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HomeMy WebLinkAbout05120010 Civil Construction Documents Rcv. 1/3/2006 DOCSM- UiVICiPA L I T Ye rr. , f_r - ja..• : � PI>•��r 4 - -rpi clry OF 77 ' rn• - 4 a wr ii .l+ .. �b r.�wl lµc�� r. y f r it -•k5 - .r -,cry{ :; fti�`,. - r�:> a�i(1_:• cy��f � + ,4 + ;�r, +r � k! rfS ONE CIVIC SQUARE tL � s'. 4 I � Jr •:1'4 t"A t %.1 +cis Y4� _ �ti C�'t• CARMEL, - IN 46032 JA ES BRAINARD, MAYOR �,J` ,At- r•'- ��i.•�rY� Y'ttr .�jh 11 `t `�V r? Ph. (317) 571 -2403 FAX 317) 844 -3498 0 M9 8170 ZIONSVILLE ROAD INDIANAPOLIS, IN 46268 CONTACT.# PAUL SHOOPMAN Ph. (317) 415 -0459 FAX (317) 415 -0466 EN 11VEER AiVD SURVEYOR K ,? YAK 1• .311 3'r �: i' Y TA i r r. Jt 4A'�t �' ;<55i � Y. "rL •S�i,y:�Yt:r c• +. ISM L a �.f .i ; 7$7cw� `,{y1•j�` �•' }. ylJ .S'• c y' � +J", jYl! e i; r f '�? � �c.r l � ) �'•��. r... 4'L•i SC•+ r 'rf•' .ir,'+?'xsl�, t S9a,r'n`•�,S•i -{''� 't Vs � !.(`t9's fsef,.•�. sC+�i+ x k '� L; �"-w�i J�'�ii,{j.y ` i:;... Architects & Engineers 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 Ph. (317) 842 --6777 FAX (317) 841 -4798 i� .fi L. ,l �k f- •t• 1� [ 2. •i • L •a. l' 1• .r ,1 t • 1 T 31S ( .J 1. .n• W :�13 T�'•' :': , 1:• I' y ••JY -r f 3 t' •r m a. :t •t , i. It 1 .1 ? :3 •r :s J s• .3. 1• 'J s .y C• .A 'l. T E• `' 1 8� T R 0 :S' V y +j,r•aa [ •i. ETT rN r S' �jA• .I^ 11 .1 1. t�Saado Nora 'ern w :f• 1' , a�. ;:. + .j. r:. .t '•s 7 1. f J�,� T 1 1 :ra , r f. r• r%- r .a t- :• 4 �. 2 'r• l �. . h - .T fic 1 ' •L +r WW,'',, • K.I •4 L' 6TH:: S^ 1 a•� .y: f r t .F / 4 r Q r �n , { s . . �R' SUMT j � { E RWAY 1 ;4- : , 3 s': s 17 F .c r .r lr . 2 f A• •lam' [ ♦ •Y` �n t� :t. �( A17 i 0� 4 2 .tr ,,tt!! f.- •+r •. W •4• •f� + H� i Z •5• 1 ••4 ' 1 . r { _ 1• \1 M L I:j`• �• / .4 rn� r y. .t 1 , • ►. rE .4 1 is r' C3• _ A -T • R //•� U �E ry +' Y. t 3 , 5 +=r 's .c m�� :t 1 3 •. .ty. -'r' i 1 Y LOCATION MAP RECORD DESCRIPTION: The Northeast Quarter of the Southeast Quarter of Section 31, Township 18 North.. Range 3 East in Clay Township, Hamilton County, Indiana. T U T PLA�� l FO CD �U 11: 0 SH�LBOR E f��AD N U: UUUb1UbUSy41LUUUUlcagltngr %L;aslL,.dwg, 11' rNUb 11:bd:Ub NM, cw1seman, 1.1 PROJECT DATA Project Address: 11850 Shelborne Road, Carmel, -Indiana Project Area: 40 acres i 't INDEX SHT DESCRIPTION CS COVER SHEET C100 MAP SHEET C101 —C102 EXISTING CONDITIONS AND SBC -JEFF RICE DEMOLITION PLAN C201 —C202 SITE PLAN C203 —C204 SITE DETAILS C205 —C206 SITE DEVELOPMENT PLAN C301 —C302 GRADING PLAN C401 —C402 EROSION CONTROL PLAN C403 —C405 EROSION CONTROL DETAILS C501 —0502 UTILITY PLAN C503 UTILITY DETAILS C601 —C604 STREET PLAN AND PROFILE C605 —C606 INTERSECTION DETAILS C607 —C608 MAINTENANCE OF TRAFFIC PLAN C701 —C709 STORM SEWER PLAN AND PROFILE C710 —C714 STORM SEWER DETAILS C801 —C805 SANITARY SEWER PLAN AND PROFILE C806 SANITARY SEWER DETAILS B E N C H A R K S BM 505 The vertical location data shown on this survey are based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown heron are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. ELEVATION = 886.68 (NAND 1988) TBM 508 -Top of 5/8 inch rebar with red cap marked 'Schneider Random Point set fluch with the existing ground. ELEVATION = 899.68 TBM 509 -Top of 5/8 inch rebar with red cap marked "Schneider Random Point set fluch with the existing ground. ELEVATION = 844.28 TBM #300 - A LARGE HINGE NAIL SET IN THE EAST SIDE OF POWERPOLE #50, LOCATED ON THE WEST SIDE OF SHELBORNE ROAD, 40 FEET SOUTH OF THE DRIVEWAY FOR ADDRESS #11850. ELEV.: 890.47 (1929 DATUM) ELEV.: 890.10 (1988 DATUM) TBM #301 - A CUT BOX ON WEST END OF THE NORTH HEADWALL ON A BOX CULVERT LOCATED UNDER 121ST STREET AND APPROXIMATELY 1200 FEET WEST OF THE INTERSECTION OF 121ST STREET AND SHELBORNE ROAD. ELEV.: 901.85 (1929 DATUM) ELEV.: 901.48 (1988 DATUM) CONTACT CO. /PERSON FOR 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG ITS _THE LAW_. CRIPE TEAM PROJECT MANAGER: PROJECT ENGINEER: PROJECT SURVEYOR: PROJECT LAND PLANNER: CAD TECHNICIAN: QUALITY ASSURANCE: 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 317- 842 -6777 FAX -841 -4798 EXT, ND, CHRISTOPHER M. WISEMAN, PE AGE NCY /C ANT ACT LE PHONE E FAX POWER CIN GY - D EAN G ROVES 581 - 305 2 581-3031 GAS VECTREN -CHICK SHUPPERD 776 -5597 776 -5553 TELEPHONE SBC -JEFF RICE 252 -4274 252 -5000 CABLE TV TIME WARNER -JAFF FARMER 632 -9077 632 -5311 WATER CARMEL UTILITIES -PAUL PAGE 571 -2442 571 -2642 SANITARY CLAY TOWNSHIP REGIONAL WASTE 844 -9200 844 -9203 DRAINAGE - CITY CITY OF CARMEL- MICHAEL McBRIDE 571 -2441 571 -2426 DRAINAGE - COUNTY CO. SURVEYOR -KENT WARD 776 -8495 776 -9628 CITY ENG. CITY OF CARMEL- MICHAEL McBRIDE 571 -2441 571 -2426 PLANNING CITY OF CARMEL 571 -2417 EROSION CONTROL SWCD -JOHN SOUTH 773 -2181 773 -1101 URBAN FORESTER CITY OF CARMEL -SCOTT BREWER 571 -2417 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG ITS _THE LAW_. CRIPE TEAM PROJECT MANAGER: PROJECT ENGINEER: PROJECT SURVEYOR: PROJECT LAND PLANNER: CAD TECHNICIAN: QUALITY ASSURANCE: 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 317- 842 -6777 FAX -841 -4798 EXT, ND, CHRISTOPHER M. WISEMAN, PE 729 SARA E. FARNY, El 626 MATT QUILLEN, PLS 619 GREG GAMBILL MARK WAGNER 728 TOM SCHELLENBERGER 622 0 CL 0 N 0 �N o W W Z W Z i- W � U o Z 0 W W Q Z O Q �ZwZ� - - WZV -a�?O i— w�a- (n a- V _ � Z Z Z Q (n Q 0 <<<f C� ©® ©0 O 00 rn o U N d- 0 (000•N. < ^ -0 o Q t� Q z X s —Q a Q „ tL • — fy_ M U V J 1 _ •` N C B 0 � Z N � LU �J W Z n CD ..s 1i4 _ ,�N }• �-. s;4 U Q 0 0 0 _0 00 0 (0 N o W Z (D W LLJ Q) z C0 >n C C� O W W •- o �- N 0 in Q.) 0 0 0 V 00 r� � v - IFIED BY. 3 PE f 0504920 a STATE OF A L Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLER ER 2FR Scale: 0 Scale: 1' = NA' Sheet Date 01 -03 -06 va7 «i Number 050394 -20000 W Boone Creek D W 126TH W 126T-H ST CC M City of Carmel LU (Extraterritofid jurisfficdon) Z X 0 180081 W 121 ST ST ITE Long Bran 0 W 11UH SI I-W Z LARKSPURN 0 LN Ns,,4, M 7 4 ZONE X M 4-F E M A A P. N.T.S. PANEL NUMBER 18097CO180 E JANUARY 5, 2001 I�ZA IItie. ILk y IIIII7e- I II;4 I=f'_7 L I-1 W-X,'7' I%7, it. II�Q Z , I...... ..... I7 -;z II7, , t*2 II­ ItIIIt I I, -70 III�!4 IIr- IIIhN, , ZI L! 01 II7, j�g, 4,4 IIIIdr �z i-1A1 Cit IX .'r, 01* tk IIII'7 ter It- IVi ""V mill z7c A II41 if, r _F 4 I7Z -Y AtT 1A I,,;6. T Jz ff tZ' Iirig e r IIIL* II-4 " lir A AERIAL--- AP N.T.S. .06 W r IAwl 4: k; 4 f i41P W, W. 1 2&H n, 4 7- IIi1. It or Iim, lie; Is if. I7 JF II'Fr I7 VW J r 40 Iv-E II g 4 kN 1.4 I. 0,11 _4W rH' J0 TM 09 31L .T. Zell VIA USGS AP N.T.S. 0:120,05AO503941200001cadXEngACcis%ClOO.dwg, MM006 11:53:24 PM, cwtseman, SOILS AP N.T.S. SYMBOL NAME Br grookston—silty clay loom CrA Crosby silt loom, 0 to 3 percent slopes MmB2 Miami silt loom, 2 to 6 percent slopes, eroded MmC2 Miami silt loom, 6 to 12 percent slopes, eroded MoC3 Miami clay loom, 6 to 12 percent slopes, severely eroded Sh Shoo!s silt loom Sx Sloan silty cloy loom, sandy substratum IZ M slow 0 M I`C R IARQUETT 3 OW, e .4 .0 R 6 Ap . t Ilk 7�. 3' - .. .... . ..... Is"" # IL-A -SUNITERWNY tki IL IA :C. LNUT �m 010, 416, A Pp." r, - P -.94 pq M % V16 M M Y .0 L 11M SITE AP N.T.S. 0 C3 Ld Z Z V) Z W Z 0 0 < — >- Z �! < Z W Z — iL < C-) 0 < 0 W Z 0 a- V) _J 0 a a Z 5; Z Z Z < < < < cr_ < 5 J _J _J co 0) 0 (.0 00 t! 0 < < 0 @ < 2: X W < CL < Ob LL_ [K' V) 0 a_ 0 r-_ < .7:E CN LLJ in 00 Z UJ ca _0 co QD UJ UU > Lu 0 0 C)- M 0 -0 OU ED BY: C Q) PE10504920 9M = STAT, OF U L tvk- 01 0'3 Drawn E�: SARA E. FARNY, El Checked By- CHRIS M. WISEMAN, PE Quality Assurance: TOM CHELLENBERGER ale: 0 Scale: 1` = NA' Sheet 00 Date 01-03-06 Project Number 050394-2000.0 LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial (an flooding, velocities also determined. ZONE A99 To be protected from 100-year flood by Federal flood protection system under con- struction; no base flood elevations deter- mined. ZONE V Coastal flood vAth velodty hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood vvith velocity hazard (wave action); base flood, elevations determined. It 160.00.0..a FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of 500-year flood; areas of 100-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100-year flood. OTHER AREAS ZONE X Areas determined to be outside 500-year floodplain. ZONE D Areas in which flood hazards are undeter- mined, but possible. UNDEVELOPED COASTAL BARRIERS* Identified identified Otherwise 1983 1990 or Later Protected Areas Identified 1991 or Later *Coastal banier areas are normally located wtthin or adjacent to Speclal Flood Hazard Areas. Floodplain Boundary Floodway Boundary Zone D Boundary Boundary Dividin Special Flood Hazard Zones, and 3ounTary Dividing Areas of Dif- ferent Coastal Base Flood Elevatlons Whhln Special Flood Haza d Zones. W Boone Creek D W 126TH W 126T-H ST CC M City of Carmel LU (Extraterritofid jurisfficdon) Z X 0 180081 W 121 ST ST ITE Long Bran 0 W 11UH SI I-W Z LARKSPURN 0 LN Ns,,4, M 7 4 ZONE X M 4-F E M A A P. N.T.S. PANEL NUMBER 18097CO180 E JANUARY 5, 2001 I�ZA IItie. ILk y IIIII7e- I II;4 I=f'_7 L I-1 W-X,'7' I%7, it. II�Q Z , I...... ..... I7 -;z II7, , t*2 II­ ItIIIt I I, -70 III�!4 IIr- IIIhN, , ZI L! 01 II7, j�g, 4,4 IIIIdr �z i-1A1 Cit IX .'r, 01* tk IIII'7 ter It- IVi ""V mill z7c A II41 if, r _F 4 I7Z -Y AtT 1A I,,;6. T Jz ff tZ' Iirig e r IIIL* II-4 " lir A AERIAL--- AP N.T.S. .06 W r IAwl 4: k; 4 f i41P W, W. 1 2&H n, 4 7- IIi1. It or Iim, lie; Is if. I7 JF II'Fr I7 VW J r 40 Iv-E II g 4 kN 1.4 I. 0,11 _4W rH' J0 TM 09 31L .T. Zell VIA USGS AP N.T.S. 0:120,05AO503941200001cadXEngACcis%ClOO.dwg, MM006 11:53:24 PM, cwtseman, SOILS AP N.T.S. SYMBOL NAME Br grookston—silty clay loom CrA Crosby silt loom, 0 to 3 percent slopes MmB2 Miami silt loom, 2 to 6 percent slopes, eroded MmC2 Miami silt loom, 6 to 12 percent slopes, eroded MoC3 Miami clay loom, 6 to 12 percent slopes, severely eroded Sh Shoo!s silt loom Sx Sloan silty cloy loom, sandy substratum IZ M slow 0 M I`C R IARQUETT 3 OW, e .4 .0 R 6 Ap . t Ilk 7�. 3' - .. .... . ..... Is"" # IL-A -SUNITERWNY tki IL IA :C. LNUT �m 010, 416, A Pp." r, - P -.94 pq M % V16 M M Y .0 L 11M SITE AP N.T.S. 0 C3 Ld Z Z V) Z W Z 0 0 < — >- Z �! < Z W Z — iL < C-) 0 < 0 W Z 0 a- V) _J 0 a a Z 5; Z Z Z < < < < cr_ < 5 J _J _J co 0) 0 (.0 00 t! 0 < < 0 @ < 2: X W < CL < Ob LL_ [K' V) 0 a_ 0 r-_ < .7:E CN LLJ in 00 Z UJ ca _0 co QD UJ UU > Lu 0 0 C)- M 0 -0 OU ED BY: C Q) PE10504920 9M = STAT, OF U L tvk- 01 0'3 Drawn E�: SARA E. FARNY, El Checked By- CHRIS M. WISEMAN, PE Quality Assurance: TOM CHELLENBERGER ale: 0 Scale: 1` = NA' Sheet 00 Date 01-03-06 Project Number 050394-2000.0 -- 0:1 200510503941200001cad 1Engr1Cds1C101•Cl02.dwg, 1121200611.52:47 PM, cwiseman, 1:1 — -- out 11 - t,• - - - _ ;L 1 _­ - .1-?--, ­ �- 7 7.-, r.T M_. .­ _.,..­, . �-,�-- -h ��_-- - -- --- - - � .1 td k,okJ,1%_U__,._#w_,._�z)-t -%.- Voun0-1k. AA A IL # i -1 __ - __ - - ; . . . . � - - - - - - - - - - - __ - - - - - - Cw %..- - .1 - �L V 4%�%A,11 I I , & UVVU. .o,#'_'v%Jv 1 1 "'i j" I "'i. k,yvi.;piil,clli , .11, ', , I IV I'll 11, \ . \1 -___ ;)-----,.- __ - , 1-1 I / I / ./ I \ 1% �_ I---- / / I 11 .1 1-111' I--," "*_� __.._� I ; ! \ . .".. I � 1 \ I \1 \, _. \ / , --I- - I. % \ '. \ o f i "".e " . . .,�90 I , � ­­-_ \ I .1, "I- / I 11 . "*'�� ­,.... It I.. \ ." .."I 11. I __�_ � __� *11 I � -Ir-_*-"`� '. ) I ; I ; / " 4 I .. ! I - ;1 1-1 ­ ,-,--M , .11 1.'I, i f 1 �TONE \ I, .1­1 111. .11� � '1�1 ­_'...., 1�� 11 f f / '.. i..., I (Ss f '1 . 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IE SW(8"PVC)=873.67 1. \.%1-1 \ I ! / : I I A / ! ; / � � LINE ,.= 18.9, . % I .1 : I I I . : � I .. 1. e , / I I \ . . %. \ i i ; I ; .1 I . i ) 1, / -, I (�.,,_��) ___,. \ ! f I 11 ! I It I . I . EX. SANI MANHOLE #509A I. .,�,.s .1� / . IE E(8"PVC)=873.69 _., .,. I i / 1 2 '., I/ , I I ", 1-11 11 - � I \ i ) ) I � ! J 11 .1 V ,., I � � 11 If I / ., / - .. , SANI MANHOLE " " I i / i i I TC=884.15'- ---,--I' �_ #802 \ I I 11 I I v (I ! : ------ - / I 0 % I" \ p C 11 ) f i I I . '. I/ � NOTE: CASTING NOT IN .. - 11% 'N t I . A i il 1* i it r ____1 I_� , "I,." \ % f, � I / J to I ) ./ 0 I'-- � I TC=885.69' \ � 11, 11i � ____-1 / / � 01101� *% .*1 III i ! i � � � I I ) i >� z "I" -,�.., - "'� I i . F _�, IE W(8"PVC)=871.71 (1988 datum PLACE AT44ME G9 U%Vf-.- - - - - ..... ���� ; ! i 11 / i / - ,I __-_ I I . .1 • 0.47% _------ .., % \ � ! / I I' 0 v , 1! '. :0711,1111volft __ - %." * I I / I " \ '. : � .,. I .1 I , . ___ ____ - % I 1% % . k , . I. . .� I I ­, 11111111,�`,,.', E W(8"PVC)=874.89' I. t $ -1 ___ - - - - -1 I � 1% I . . �, ", -�' " f .� I k NOTE' CASTING BOLTED DOWN 1-_� 1k1__-__ �1/ ., _7 79 ___/ ­,.-,� \ . \ I i I // .1 e t I I 4 AT 'n* ,%t� ." ."o"Oo"0000, "1001,01,000"wo" I ,.�, / __ IE PVC 11 \ N \ \ \ 11 / ". ".. ,.,., 1 6 1 1 , ; . i f 7 ..­_..__. f .. k I I . . / I , C', :.' , �. I . ".1 11 I f I " ,--, -1., N. N \ I . � f .. / . - .01� X "I I ­_ ..._.-, I-00 256.49' -- *_�"_� - 3 '---- __­1 N . \ \ � \ ., f/11 11 1, , ."./ /-,� * BASED UPON CALCULATION z / `% - \. . NOTE: OT IN __� . \ \ . I I "I I i ; e � . , 'r __ 7 __ , \ \ % % I I i I �p .1, - - * � I // ,­_­_1 \ . - -0-110 ��. i % / ._._�� \ PLACE AT ME OF SURVEY. _­s', \ \ \ \ I I I/ " ,� . / I I I " I 41, 1�5 // . dl --- % .'Oe� .­_,�___.,_.. I ; 1. . -,, .1% IN, I ', x1% 11 It I / / /. I v 0 �) ! 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I . - 1 � . f KEY NOTE DESCRIPTION < > < 0> . < > RELOCATE UTILITY POLE (COORDINATE WITH UTILITY COMPANY) ` > RELOCATE UTILITY PEDESTAL (COORDINATE WITH UTILITY COMPANY) < >EXISTING UTILITY POWER POLE TO REMAIN IN PLACE AND <9> REMOVE is x 72" CAST IRON BRIDGE STRUCTURE AND ALL UNDISTURBED FOUNDATIONS AND HEADWALLS IN THAT VICINITY < > REMOVE BUILDING, CONCRETE PAD, AND ALL RELATED UTILITIES AND LEGALLY DISPOSE OF OFFSITE. < > UTILITY POLE AND PEDESTAL SHOULD BE RELOCATED PRIOR TO CONSTRUCTION BUT IF NOT, COORDINATE THEIR DEMOLITION AND 05 . RELOCATION WITH APPROPRIATE UTILITY COMPANY 4 0^ XORGAVATE REMOVAiL A0 r'VSSf6'LE RYLOTAT(OiV OF LANDSCAPING AND K GARDEN WITH OWNER < > REMOVE FENCE, FENCE ROST AND ANY FOUNDATIONS ASSOCIATED I . WITH THE FENCE ROW . 15 REMOVE ELECTRIC SERVICE TO RESIDENCE (VERIFY LOCATION PRIOR TO REMOVAL) < > E THE EXISTING TREES AND LANDSCAPING I EN RENO < REMOVE TELEPHONE SERVICE TO RESIDENCE < > REGRADE OR FILL IN POND 17 (VERIFY LOCATION PRIOR TO REMOVAL) REMOVE WATER SERVICE TO RESIDENCE <� > , REMOVE STORM PIPE AND STRUCTURE (VERIFY LOCATION PRIOR TO REMOVAL) SEPTIC FIELD TO BE ABANDONED IN ACCORDANCE WITH STATE AND < > COUNTY REQUIREMENTS. SEPTIC SYSTEM TO BE COMPLETELY REMOVED IN PROPOSED RIGHT OF WAY AND UTILITY EASEMENT. COORDINATE WITH HOMEOWNER FOR MAIN AND LATERAL CONNECTION OF EXISTING HOME.' GENERAL DEMOLITION PLAN NOTES 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION RESPECTIVE UT]UTY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. ' 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINAGE IN DEMOUTION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 0 EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS . NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE . THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE "LAWNS AND GRASSES" SECTION OF THE PROJECT MANUAL. TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. 10. EXISTING WATER LINES SHALL NOT BE ABANDONED OR DEMOLISHED UNTIL PROPOSED WATER MAINS HAVE BEEN INSTALLED TO A POINT SUCH THAT ONLY MINIMAL DISRUPTION IN WATER SERVICE TO THE EXISTING OCCUPIED BUILDINGS WILL OCCUR. 11. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR To CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. ;ill ill, '1111111" ill, i I � 01000ft 11111110' I I I F - - - 11 I - . . . _. _. . . PROPOSED DEMOLITION LEGEND == = == = = m == = == a= == CONSTRUCTION LIMITS - - - - - - TREE PRESERVATION AREA - WETLANDS AS LOCATED BY OTHERS AND TO NOT BE DISTURBED � BENCHMARK I i =a A \01 LINE HT.= 21.7' , C 0 a- .5 A 0 9 � C: 0 .- w -� 0 =E N �N (n W ir w w W jR z 0 . 0 w z 1_ ULJ 2: V) (n 0 0 L" Z waf XZ00 W < - >- F- ww zw< i2 z w z > E- 3 a- < w M . 0 < _J =) 0 W z 6 a. u) a- - W W V) J: _J 0 a 0 z 0 5 z z z < Ix 5 <<<_Ln 00 CY) 0 1.4- U-) I 0A r- (0 (o wt .N 0 114 -0 < .,� . 0 < r--, (1) Q-, z T-- CL < to " L-_ ()-42 - '-.� . 0 @ < Z .q. X w 3: - 0- < .,. 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LELEVATION - 882.00 e �� / NORMAL POOL- 879.40 9.34 ACRES `� �P /� 0.48 ACRES 1 �fA SURFACE ELEVATION =885 ._ ... / TOP F BANK= 887.50 ....- �' -- � 7 �? _ r r.. ` awe 20108.2 SQ. FT. / 20 x TO F R AWING WALL= -� ��. -� 0.46 ACRES `�G ' �' o � 20094.3 SQ. Fr. o .• �► 20' S.,D. & U.E. % 'tn XOp os ' o � N '� ��� ♦ ~ ~ ` S 89'42'4t1,� W ` o 0.46 ACRES ��� ` 103.19' `�� ��,, •�o� .00' �p i 30' SANITARY S ER dEMENT 9 os �! `� ' x .E. ♦ ♦ � 9 - �` . `fix ?0� , k. '� L G J# 6 / 16500.0 SQ. FT, 00 10.9 N� 841618 , 's- / o o ° ♦ 0.38 ACRES I IRREGULAR TREE 0 0 woo "Fft V 0 ' � 406645.2 SQ. FT. ♦ �. . S) • '9 2¢ ABAI.EY HIGHLAND DRIVE / i o 0 9.34 ACRES �Q. �� �O� i --}-- .. i / .•/ o 0 0 • i ♦ ° �._ . o � � >> `�o ti '� i /2p- +40 1 +67.61 PC 1 +00 � � '' 11 00 .--- elm WOO 0 ....... mom on" ♦ OF C 9 6 1 0. � � � .60 � D.E. 04 ' 2 0 ' I 000 • 1 00• N 89'50'59" W 182.02' ��. `� i 1 1 t 80.05 , °' `r / �' ♦ . I 6 I i 26.01 / .. - % x.21 �4 140.03 16'`7. ♦ 30 8SL i i s I r i x `" I � •• • r ,34' 1 W us** 7 t �, 18641.8 SQ. F'1'. TYP I 1 •� x 'S0 / 00� S 76 .... •... - - -- -"" ♦ �; O 0.43 ACRES I I t w o i 0 / ♦ • •32 o ° IRREGULAR TREE �♦ t / PRESERVE EASEMENT S `� X G D.ESTORAGE BASIN ♦ s�o �� o NORMAL POOL= 880.50 0• ♦ �, o �' F 19 I t �' 7 �� 3241.7 SQ. FT. Z ., o o o ES O IRREGULAR TREE o � ♦ � �P� � � 0• \ o PRESERVE EASEMENT �,� / � ♦ ♦ s � � � ,► IRREGULAR w ♦ ��` ♦ ♦ C! 0 4 I O o � ♦ 24731.9 SQ. FT. S.,D. & U.E. w r, .- \ � /' M Qi w�. � IRREGU * `� DETENTION POND 0.57 ACRES o 000 ♦ -- o o rn 04 S. D. & U.E*.% �. ��i % • rS' _ o o o N � N ' o �` % NORMAL. POOL ELEVATION- 882.00 • � I 000 00 g o w .� (�F 10 MATER SURFACE ELEVATION- 886.30 o �,. ° ---. • 8 z ° � ♦ . P OF BANK= 888.30 o ° o ,� ° � � � 31462.9 SQ. FT. � r. _ ♦ � = � s 26216.8 SQ. FT. 81 TOP OF NING MALL 885.50 .41 0.72 ACRES -113' vim. � .�._. � ♦ � 64• I �' r'�. 0.60 ACRES % -� o F 20 D. & U.E. \ . • .� 49 7 1> J 21950.4 SQ. Fr. 0.50 ACRES , 30 SANITARY SEWER EASEMENT D.E. I I I t �� , % ♦ I 45.00 406645.2 S4. FT. u•E, I i t i .�� �p ��� ` P 0 T 9.34 ACRES 20 �• & I ,�►� �. .� ♦ ♦ ; 7 i % DETENTION POND 39.24 6.33 3 ^� 0 TION= 888.00 •5 0 I I I I L 8 0' 3 4 i �' �+ t NORMAL POOL E EVA - ��9 i 2 % ° , ___ ___ �� -�0 100 YEAR WATER SURFACE ELEVATION= 892.10 0 � � I O � D 6 ♦ � O ` 1 � o • z ♦ i o w �• o _ c�\ I TOP OF BANK 894.25 _ _ C �F . , ♦ - 6 OP 0 RETAINING �fAll= 891.00 11 +00 o t- Op 17468.6 SQ. FT. � t I T F REi' o IRREGULAR 00 I \3 0.40 ACRES ♦ ,y �► t \�, c 10 +96.29PC 10 33.20PT 10+ 3 , ♦ . & U.E. �, �� i \ •. woo / § O ♦ j SITE PLAN LEGEND VFY KlnTF t1FqC`RIPTI(1N SITE WORK GENERAL NOTES AND SPECIFICATIONS PROPOSED CONSTRUCTION CONSTRUCTION LIMITS BUILDING SETBACK LINE EASEMENT LINE RIGHT -OF -WAY CENTERLINE FENCE SWALE FLOWLINE > 0 0 0 0 0 0 FLOODPLAIN/ FRINGE PROPOSED FLOOD PLAIN EXISTING FLOOOWAY RETAINING WALL LOT # O LOT AREA 34200.0 SQ. Ff. 0.79 ACRES BUILDING PAD I DRIVE WAY > ROLL CURB AND GUTTER (SEE CARMEL DETAIL 10 -10.) O CONCRETE DRIVEWAY FOR LOCATION ONLY TO BE ------ - - -- -- INSTALLED BY HOME BUILDER. DRIVE WAY O2 TYPICAL STREET SECTION (SEE PV -36) > CONCRETE SIDEWALK(SEE PV -16) 7 RETAINING WALL WITH SPLIT FACE CONCRETE BLOCK WITH APPROPRIATE O GEOTEXTILE REINFORCEMENTS AND GRANULAR BACKFILL (DESIGN AND DETAILS SUPPLIED BY OTHERS) O4 MULTIUSE ASPHALT PATH (SEE PV -36P) g GUARD RAIL TO BE RATED FOR VEHICULAR IMPACT. O5 ADA SIDEWALK RAMP (SEE PV -13) ACTUAL TYPE TO BE SPECIFIED BY CLIENT. gO EXISTING RESIDENCE TO REMAIN. S.,D.,U., & W.E. = SANITARY, DRAINAGE, UTILITY, AND WALK EASMENT N.P. = NORMAL POOL B.S.L. = BUILDING SETBACK LINE - -BASED OFF INGRESS /EGRESS EASEMENT E.N.P. = EXISTING NORMAL POOL S.S.E. = SANITARY SEWER EASEMENT 10 YR. = 10 YEAR STORAGE ELEVATION D.E. = DRAINAGE EASEMENT 100 YR. = 100 YEAR STORAGE ELEVATION U.E. = UTILITY EASEMENT NOTICES AND PERMITS 1. 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. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR F NOT( (CATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF' THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CORSTRUCTIANA• 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 9. LOCATIONS & ELEVATIONS OF "FLOODWAY LIMITS" AND "100 YEAR FLOOD LIMITS" ARE SHOWN FOR REFERENCE ONLY. DEVELOPER /BUILDER /INDIVIDUAL LOT OWNER TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAP (F.E.M.A.) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO INDIVIDUAL LOT /PROJECT CONSTRUCTION. SITE PLAN NOTES 1.Att RAD(I AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 5. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 6. SEE SHEETS C303 AND C801 FOR DETAILS REFERENCED. 7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. a a 0 0 0 w � � w z U Z w tnU��zz W W Q Z �w zw< rJ ?wz >F- U Z U J 0 Vn.V) �_zzzzQ _ QUJ_a_JJFC� ©©©©.0 0 00 O N Q0 � N Q ^-0 OQ� Q.0x@ = -Q 0 1 U NO�•� Z N ! L.LJ 0 00 z r { 0 Lii CA v .r. L a 0 O 0 0 c0 � oN �E. l.LJ d_ C O > W W QL) •0 •o �-- N o_ C/) in o� -0 00 C D BY: Owl � o��•.n.- wMk.7�.p .�,�vy�r '►:I fir • / �`4d �G \S T���.� ILI TIP PE 1 0504920 _ STATE OF •.► • e Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet C201 Date 01-03 -06 noittt Number 050394 -20000 `n,•, � a N 1 � T 13 8 an T TE °a 37 . ° 4 41 w ° 0 3 . o o 3 38 ° Q 3 36 N N t tv v v t tv v v N N O O ! !`� v v N N , , o c 0 °- - •• O O O O O O O 16387.5 SQ. FT. . O O O O O Q Q . .. O O Q Q ° 17108.0 SQ. FT. _ ° C CD 26 0 cn - 20696.9 SQ. Fr. `nn N -01 `''' x -- 0.48 ACRES 6. �? m 15675.0 SQ. FT. 0.39 ACRES 0.36 ACRES 0.38 ACRES w 0.38 ACRES o ° 0.36 AGRES •. LO n ._.-. _._._ ._... "12.8?' CA 0 63.07' ILI I DETENTION POND I r%^I., oft,.."DN -898. LEVATION : =91Y 1.77 03.00 L= 901. U. 1200bWb03AU0UUUtc :1UkL119r1Gds\C:1UI- G102.dwg, 102OU6 11.51:4! PM, emiettian, N I I 20 S.,D. & U.E. , ``' 20' S.,D. & U.E. S 89'42 40 W 707.14 S-1 D. & U.E. � � ' o 20 S.,D. & U.E. ., 137.09' 110.00' 115.00 115.00 110.00 120.06 l I LO _ U' LA cn '- " �,,i � 193.32' 15' S. D. & U.E. 115.00' 115.00' 15' S. D. & U.E. 110.00 173.83 15 S., D. & U.E. �- r'X N 89'52 29 W c+,,, .,5� p� CN 137.97' c w OF 2 .83 w ♦� ♦/ x 3 -� z v, cn z ♦ / . cO 35 ° 34 ° ° o Lp ° o ° -A. ° 32 -P 31 4t- 33 43 ♦ rS %� -� -P 0 0 • o o ° 212 1 SQ. FT. c� 24026.0 SQ. FT. co `� o �'- 161 0.0 SQ. FT. o �' 1540 .0 SQ. FT. o ^, ,�� &/ 0 0 a N N o N o 20043 7 SQ. • v' ° 6 16100.0 SQ. FT. °- o - o - o �• 0.49 ACRES / F 0.55 ACRES w 0.37 ACRES rn 0.35 ACRES 0.46 ACRES 0 0- /� 0 +14.1 �� l 0.37 ACRES n � moo• so / 21175.1 SQ. FT. w pj Lo w 0.49 ACRES . 0 �...�I 30 BSL r I GF �0p �sr• •�`ti o, i I I o v' � I I 036 os' �° i I I I 20 D. & U.E. I I & U.E. 2 7.4 SQ. FT. I D i ,I I I I r 6 r I I 3 I x ,72.20 I i I I i� 00 I r 115.00 t i 110. 7, 13' I L , 0.47 ACRES �o 4 51.1 l �x I i i 8 7. 8 20' ' �•' 0 % oo I 1 I , I I I ) Q .�0 ��' • 6� . , i /� 29602.2 SQ. FT. 11 +gpi % ABNEY HIGHLAND DR VE 7 +0 6 +78.45PT STYP; s 0.68 ACRES w ca S �� �• 1 t8.08PC o 10 +00 �� 9 +00 8 +00 6 +95.57 ' C2 j ' /09 , . o •oo' 16 S 20' D. & U. E I Z x 20212.8 SQ. Fr. �� ��, --r- -- t • > X I 1 � s�s . hh `� s��• .46 ACRES 30 BSL �,op Q,� , 17250.0 SQ. FT. ?], cS , r ♦ 0 I 0.40 ACRES 6' I 7 0p� . �, gyp % ij� • ti,°�' ,' 0' S.,D. & U.E. S 89'59'43" E I 3 ,�`� , �' 130.00' x �.'� •� o `sxp ' 4j�0 00 20' S.,D. & U.E. ♦ 00 �. .. �,3 .� D O o • , cz o o N �, �. 22 •�s, oo, O � h .. 0 19062.0 S FT. h o N 1 D.E. " �� Q 63* j, m ♦ 0.44 ACRES �� 184 406645.2 SQ. FT. �% c�,• 6 , 28 x 0 ON POND 383' �' STORAGE BASIN o• , , 20934.6 SQ. FT. w N RMAl. LELEVATION - 882.00 e �� / NORMAL POOL- 879.40 9.34 ACRES `� �P /� 0.48 ACRES 1 �fA SURFACE ELEVATION =885 ._ ... / TOP F BANK= 887.50 ....- �' -- � 7 �? _ r r.. ` awe 20108.2 SQ. FT. / 20 x TO F R AWING WALL= -� ��. -� 0.46 ACRES `�G ' �' o � 20094.3 SQ. Fr. o .• �► 20' S.,D. & U.E. % 'tn XOp os ' o � N '� ��� ♦ ~ ~ ` S 89'42'4t1,� W ` o 0.46 ACRES ��� ` 103.19' `�� ��,, •�o� .00' �p i 30' SANITARY S ER dEMENT 9 os �! `� ' x .E. ♦ ♦ � 9 - �` . `fix ?0� , k. '� L G J# 6 / 16500.0 SQ. FT, 00 10.9 N� 841618 , 's- / o o ° ♦ 0.38 ACRES I IRREGULAR TREE 0 0 woo "Fft V 0 ' � 406645.2 SQ. FT. ♦ �. . S) • '9 2¢ ABAI.EY HIGHLAND DRIVE / i o 0 9.34 ACRES �Q. �� �O� i --}-- .. i / .•/ o 0 0 • i ♦ ° �._ . o � � >> `�o ti '� i /2p- +40 1 +67.61 PC 1 +00 � � '' 11 00 .--- elm WOO 0 ....... mom on" ♦ OF C 9 6 1 0. � � � .60 � D.E. 04 ' 2 0 ' I 000 • 1 00• N 89'50'59" W 182.02' ��. `� i 1 1 t 80.05 , °' `r / �' ♦ . I 6 I i 26.01 / .. - % x.21 �4 140.03 16'`7. ♦ 30 8SL i i s I r i x `" I � •• • r ,34' 1 W us** 7 t �, 18641.8 SQ. F'1'. TYP I 1 •� x 'S0 / 00� S 76 .... •... - - -- -"" ♦ �; O 0.43 ACRES I I t w o i 0 / ♦ • •32 o ° IRREGULAR TREE �♦ t / PRESERVE EASEMENT S `� X G D.ESTORAGE BASIN ♦ s�o �� o NORMAL POOL= 880.50 0• ♦ �, o �' F 19 I t �' 7 �� 3241.7 SQ. FT. Z ., o o o ES O IRREGULAR TREE o � ♦ � �P� � � 0• \ o PRESERVE EASEMENT �,� / � ♦ ♦ s � � � ,► IRREGULAR w ♦ ��` ♦ ♦ C! 0 4 I O o � ♦ 24731.9 SQ. FT. S.,D. & U.E. w r, .- \ � /' M Qi w�. � IRREGU * `� DETENTION POND 0.57 ACRES o 000 ♦ -- o o rn 04 S. D. & U.E*.% �. ��i % • rS' _ o o o N � N ' o �` % NORMAL. POOL ELEVATION- 882.00 • � I 000 00 g o w .� (�F 10 MATER SURFACE ELEVATION- 886.30 o �,. ° ---. • 8 z ° � ♦ . P OF BANK= 888.30 o ° o ,� ° � � � 31462.9 SQ. FT. � r. _ ♦ � = � s 26216.8 SQ. FT. 81 TOP OF NING MALL 885.50 .41 0.72 ACRES -113' vim. � .�._. � ♦ � 64• I �' r'�. 0.60 ACRES % -� o F 20 D. & U.E. \ . • .� 49 7 1> J 21950.4 SQ. Fr. 0.50 ACRES , 30 SANITARY SEWER EASEMENT D.E. I I I t �� , % ♦ I 45.00 406645.2 S4. FT. u•E, I i t i .�� �p ��� ` P 0 T 9.34 ACRES 20 �• & I ,�►� �. .� ♦ ♦ ; 7 i % DETENTION POND 39.24 6.33 3 ^� 0 TION= 888.00 •5 0 I I I I L 8 0' 3 4 i �' �+ t NORMAL POOL E EVA - ��9 i 2 % ° , ___ ___ �� -�0 100 YEAR WATER SURFACE ELEVATION= 892.10 0 � � I O � D 6 ♦ � O ` 1 � o • z ♦ i o w �• o _ c�\ I TOP OF BANK 894.25 _ _ C �F . , ♦ - 6 OP 0 RETAINING �fAll= 891.00 11 +00 o t- Op 17468.6 SQ. FT. � t I T F REi' o IRREGULAR 00 I \3 0.40 ACRES ♦ ,y �► t \�, c 10 +96.29PC 10 33.20PT 10+ 3 , ♦ . & U.E. �, �� i \ •. woo / § O ♦ j SITE PLAN LEGEND VFY KlnTF t1FqC`RIPTI(1N SITE WORK GENERAL NOTES AND SPECIFICATIONS PROPOSED CONSTRUCTION CONSTRUCTION LIMITS BUILDING SETBACK LINE EASEMENT LINE RIGHT -OF -WAY CENTERLINE FENCE SWALE FLOWLINE > 0 0 0 0 0 0 FLOODPLAIN/ FRINGE PROPOSED FLOOD PLAIN EXISTING FLOOOWAY RETAINING WALL LOT # O LOT AREA 34200.0 SQ. Ff. 0.79 ACRES BUILDING PAD I DRIVE WAY > ROLL CURB AND GUTTER (SEE CARMEL DETAIL 10 -10.) O CONCRETE DRIVEWAY FOR LOCATION ONLY TO BE ------ - - -- -- INSTALLED BY HOME BUILDER. DRIVE WAY O2 TYPICAL STREET SECTION (SEE PV -36) > CONCRETE SIDEWALK(SEE PV -16) 7 RETAINING WALL WITH SPLIT FACE CONCRETE BLOCK WITH APPROPRIATE O GEOTEXTILE REINFORCEMENTS AND GRANULAR BACKFILL (DESIGN AND DETAILS SUPPLIED BY OTHERS) O4 MULTIUSE ASPHALT PATH (SEE PV -36P) g GUARD RAIL TO BE RATED FOR VEHICULAR IMPACT. O5 ADA SIDEWALK RAMP (SEE PV -13) ACTUAL TYPE TO BE SPECIFIED BY CLIENT. gO EXISTING RESIDENCE TO REMAIN. S.,D.,U., & W.E. = SANITARY, DRAINAGE, UTILITY, AND WALK EASMENT N.P. = NORMAL POOL B.S.L. = BUILDING SETBACK LINE - -BASED OFF INGRESS /EGRESS EASEMENT E.N.P. = EXISTING NORMAL POOL S.S.E. = SANITARY SEWER EASEMENT 10 YR. = 10 YEAR STORAGE ELEVATION D.E. = DRAINAGE EASEMENT 100 YR. = 100 YEAR STORAGE ELEVATION U.E. = UTILITY EASEMENT NOTICES AND PERMITS 1. 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. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR F NOT( (CATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF' THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CORSTRUCTIANA• 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 9. LOCATIONS & ELEVATIONS OF "FLOODWAY LIMITS" AND "100 YEAR FLOOD LIMITS" ARE SHOWN FOR REFERENCE ONLY. DEVELOPER /BUILDER /INDIVIDUAL LOT OWNER TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAP (F.E.M.A.) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO INDIVIDUAL LOT /PROJECT CONSTRUCTION. SITE PLAN NOTES 1.Att RAD(I AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 5. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 6. SEE SHEETS C303 AND C801 FOR DETAILS REFERENCED. 7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. a a 0 0 0 w � � w z U Z w tnU��zz W W Q Z �w zw< rJ ?wz >F- U Z U J 0 Vn.V) �_zzzzQ _ QUJ_a_JJFC� ©©©©.0 0 00 O N Q0 � N Q ^-0 OQ� Q.0x@ = -Q 0 1 U NO�•� Z N ! L.LJ 0 00 z r { 0 Lii CA v .r. L a 0 O 0 0 c0 � oN �E. l.LJ d_ C O > W W QL) •0 •o �-- N o_ C/) in o� -0 00 C D BY: Owl � o��•.n.- wMk.7�.p .�,�vy�r '►:I fir • / �`4d �G \S T���.� ILI TIP PE 1 0504920 _ STATE OF •.► • e Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet C201 Date 01-03 -06 noittt Number 050394 -20000 S.,D.,U., & W.E. = SANITARY, DRAINAGE, UTILITY, AND WALK EASMENT N.P. = NORMAL POOL B.S.L. = BUILDING SETBACK LINE - -BASED OFF INGRESS /EGRESS EASEMENT E.N.P. = EXISTING NORMAL POOL S.S.E. = SANITARY SEWER EASEMENT 10 YR. = 10 YEAR STORAGE ELEVATION D.E. = DRAINAGE EASEMENT 100 YR. = 100 YEAR STORAGE ELEVATION U.E. = UTILITY EASEMENT NOTICES AND PERMITS 1. 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. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR F NOT( (CATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF' THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CORSTRUCTIANA• 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 9. LOCATIONS & ELEVATIONS OF "FLOODWAY LIMITS" AND "100 YEAR FLOOD LIMITS" ARE SHOWN FOR REFERENCE ONLY. DEVELOPER /BUILDER /INDIVIDUAL LOT OWNER TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAP (F.E.M.A.) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO INDIVIDUAL LOT /PROJECT CONSTRUCTION. SITE PLAN NOTES 1.Att RAD(I AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 5. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 6. SEE SHEETS C303 AND C801 FOR DETAILS REFERENCED. 7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. a a 0 0 0 w � � w z U Z w tnU��zz W W Q Z �w zw< rJ ?wz >F- U Z U J 0 Vn.V) �_zzzzQ _ QUJ_a_JJFC� ©©©©.0 0 00 O N Q0 � N Q ^-0 OQ� Q.0x@ = -Q 0 1 U NO�•� Z N ! L.LJ 0 00 z r { 0 Lii CA v .r. L a 0 O 0 0 c0 � oN �E. l.LJ d_ C O > W W QL) •0 •o �-- N o_ C/) in o� -0 00 C D BY: Owl � o��•.n.- wMk.7�.p .�,�vy�r '►:I fir • / �`4d �G \S T���.� ILI TIP PE 1 0504920 _ STATE OF •.► • e Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet C201 Date 01-03 -06 noittt Number 050394 -20000 i I �o �o ' �,� 0 S.,D. & U.E. S 89-59'43" E ���� G, ♦♦� � ' 3 130.00' �. ' •�, o sxo ��� po 20' S., D. & U.E. cr � 0 ' O• ` `9 O ��h ° o ♦♦ 19062.0 SQ. Fr. 6 , D.E. Ilk G ?j18,, m ♦♦ 0.44 ACRES � �i' � 28 406645.2 SQ. FT. ♦ c�; 6 0 x D ON POND �� 83' STORAGE BASIN ` c� w ' ' 20934.6 SQ. FT. NORMAL POOL= 879.40 9.34 ACRES N RMAL.. L ELEVATION= 882.00 �� ♦♦ ,h -� nP•'' . 0.48 ACRES 1 WA SURFACE ELEVATION =885 .94 TOP F BANK= 887.50 �' .. Owl - - -- - ... TO F AWING MALL = 4.4 ,,. r• - - r � `•� 20108.2 SQ. FT. n �♦ ♦ Waft �� 0.46 ACRES G Xx 6�, �' ,°o to x 410,11111f C/o ��� � ` S 89#42'40" W �` � k. � JJD cn 103.19' .h`� , .po- I*ft"ft% p4j Op �Sl •- x ell" 30 SANITARY S ER EMENT:, ,� S G • x 7 .E. / � � ♦ �� 9 F �♦ "�� X 0 0 1 t o, F , Li 43 0 0 N i U.UOO!)%000JU4\20UUUlwd\t_ny(%C dslC;lC 1- (:lU2.dwg, 1l2220UG i I L2.UU 1'M• CW1seMan. AI % 21 Jj ' 4 1 D n o 4 1 t / ♦ J 16500.0 SQ. FT. `fix pp L 10 t NI 84' 8 E u� OOO s- .9 1 , / 0.38 ACRES x 0 IRREGULAR TREE o a o 1 t i ♦ '� '9 • 6.41, ABNEY HIGHLAND DRIVE - � 00 406645.2 SQ. FT. .� o ° 9.34 ACRES �sr• ��` 000 o � ° 1+67.61 PC 1+00 ` � 00 ._..- •---• --- ° ° o ♦ ` , O `S i �Q. NINNY } 5, X ., .► r r r ♦ 1 i i MOW am 000 woo go / o ° � •- �� D.E. .20 t t Lo �� N 89"50'59" W 182.02 . t 6 1 i 180-05 • 30 t 26.01 sr , ° o .� / / -.` r•25:�4' 140.03' 16:7 ' BS t t i S I � � •• 0,0000 ♦ " W i°. 7 18641.8 SQ. Fr. TY 1 IIIIIIIIIII� wi LO r Q �� 1634 r.wanfill "�s ` ♦ S ( 1 1 wx o ♦ �� S ° ` 0.43 ACRES n �# �4g,32 ♦ o ° / IRREGULAR TREE � t c!y PRESERVE EASEMENT C) ,O UJ 3 t x 19 ° I o C, s` NORMAL POOL= 880.50 ' cn ° 7 % Z ♦ 3241.7 SQ. FT. CD ° IRREGULAR TREE ° !' ; 'gyp` 0. ES V v 18 0 o PRESERVE EASEMENT ,� / � % % � N IRREGULAR �, �F 0 4 ° �, ♦ 24731.9 SQ. FT. ♦ S. D. & U.E. o `• �► / Q, rn �� IRREGU ♦♦ DETENTION POND 0.57 ACRES o O ----� o o rn N F ♦ ��. V S.,D. & U.�'.♦ ♦ ELEVATION= 882.00 ° ° r ,, .' °o �, N ° ° o -� F,y ` 0, NORMAL. PAL ELEVATION- 882.00 � N �� ♦ 1 � , � g � o � � C/, WATER SURFACE ELEVATION 886.30 B z � o ♦ P O - 3 0 0 F BANK 888.30 Q o ,� i 462.9 SQ FT. � � � _ •a 0 6 TOP OF NING WALT 885.50 26216.8 SQ. FT. 1 0.72 ACRES .,.,� ,_____ 64• ��.� 0.60 ACRES n --1 0 ° ♦ t S6 j¢ . ...... O ♦ s &3 �, 0 ` t 181• 20 D. & U. E. \ • •O 7 J o 4 . F . 40 21950.4 SQ. FT. 0.50 ACRES r 0 30 SANITARY SEWER EASEMENT C2 t t t t v o E 1-?L--- I I t .00' D.E. 5 Q t t t i ,►.°` , �♦ ♦ 00 4066 5.2 SQ. FT. U.E. 1 t t t ! .vim o .r 9.34 ACRES 20 t 1 t � °> > � ♦ 7 � t DETENTION POND 39.24 6.33 3 ^� ^, r ORf�A1. POOL ELEVATION= 888.00 • `' 0 t 1 1 1 L 8 0 ' 3 4 ; �' �� _ _ _ _ _ -- N 9 , 100 YEAR WATER SURFACE ELEVATION- 892.10 0 �, Q \ o D. 6 ♦ / � • o TOP OF BANK 894.25 _ 1 �F ♦ oo , �, 01110 �.. I I TOP OF RETAINING WALL= 891.x0 0 11 +00 �, ,- 00 17468.6 SQ. FT. ♦ ♦ � � t � t --�+ % IRREGULAR 1_.. 0.40 ACRES ♦ Z 4 ♦� ,� o, 10 +96.29PC 10 33.20PT 1Q+ 3 �. , ♦ & U.E. Q I o �� 00 �s t 1 8 ♦ 00 W� a o 1 ' � a.. Will - D 8 60.61 L 51 . 6 g C� , "� �'�� STORA e -SIN 00 • • 406645.2 SQ. 9� G, _ N 89652'29" W 20' D. & U.E. 00 ' ♦ ` NORMAL. POOL-8$8:5fl_ � � 9.34 ACRE I • 7 2,� �J ♦ ° i 140.00 Jo % o 1 09, �• JJ o O 3: j Q O 1 • N D '�' `�0 ' • ° ' ��. 6, s 20551.0 SQ. ITS ° --� �6 ♦ � O�, 6 ' 0.47 ACRES ** . LO w O ` ' 1 0 0 o N l �� � 9 i I' � 1 ` ' '� 1 / O O 18921.5 SQ. FT. o O ° .� 1 7911 a` 17532.9 SQ. FT. '�.' _ o 0.43 ACRES �1 . g.3 , 0,�1,�, s` c•, ♦ 0 ` / 1 4, L •_„ �+ 0.40 ACRES L, w 63.67 x , O S 0 N 0 -- i IRREGULAR J w W - - �s t ♦ � 3 . ° '' 1 �• Jk', - - - � � .E. OF �9S , S.,D. & U.E. I 9F'6L 9l �L'6� 6 - V" ' l G �_,• 8' ly - �; / I 1 �." 0 41 1 w _Y '- - -- , ,► r 9 � • � �� , �� ; IRREG 0 ,- ., Nl � S 89 50 59 E - o ♦ S.,D. & .E. ° N 89652'29" W �156> , 48,92 G 20824. SQ. FT. � N o 136.50 �� 0.4 AC r 124.96 - - -T- - �� >x RES moo, L o ♦ �• CD C X 7A J "O Vt 1 loct °' ' 28062.7 SQ. FT. -- LAJ 3 �o S.,D. & U.E. N ° � w ` 2958.7 SQ. FT. + , jg r /' J 3 • rn _ � o } , CL N 0.07 ACRES 4 00 61.785 5263 C1: �' 1 22874.1 SQ. FT. o •? 19002.7 SQ. FT. ` ' 0.53 ACRES �, 1. 1 �A� � �' � � .E. W '' 0.44 ACRES o l I w r 11 �► / 0 71.67 . , o� o +12.7 4 +ao -z o ° •o b o ___ __ - ____ wo 24333.7 SQ. FT. / `` 0 4 `SO • � Z 0.56 ACRES 0 .43 PT 8 6� F CN Lq 0.64 ACRES C:) 00 z •� 40 ".,".....rwo I 6 � nP �o N ?0 S, i .94 • v 4/ S • 40, p, i 1 1 4 � • & � � Ill, C ��. t �F, (lA j ���. o UJ t S�cO J 3 30 BSL •s6. L, s , , 134 o• & u.�. , 1 ,�� t •� 0 1L 51 . 19 L 5 9 i t •�� 26020.0 s . Fr. $ ' � �p p�° ^� ��^� Q C¢ 1 1 1 o ►�`ti• 12 0.60 ACRES 7 N 28282.7 SQ. FT. POINT DRIVE ____ +ZB•go 0.65 ACRES ° ,off A,B�L'Y p� 1 0 29228.0 SQ. FT w --- rn W 0 67 AC d ^% o� 3 +00 2 +00 • -? w --J p C4 QDO, I0 - 2 3 . 5 , - oo� � I IRRE ULAR D.E. _ 1 R 1 ______ _____ �" ____ ,.. -•- IRREgUl KR D.E. �-- IRREGULAR D.E_._- 0 1 �RREGLI& D.E. IRREGULAR TREE '--- PRESERVE EASEMENT o '~ 15'D.E. / 46334.4 SQ. FT. 'r= o 0 ~~ 1.06 ACRES '' 1.5' THE RESERVE EASEMENT ON WIRE 11�F1 EE PRESERVE EASEMENT 210.22' 42.94' 143.11' �� T 644.09' - �� __�_- y` 4 F,�,4M FENCE .. , X X x X _ X _ X -- .---- • -�-�N( X� �..�' X X .. _ ' X X � A X X ._... ..:X X --- -:-- =--�X X X X �: X w-- X X ----� X X w _-- X X 6'CHAIINI NK FENCE ' .�.._. x X X X X x X �MN LINK FENCE S 89'41'24° W 1319.00' DETENTION POND NORMAL. PM E1EVATION =8910 00 100 YEAR WATER SURFACE DHATIQN= 892.58 4' fiOOD PRIVACY FENCE TOP OF BANK= 895.50 TOP OF RETAINING WALL= VARIES MIN, 893.50 ; MAX. 896.00 1 SITE PLAN LEGEND PROPOSED CONSTRUCTION CONSTRUCTION LIMITS BUILDING SETBACK LINE EASEMENT LINE RIGHT -OF -WAY CENTERLINE FENCE SWALE FLOWLINE > 0 0 0 > 0 0 0 PROPOSED FLOOD PLAIN mom EXISTING FLOODWAY �- rwrrrr.. ��wr�rrwrrr .+�rrrrrrrrrr.�.rr.•a�r-++� RETAINING WALL LOT # o LOT AREA 34200.0 SQ. FT. 0.79 ACRES BUILDING PAD DRIVE WAY KEY NOTE DESCRIPTION > ROLL CURB AND GUTTER (SEE CARMEL DETAIL 10 -10.) O x 1 IN DRIVE WAY x TYPICAL STREET SECTION (SEE PV -36) ------ - - - - -- O3 CONCRETE SIDEWALK(SEE PV -16) 7 RETAINING WALL WITH SPLIT FACE CONCRETE BLOCK WITH APPROPRIATE AND GRANULAR BACKFILL GEOTEXTILE REINFORCEMENTS O4 MULTIUSE ASPHALT PATH (SEE PV -36P) (DESIGN AND DETAILS SUPPLIED BY OTHERS) GUARD RAIL TO BE RATED FOR VEHICULAR IMPACT. �a g % 21 Jj ' 4 1 D n o 4 1 t / ♦ J 16500.0 SQ. FT. `fix pp L 10 t NI 84' 8 E u� OOO s- .9 1 , / 0.38 ACRES x 0 IRREGULAR TREE o a o 1 t i ♦ '� '9 • 6.41, ABNEY HIGHLAND DRIVE - � 00 406645.2 SQ. FT. .� o ° 9.34 ACRES �sr• ��` 000 o � ° 1+67.61 PC 1+00 ` � 00 ._..- •---• --- ° ° o ♦ ` , O `S i �Q. NINNY } 5, X ., .► r r r ♦ 1 i i MOW am 000 woo go / o ° � •- �� D.E. .20 t t Lo �� N 89"50'59" W 182.02 . t 6 1 i 180-05 • 30 t 26.01 sr , ° o .� / / -.` r•25:�4' 140.03' 16:7 ' BS t t i S I � � •• 0,0000 ♦ " W i°. 7 18641.8 SQ. Fr. TY 1 IIIIIIIIIII� wi LO r Q �� 1634 r.wanfill "�s ` ♦ S ( 1 1 wx o ♦ �� S ° ` 0.43 ACRES n �# �4g,32 ♦ o ° / IRREGULAR TREE � t c!y PRESERVE EASEMENT C) ,O UJ 3 t x 19 ° I o C, s` NORMAL POOL= 880.50 ' cn ° 7 % Z ♦ 3241.7 SQ. FT. CD ° IRREGULAR TREE ° !' ; 'gyp` 0. ES V v 18 0 o PRESERVE EASEMENT ,� / � % % � N IRREGULAR �, �F 0 4 ° �, ♦ 24731.9 SQ. FT. ♦ S. D. & U.E. o `• �► / Q, rn �� IRREGU ♦♦ DETENTION POND 0.57 ACRES o O ----� o o rn N F ♦ ��. V S.,D. & U.�'.♦ ♦ ELEVATION= 882.00 ° ° r ,, .' °o �, N ° ° o -� F,y ` 0, NORMAL. PAL ELEVATION- 882.00 � N �� ♦ 1 � , � g � o � � C/, WATER SURFACE ELEVATION 886.30 B z � o ♦ P O - 3 0 0 F BANK 888.30 Q o ,� i 462.9 SQ FT. � � � _ •a 0 6 TOP OF NING WALT 885.50 26216.8 SQ. FT. 1 0.72 ACRES .,.,� ,_____ 64• ��.� 0.60 ACRES n --1 0 ° ♦ t S6 j¢ . ...... O ♦ s &3 �, 0 ` t 181• 20 D. & U. E. \ • •O 7 J o 4 . F . 40 21950.4 SQ. FT. 0.50 ACRES r 0 30 SANITARY SEWER EASEMENT C2 t t t t v o E 1-?L--- I I t .00' D.E. 5 Q t t t i ,►.°` , �♦ ♦ 00 4066 5.2 SQ. FT. U.E. 1 t t t ! .vim o .r 9.34 ACRES 20 t 1 t � °> > � ♦ 7 � t DETENTION POND 39.24 6.33 3 ^� ^, r ORf�A1. POOL ELEVATION= 888.00 • `' 0 t 1 1 1 L 8 0 ' 3 4 ; �' �� _ _ _ _ _ -- N 9 , 100 YEAR WATER SURFACE ELEVATION- 892.10 0 �, Q \ o D. 6 ♦ / � • o TOP OF BANK 894.25 _ 1 �F ♦ oo , �, 01110 �.. I I TOP OF RETAINING WALL= 891.x0 0 11 +00 �, ,- 00 17468.6 SQ. FT. ♦ ♦ � � t � t --�+ % IRREGULAR 1_.. 0.40 ACRES ♦ Z 4 ♦� ,� o, 10 +96.29PC 10 33.20PT 1Q+ 3 �. , ♦ & U.E. Q I o �� 00 �s t 1 8 ♦ 00 W� a o 1 ' � a.. Will - D 8 60.61 L 51 . 6 g C� , "� �'�� STORA e -SIN 00 • • 406645.2 SQ. 9� G, _ N 89652'29" W 20' D. & U.E. 00 ' ♦ ` NORMAL. POOL-8$8:5fl_ � � 9.34 ACRE I • 7 2,� �J ♦ ° i 140.00 Jo % o 1 09, �• JJ o O 3: j Q O 1 • N D '�' `�0 ' • ° ' ��. 6, s 20551.0 SQ. ITS ° --� �6 ♦ � O�, 6 ' 0.47 ACRES ** . LO w O ` ' 1 0 0 o N l �� � 9 i I' � 1 ` ' '� 1 / O O 18921.5 SQ. FT. o O ° .� 1 7911 a` 17532.9 SQ. FT. '�.' _ o 0.43 ACRES �1 . g.3 , 0,�1,�, s` c•, ♦ 0 ` / 1 4, L •_„ �+ 0.40 ACRES L, w 63.67 x , O S 0 N 0 -- i IRREGULAR J w W - - �s t ♦ � 3 . ° '' 1 �• Jk', - - - � � .E. OF �9S , S.,D. & U.E. I 9F'6L 9l �L'6� 6 - V" ' l G �_,• 8' ly - �; / I 1 �." 0 41 1 w _Y '- - -- , ,► r 9 � • � �� , �� ; IRREG 0 ,- ., Nl � S 89 50 59 E - o ♦ S.,D. & .E. ° N 89652'29" W �156> , 48,92 G 20824. SQ. FT. � N o 136.50 �� 0.4 AC r 124.96 - - -T- - �� >x RES moo, L o ♦ �• CD C X 7A J "O Vt 1 loct °' ' 28062.7 SQ. FT. -- LAJ 3 �o S.,D. & U.E. N ° � w ` 2958.7 SQ. FT. + , jg r /' J 3 • rn _ � o } , CL N 0.07 ACRES 4 00 61.785 5263 C1: �' 1 22874.1 SQ. FT. o •? 19002.7 SQ. FT. ` ' 0.53 ACRES �, 1. 1 �A� � �' � � .E. W '' 0.44 ACRES o l I w r 11 �► / 0 71.67 . , o� o +12.7 4 +ao -z o ° •o b o ___ __ - ____ wo 24333.7 SQ. FT. / `` 0 4 `SO • � Z 0.56 ACRES 0 .43 PT 8 6� F CN Lq 0.64 ACRES C:) 00 z •� 40 ".,".....rwo I 6 � nP �o N ?0 S, i .94 • v 4/ S • 40, p, i 1 1 4 � • & � � Ill, C ��. t �F, (lA j ���. o UJ t S�cO J 3 30 BSL •s6. L, s , , 134 o• & u.�. , 1 ,�� t •� 0 1L 51 . 19 L 5 9 i t •�� 26020.0 s . Fr. $ ' � �p p�° ^� ��^� Q C¢ 1 1 1 o ►�`ti• 12 0.60 ACRES 7 N 28282.7 SQ. FT. POINT DRIVE ____ +ZB•go 0.65 ACRES ° ,off A,B�L'Y p� 1 0 29228.0 SQ. FT w --- rn W 0 67 AC d ^% o� 3 +00 2 +00 • -? w --J p C4 QDO, I0 - 2 3 . 5 , - oo� � I IRRE ULAR D.E. _ 1 R 1 ______ _____ �" ____ ,.. -•- IRREgUl KR D.E. �-- IRREGULAR D.E_._- 0 1 �RREGLI& D.E. IRREGULAR TREE '--- PRESERVE EASEMENT o '~ 15'D.E. / 46334.4 SQ. FT. 'r= o 0 ~~ 1.06 ACRES '' 1.5' THE RESERVE EASEMENT ON WIRE 11�F1 EE PRESERVE EASEMENT 210.22' 42.94' 143.11' �� T 644.09' - �� __�_- y` 4 F,�,4M FENCE .. , X X x X _ X _ X -- .---- • -�-�N( X� �..�' X X .. _ ' X X � A X X ._... ..:X X --- -:-- =--�X X X X �: X w-- X X ----� X X w _-- X X 6'CHAIINI NK FENCE ' .�.._. x X X X X x X �MN LINK FENCE S 89'41'24° W 1319.00' DETENTION POND NORMAL. PM E1EVATION =8910 00 100 YEAR WATER SURFACE DHATIQN= 892.58 4' fiOOD PRIVACY FENCE TOP OF BANK= 895.50 TOP OF RETAINING WALL= VARIES MIN, 893.50 ; MAX. 896.00 1 SITE PLAN LEGEND PROPOSED CONSTRUCTION CONSTRUCTION LIMITS BUILDING SETBACK LINE EASEMENT LINE RIGHT -OF -WAY CENTERLINE FENCE SWALE FLOWLINE > 0 0 0 > 0 0 0 PROPOSED FLOOD PLAIN mom EXISTING FLOODWAY �- rwrrrr.. ��wr�rrwrrr .+�rrrrrrrrrr.�.rr.•a�r-++� RETAINING WALL LOT # o LOT AREA 34200.0 SQ. FT. 0.79 ACRES BUILDING PAD DRIVE WAY KEY NOTE DESCRIPTION > ROLL CURB AND GUTTER (SEE CARMEL DETAIL 10 -10.) O CONCRETE DRIVEWAY FOR LOCATION ONLY TO BE ------ - - - - -" INSTALLED BY HOME BUILDER. DRIVE WAY 2 TYPICAL STREET SECTION (SEE PV -36) ------ - - - - -- O3 CONCRETE SIDEWALK(SEE PV -16) 7 RETAINING WALL WITH SPLIT FACE CONCRETE BLOCK WITH APPROPRIATE AND GRANULAR BACKFILL GEOTEXTILE REINFORCEMENTS O4 MULTIUSE ASPHALT PATH (SEE PV -36P) (DESIGN AND DETAILS SUPPLIED BY OTHERS) GUARD RAIL TO BE RATED FOR VEHICULAR IMPACT. g ^ �`'S� AL1Q SA7�l4S� R4Ah° (SF� P1� - ?3� � ACTUAL TYPE TO BE SPECIFIED BY CIJENT. EXISTING RESIDENCE TO REMAIN. S.,D.,U., & W.E. = SANITARY, DRAINAGE, UTILITY, AND WALK EASMENT . N.P. = NORMAL POOL B.S.L. = BUILDING SETBACK LINE - -BASED OFF INGRESS /EGRESS EASEMENT E.N.P. = EXISTING NORMAL POOL S.S.E. = SANITARY SEWER EASEMENT 10 YR. = 10 YEAR STORAGE ELEVATION D.E. = DRAINAGE EASEMENT 100 YR. = 100 YEAR STORAGE ELEVATION U.E. = UTILITY EASEMENT SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. 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. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF' THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART 3P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 9. LOCATIONS & ELEVATIONS OF "FLOODWAY LIMITS" AND "100 YEAR FLOOD LIMITS" ARE SHOWN FOR REFERENCE ONLY. DEVELOPER /BUILDER /INDIVIDUAL LOT OWNER TO REFER TO NATIONAL �U0M W.W. Z Nt..1!pMrI 4d.s',p {� �.ti�,.�,.�, �Q EQ.,1,��4<�. m!`.i3 i',' R& Q vTra "'eNt- 99-I R i v INDIVIDUAL LOT /PROJECT CONSTRUCTION. SITE PLAN NOTES 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. i i i i i S 0+06 17 0+ 0 �I I I� � ix 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 5. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 6. SEE SHEETS C303 AND C801 FOR DETAILS REFERENCED. 7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. c 0 N C 0 w � � w z U Z W inUU�z i O O - W ¢ Z www Q DzWz >F- - WU z U J D O D W CL (n a- ° C�zZZ¢� - <<<X_ QUJJ_JF -0 00©©00© 00 rn P` O N 00 N p d- ._ Q ^� O Q I� -NI U 0 = z xx (1) Df V) 0 UJ U 0 •_ `- z I I Q N LLJ 0 0000 z^ r < W ell 2 a O O 0 C-0 ON ry (.0 M W J - C > 'y V) Ui C: , UJ LLB 0 - Cf) m Q�) 0 9:::) CD C OU C1.2 CE BY: r j. ..s£r�•�r;1 P• �d`'�� : • ��15 Tip •. �%'''� % i Pt1050920 , T � .� , STATE E OF �► oil � s � . t. •� t��,lr1YY •v . 0 ;r7 '1`` �• � Y a IT i Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet 202 Date 01 -03 -06 Project Number 050394 -20000 - � � o Shall Not Exceed o o ' •� � - � 1.25 Times Width -= ►'= " '. VARIES ** ti PAVEMENT MARKING -STOP BAR, 24" DOUBLE YELLOW PAVEMENT STRIPING LINES SOLID WHITE PAVEMENT STRIPING LINES 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION. 4" DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING ARE TO BE USED. ALSO �� TRAFFIC STRIPING NO SCALE (ALL STRIPING SHALL BE THERMOPLASTIC) 1.0' GRASS AREA 5 FROM EDGE OF 6.5' PLANTING STRIP CONCRETE SIDEWALK TO R.O.W. SIDEWALK 50 7.5' PLANTING STRIP CONCRETE SIDEWALK 40' RADIUS ROAD ALLOWS FOR PARALLEL PARKING ALONG BOTH SIDES OF THE ROADWAY OPEN SPACE FLECTIVE POND C R/W & PAVEMENT CURB GRADES SHOWN IN PROFILES R/W Line R/W Line �-� ARE AT THIS POINT EXISTING GRADE SHOWN IN I so PROFILE IS AT THIS POINT VARI S R/W 7 12.5' FROM BACK OF CURB VARIES FRO BAC TO BACK OF CURB 12. FROM BACK OF CURB , ' � 1 5, 1, EXISTING GRADE 1 5 2 BITUMINOUS i SURFACE 2 CONC. ONC CONC CONC. 3 WALK CURB CURB K 1� 3 1/4 PER 1 1 4" PER 1' (Min.) 4 PER 3 Y Ar 7 1rlJG.ia 8 1 i 1w7 V S. 7 1tj ;C7t -.i Mlrt; o c oo no °•°<+$ 8� o a Cop 00 o ,e 0 ••, Boa ar t o e a � C'r TYPICAL FILL AREA - TYPICAL CUT AREA TYPICAL 2' -0" CONC. ROLL CURB & GUTTER UNDERDRAIN (TYP) REFER TO PV -36 FOR ASPHALT PAVEMENT SECTION (SEE DETAIL) PREPARED SUBGRADE COMPACTED TO 95% MODIFIED PROCTER TYPICAL STREET SECTION SR10 HNOCALE (CITY OF CARMEL) BL SI' 1.0 GRASS AREA 6.5' PLANTING STRIP 6.5' PLANTING STRIP 1.0� GRASS AREA FROM EDGE OF FROM EDGE OF SIDEWALK TO R.O.W. SIDEWALK TO R.O.W. 5' S' CONCRETE CONCRETE SIDEWALK SIDEWALK BL SI' ROAD ALLOWS FOR PARALLEL PARKING ALONG BOTH SIDES OF THE ROADWAY 22 E.O.P. 26' ROADWAY 51' R.O.W. 51' ReO.Ws —LOCAL ROADWAY NO SCALE C r B • •, i' -• - ' • Q RAM S OPE Mx.-1 PR'F•d A A B • - �o 0 PLAN 4' MIN. 2' .. ' Mnx• �" P ROLL CURB • • . • PER FOOT TRANSITION M •N ' 4 ASPHALT SECTION A -A P eRpn �in� FLARED SIDE ROLL CURB DETECTABLE WARNING SURFACE SEE IN DETAIL E 604- SWCR -02 EDGE OF PVMT Ld Li CL 1.0' GRASS AREA 6.5' PLANTING STRIP 6.5' PLANTING STRIP 1.0� GRASS AREA FROM EDGE OF FROM EDGE OF SIDEWALK TO R.O.W. SIDEWALK TO R.O.W. 51 59 CONCRETE CONCRETE SIDEWALK SIDEWALK 40' RADIUS ZOAD ALLOWS FOR PARALLEL 'ARKING ALONG BOTH SIDES )F THE ROADWAY 26' E.O.P. 8' E.O.P ffW 30' ROADWAY 22' ROADWAY 55' R.O.W. 47' R.O.W. 47' R.O.W. —LOCAL ROADWAY 2 55' R.O.W. —LOCAL ROADWAY NO SCALE NO SCALE 0 SECTION B -B 6" MONOLITHIC - CURB AND WALK ACCESSIBLE RAMP DETAIL NO SCALE PAVEMENT —� TRANSVERSE EXPANSION JOINTS t� i s i t 0: 1200510503941200001cad1Engr %CdstC203- C204.dwg, 1/112006 11 :4820 PM, cwisema ** SEE GENERAL NOTES PV -34 100' TOP OF CURB A s 4 4-- v e• va •ten a �• 4 . ; d BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS NO SCALE CURB JOINT DETAIL (DCAM X12 -04) TOP OF 6" CURB 3' TAPER PAVEMENT SURFACE - Lam. � a • � ai"_-_ � � •_� ' i• • NO SCALE �COMPACiED STONE CURB END TRANSITION :EIL'. CITES Giese .dzr ensio s. a e'bdsed on a In., cu 0:4 = 0.9" : :ha' ht.'They shalt be:PrOporfionWly-adIusted cv a • . for ether zxirb :heighis. • • . . • . • - . • - • ....� �< . _ .. • . • • � • • ... .. .. .. 2 r e ' si Ili d :. . a b reel a .co truth a• �1lUE1e e- sit �nfe u s ns 1 t� • . •... • •o .. tY P. ; . ... 5.33./a . +.5. --1 .3 ,4 >:1 i tc thewidtri shtwn, such.wldt eta Ue - • .Y' ,3 fib . ec♦reased�to•a m'r�i rrl :o# 3 -�}.-. .. morn -. .. �°la•tnaximvm-- _ , . :Senor a -a: 3: The botfom ed 4. the curbm ;s i be.'. _ go. S care. affirm.. , . ih f- P ush:iv a ed a �ad'a merit tai :tai 4 CBtit V°e. -Q -� .. .. _ :�A � 2-i}- ve stn i . , . • . . i . . . . nd ffer fine; . .� .. • - • . e cud as � of . • . _ .. ebra�c :diffor$nce • D •� USED. .� E tea mot�oEi ih . excoads Y.- e t to areas theo o c tam s •$ I. ndl haI 1 N: D ETA CTA8 L Y1ARN I I G S. 14 P `1114v ma).dmum crbo s t10 • e of �6 '# in an n i� ,Y .�tirectian:�he sifa•�Iniaasibt eciudBS _ •C C���: _ _ .� p .. .. �� .... .... SAN OF:.GRAD�.• . . ' f3e%ctabla warruri brick tariin slo of 50. "'t n'an ifoGtipn tfie 9 a ' t , y it tus e . ad s• ro• I� of •' .. .. .. .. .. -'sio e �• :e � nd ;cuter - 5Q xceo Seto n bed 9 Slo Pe.1 . 1 . - . - '. , -. . ' .. • .. � '..;:.... Concrete base � •• .. � ... - . �. .. .�2.. ... .. .. . 5 f _l. r rY4 ctiD I site. tnfoasib p �ciuoas co fru n to.. . = •PAvEm i�.3 . the width shown th ©1a i wit# ma •... Y.. - dec rseased to V -0 mini. urn.* Th6 rurinsrt O. o a #.thesxsrb'-� rti ba steepened to Pa P P8 � axtmurn b.f. 'tD or u m i �.rriaxiin m s In: Ise: A P: GROOVES. 'DETAIL* IL* 0 RAC! R S C. -� SUR ACE Q- S M U 0 :BR K P G N TR T N: h d 1 �.i�l"atn a� in #ads � oul ba kited . h�t : : cc� ramps to :pravant: udd es: at the. th : - : :: :. • . P of ts�vel... Q # Sae'.- Standar Drawin . F, 4=8,42 .f r . d 9 o. mptn�d access -pan narrow sic AI e4sato d fer,�nca rade.between =tile base INDIANA :DEPARTMENT :QF TftANSPORTATtflN :. • : of curt np:arid'#ia cmer.shalfbd iirNtedaa S#D LK Ci3RS: RAMP ns n o rf :. E1J11A . • "than.'t'i�::�f:it is riot. ractical,:a 2'- 0-wida . Ga tiuctia • ,t.aiFb . ie f siri shall be nvvicied: See: detail: sketch. se arated:fiam:ram -GENE jai,. NOTES L P p. p •• . •• .• •• ,- - .- . .. .- ' • . • . .. .. .. - . - • ... 'STANDARD 10RA11�Na N0.•E: 'f�R -O2: •:• .. ... . . . . . . .. . . . . . .. - .. .. .• .. •• - .. � .- - : .. .. .. _• _. .. -. - ..: rte_ mac' .. -: •A .T U CONSTRUCTION" .. �• � •: el L ER�IAT� �C RB• •� : - _ . , - - - .. .. .. - - - tie, 1�� �'�•.� •OttF. IIM��tM4'sYER • .•Zi+►7€. _ - 6 �: - ' '- ••°y:.��•�..._. - .•iii • -- -._. _ .. - -_. _.. O a 0 W 0 N C 0 0 w � � w � w w z = cn Z �� c�oo �waz�Q zwz�l••- wza�jo F- •w�acn� U S Z Z Z Q QUJJJ�C� 00 rn o N `- (.0 � N Q ^� oQ� � = z X U Q Q ^ LL. •a. N a_ � a �zN i Q�w CD ff f ca ry Q0 LLJ 0 00 Z t\ t� by U ' L a 0 0 0 Q� O N W O > .. W • °- o L,l.J M � N 0- I-- m Q.) o 0 00 �3 V CE ED BY: , 7 4p w +r•J ecP tr o l/ ,s'y l/A V L Grown By: SARA E. FARNY, El Checked By. CHRIS M. WISEMAN, PE Quality assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1 NA ' Sheet Date 01-03-06 Project Number 050394 -20000 ' •� ' Property Line o Bock Of Curb .5 X'--0" Min. • -Slope �1f t. Graded Lawns = r--- --- -�- --' Spacing Between � � � • .•' Min T it .•. .. • .. •: Sidewalk • • • ' �, ►� 4 Top Soil � > •�•- f 4 * Backfill Prepared Sub grade Transverse Joints � � • N - TYPICAL SIDEWALK. SECTION;.. ' . :.... • NOT TO SCALE . THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE ' MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH, SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH .SECTION 207.02 OF THE • STANDARD' SPECIFICATIONS, r ' Tooled Or Sawed Joints 4 Thickness • .. :.. • .• • Class "A" Concrete.`' . -• : ••. '� - 4" Minimum Sidewalk -Built With Driveways Shall Have Minimum Thickness Of Or- Thickness Of Driveway Which. Ever Is Greater. • CONCRETE SIDEWALK NOT TO SCALE ' CITY of CARMEL STANDARDS SIDEWALK DETAILS REVISED FIGURE in-14 # - � � o Shall Not Exceed o o ' •� � - � 1.25 Times Width -= ►'= " '. VARIES ** ti PAVEMENT MARKING -STOP BAR, 24" DOUBLE YELLOW PAVEMENT STRIPING LINES SOLID WHITE PAVEMENT STRIPING LINES 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION. 4" DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING ARE TO BE USED. ALSO �� TRAFFIC STRIPING NO SCALE (ALL STRIPING SHALL BE THERMOPLASTIC) 1.0' GRASS AREA 5 FROM EDGE OF 6.5' PLANTING STRIP CONCRETE SIDEWALK TO R.O.W. SIDEWALK 50 7.5' PLANTING STRIP CONCRETE SIDEWALK 40' RADIUS ROAD ALLOWS FOR PARALLEL PARKING ALONG BOTH SIDES OF THE ROADWAY OPEN SPACE FLECTIVE POND C R/W & PAVEMENT CURB GRADES SHOWN IN PROFILES R/W Line R/W Line �-� ARE AT THIS POINT EXISTING GRADE SHOWN IN I so PROFILE IS AT THIS POINT VARI S R/W 7 12.5' FROM BACK OF CURB VARIES FRO BAC TO BACK OF CURB 12. FROM BACK OF CURB , ' � 1 5, 1, EXISTING GRADE 1 5 2 BITUMINOUS i SURFACE 2 CONC. ONC CONC CONC. 3 WALK CURB CURB K 1� 3 1/4 PER 1 1 4" PER 1' (Min.) 4 PER 3 Y Ar 7 1rlJG.ia 8 1 i 1w7 V S. 7 1tj ;C7t -.i Mlrt; o c oo no °•°<+$ 8� o a Cop 00 o ,e 0 ••, Boa ar t o e a � C'r TYPICAL FILL AREA - TYPICAL CUT AREA TYPICAL 2' -0" CONC. ROLL CURB & GUTTER UNDERDRAIN (TYP) REFER TO PV -36 FOR ASPHALT PAVEMENT SECTION (SEE DETAIL) PREPARED SUBGRADE COMPACTED TO 95% MODIFIED PROCTER TYPICAL STREET SECTION SR10 HNOCALE (CITY OF CARMEL) BL SI' 1.0 GRASS AREA 6.5' PLANTING STRIP 6.5' PLANTING STRIP 1.0� GRASS AREA FROM EDGE OF FROM EDGE OF SIDEWALK TO R.O.W. SIDEWALK TO R.O.W. 5' S' CONCRETE CONCRETE SIDEWALK SIDEWALK BL SI' ROAD ALLOWS FOR PARALLEL PARKING ALONG BOTH SIDES OF THE ROADWAY 22 E.O.P. 26' ROADWAY 51' R.O.W. 51' ReO.Ws —LOCAL ROADWAY NO SCALE C r B • •, i' -• - ' • Q RAM S OPE Mx.-1 PR'F•d A A B • - �o 0 PLAN 4' MIN. 2' .. ' Mnx• �" P ROLL CURB • • . • PER FOOT TRANSITION M •N ' 4 ASPHALT SECTION A -A P eRpn �in� FLARED SIDE ROLL CURB DETECTABLE WARNING SURFACE SEE IN DETAIL E 604- SWCR -02 EDGE OF PVMT Ld Li CL 1.0' GRASS AREA 6.5' PLANTING STRIP 6.5' PLANTING STRIP 1.0� GRASS AREA FROM EDGE OF FROM EDGE OF SIDEWALK TO R.O.W. SIDEWALK TO R.O.W. 51 59 CONCRETE CONCRETE SIDEWALK SIDEWALK 40' RADIUS ZOAD ALLOWS FOR PARALLEL 'ARKING ALONG BOTH SIDES )F THE ROADWAY 26' E.O.P. 8' E.O.P ffW 30' ROADWAY 22' ROADWAY 55' R.O.W. 47' R.O.W. 47' R.O.W. —LOCAL ROADWAY 2 55' R.O.W. —LOCAL ROADWAY NO SCALE NO SCALE 0 SECTION B -B 6" MONOLITHIC - CURB AND WALK ACCESSIBLE RAMP DETAIL NO SCALE PAVEMENT —� TRANSVERSE EXPANSION JOINTS t� i s i t 0: 1200510503941200001cad1Engr %CdstC203- C204.dwg, 1/112006 11 :4820 PM, cwisema ** SEE GENERAL NOTES PV -34 100' TOP OF CURB A s 4 4-- v e• va •ten a �• 4 . ; d BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS NO SCALE CURB JOINT DETAIL (DCAM X12 -04) TOP OF 6" CURB 3' TAPER PAVEMENT SURFACE - Lam. � a • � ai"_-_ � � •_� ' i• • NO SCALE �COMPACiED STONE CURB END TRANSITION :EIL'. CITES Giese .dzr ensio s. a e'bdsed on a In., cu 0:4 = 0.9" : :ha' ht.'They shalt be:PrOporfionWly-adIusted cv a • . for ether zxirb :heighis. • • . . • . • - . • - • ....� �< . _ .. • . • • � • • ... .. .. .. 2 r e ' si Ili d :. . a b reel a .co truth a• �1lUE1e e- sit �nfe u s ns 1 t� • . •... • •o .. tY P. ; . ... 5.33./a . +.5. --1 .3 ,4 >:1 i tc thewidtri shtwn, such.wldt eta Ue - • .Y' ,3 fib . ec♦reased�to•a m'r�i rrl :o# 3 -�}.-. .. morn -. .. �°la•tnaximvm-- _ , . :Senor a -a: 3: The botfom ed 4. the curbm ;s i be.'. _ go. S care. affirm.. , . ih f- P ush:iv a ed a �ad'a merit tai :tai 4 CBtit V°e. -Q -� .. .. _ :�A � 2-i}- ve stn i . , . • . . i . . . . nd ffer fine; . .� .. • - • . e cud as � of . • . _ .. ebra�c :diffor$nce • D •� USED. .� E tea mot�oEi ih . excoads Y.- e t to areas theo o c tam s •$ I. ndl haI 1 N: D ETA CTA8 L Y1ARN I I G S. 14 P `1114v ma).dmum crbo s t10 • e of �6 '# in an n i� ,Y .�tirectian:�he sifa•�Iniaasibt eciudBS _ •C C���: _ _ .� p .. .. �� .... .... SAN OF:.GRAD�.• . . ' f3e%ctabla warruri brick tariin slo of 50. "'t n'an ifoGtipn tfie 9 a ' t , y it tus e . ad s• ro• I� of •' .. .. .. .. .. -'sio e �• :e � nd ;cuter - 5Q xceo Seto n bed 9 Slo Pe.1 . 1 . - . - '. , -. . ' .. • .. � '..;:.... Concrete base � •• .. � ... - . �. .. .�2.. ... .. .. . 5 f _l. r rY4 ctiD I site. tnfoasib p �ciuoas co fru n to.. . = •PAvEm i�.3 . the width shown th ©1a i wit# ma •... Y.. - dec rseased to V -0 mini. urn.* Th6 rurinsrt O. o a #.thesxsrb'-� rti ba steepened to Pa P P8 � axtmurn b.f. 'tD or u m i �.rriaxiin m s In: Ise: A P: GROOVES. 'DETAIL* IL* 0 RAC! R S C. -� SUR ACE Q- S M U 0 :BR K P G N TR T N: h d 1 �.i�l"atn a� in #ads � oul ba kited . h�t : : cc� ramps to :pravant: udd es: at the. th : - : :: :. • . P of ts�vel... Q # Sae'.- Standar Drawin . F, 4=8,42 .f r . d 9 o. mptn�d access -pan narrow sic AI e4sato d fer,�nca rade.between =tile base INDIANA :DEPARTMENT :QF TftANSPORTATtflN :. • : of curt np:arid'#ia cmer.shalfbd iirNtedaa S#D LK Ci3RS: RAMP ns n o rf :. E1J11A . • "than.'t'i�::�f:it is riot. ractical,:a 2'- 0-wida . Ga tiuctia • ,t.aiFb . ie f siri shall be nvvicied: See: detail: sketch. se arated:fiam:ram -GENE jai,. NOTES L P p. p •• . •• .• •• ,- - .- . .. .- ' • . • . .. .. .. - . - • ... 'STANDARD 10RA11�Na N0.•E: 'f�R -O2: •:• .. ... . . . . . . .. . . . . . .. - .. .. .• .. •• - .. � .- - : .. .. .. _• _. .. -. - ..: rte_ mac' .. -: •A .T U CONSTRUCTION" .. �• � •: el L ER�IAT� �C RB• •� : - _ . , - - - .. .. .. - - - tie, 1�� �'�•.� •OttF. IIM��tM4'sYER • .•Zi+►7€. _ - 6 �: - ' '- ••°y:.��•�..._. - .•iii • -- -._. _ .. - -_. _.. O a 0 W 0 N C 0 0 w � � w � w w z = cn Z �� c�oo �waz�Q zwz�l••- wza�jo F- •w�acn� U S Z Z Z Q QUJJJ�C� 00 rn o N `- (.0 � N Q ^� oQ� � = z X U Q Q ^ LL. •a. N a_ � a �zN i Q�w CD ff f ca ry Q0 LLJ 0 00 Z t\ t� by U ' L a 0 0 0 Q� O N W O > .. W • °- o L,l.J M � N 0- I-- m Q.) o 0 00 �3 V CE ED BY: , 7 4p w +r•J ecP tr o l/ ,s'y l/A V L Grown By: SARA E. FARNY, El Checked By. CHRIS M. WISEMAN, PE Quality assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1 NA ' Sheet Date 01-03-06 Project Number 050394 -20000 ' •� ' 'c o o • ' L S Spacing Between � � � • • � > > T Transverse Joints � � • N - VARIES ** ti PAVEMENT MARKING -STOP BAR, 24" DOUBLE YELLOW PAVEMENT STRIPING LINES SOLID WHITE PAVEMENT STRIPING LINES 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION. 4" DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING ARE TO BE USED. ALSO �� TRAFFIC STRIPING NO SCALE (ALL STRIPING SHALL BE THERMOPLASTIC) 1.0' GRASS AREA 5 FROM EDGE OF 6.5' PLANTING STRIP CONCRETE SIDEWALK TO R.O.W. SIDEWALK 50 7.5' PLANTING STRIP CONCRETE SIDEWALK 40' RADIUS ROAD ALLOWS FOR PARALLEL PARKING ALONG BOTH SIDES OF THE ROADWAY OPEN SPACE FLECTIVE POND C R/W & PAVEMENT CURB GRADES SHOWN IN PROFILES R/W Line R/W Line �-� ARE AT THIS POINT EXISTING GRADE SHOWN IN I so PROFILE IS AT THIS POINT VARI S R/W 7 12.5' FROM BACK OF CURB VARIES FRO BAC TO BACK OF CURB 12. FROM BACK OF CURB , ' � 1 5, 1, EXISTING GRADE 1 5 2 BITUMINOUS i SURFACE 2 CONC. ONC CONC CONC. 3 WALK CURB CURB K 1� 3 1/4 PER 1 1 4" PER 1' (Min.) 4 PER 3 Y Ar 7 1rlJG.ia 8 1 i 1w7 V S. 7 1tj ;C7t -.i Mlrt; o c oo no °•°<+$ 8� o a Cop 00 o ,e 0 ••, Boa ar t o e a � C'r TYPICAL FILL AREA - TYPICAL CUT AREA TYPICAL 2' -0" CONC. ROLL CURB & GUTTER UNDERDRAIN (TYP) REFER TO PV -36 FOR ASPHALT PAVEMENT SECTION (SEE DETAIL) PREPARED SUBGRADE COMPACTED TO 95% MODIFIED PROCTER TYPICAL STREET SECTION SR10 HNOCALE (CITY OF CARMEL) BL SI' 1.0 GRASS AREA 6.5' PLANTING STRIP 6.5' PLANTING STRIP 1.0� GRASS AREA FROM EDGE OF FROM EDGE OF SIDEWALK TO R.O.W. SIDEWALK TO R.O.W. 5' S' CONCRETE CONCRETE SIDEWALK SIDEWALK BL SI' ROAD ALLOWS FOR PARALLEL PARKING ALONG BOTH SIDES OF THE ROADWAY 22 E.O.P. 26' ROADWAY 51' R.O.W. 51' ReO.Ws —LOCAL ROADWAY NO SCALE C r B • •, i' -• - ' • Q RAM S OPE Mx.-1 PR'F•d A A B • - �o 0 PLAN 4' MIN. 2' .. ' Mnx• �" P ROLL CURB • • . • PER FOOT TRANSITION M •N ' 4 ASPHALT SECTION A -A P eRpn �in� FLARED SIDE ROLL CURB DETECTABLE WARNING SURFACE SEE IN DETAIL E 604- SWCR -02 EDGE OF PVMT Ld Li CL 1.0' GRASS AREA 6.5' PLANTING STRIP 6.5' PLANTING STRIP 1.0� GRASS AREA FROM EDGE OF FROM EDGE OF SIDEWALK TO R.O.W. SIDEWALK TO R.O.W. 51 59 CONCRETE CONCRETE SIDEWALK SIDEWALK 40' RADIUS ZOAD ALLOWS FOR PARALLEL 'ARKING ALONG BOTH SIDES )F THE ROADWAY 26' E.O.P. 8' E.O.P ffW 30' ROADWAY 22' ROADWAY 55' R.O.W. 47' R.O.W. 47' R.O.W. —LOCAL ROADWAY 2 55' R.O.W. —LOCAL ROADWAY NO SCALE NO SCALE 0 SECTION B -B 6" MONOLITHIC - CURB AND WALK ACCESSIBLE RAMP DETAIL NO SCALE PAVEMENT —� TRANSVERSE EXPANSION JOINTS t� i s i t 0: 1200510503941200001cad1Engr %CdstC203- C204.dwg, 1/112006 11 :4820 PM, cwisema ** SEE GENERAL NOTES PV -34 100' TOP OF CURB A s 4 4-- v e• va •ten a �• 4 . ; d BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS NO SCALE CURB JOINT DETAIL (DCAM X12 -04) TOP OF 6" CURB 3' TAPER PAVEMENT SURFACE - Lam. � a • � ai"_-_ � � •_� ' i• • NO SCALE �COMPACiED STONE CURB END TRANSITION :EIL'. CITES Giese .dzr ensio s. a e'bdsed on a In., cu 0:4 = 0.9" : :ha' ht.'They shalt be:PrOporfionWly-adIusted cv a • . for ether zxirb :heighis. • • . . • . • - . • - • ....� �< . _ .. • . • • � • • ... .. .. .. 2 r e ' si Ili d :. . a b reel a .co truth a• �1lUE1e e- sit �nfe u s ns 1 t� • . •... • •o .. tY P. ; . ... 5.33./a . +.5. --1 .3 ,4 >:1 i tc thewidtri shtwn, such.wldt eta Ue - • .Y' ,3 fib . ec♦reased�to•a m'r�i rrl :o# 3 -�}.-. .. morn -. .. �°la•tnaximvm-- _ , . :Senor a -a: 3: The botfom ed 4. the curbm ;s i be.'. _ go. S care. affirm.. , . ih f- P ush:iv a ed a �ad'a merit tai :tai 4 CBtit V°e. -Q -� .. .. _ :�A � 2-i}- ve stn i . , . • . . i . . . . nd ffer fine; . .� .. • - • . e cud as � of . • . _ .. ebra�c :diffor$nce • D •� USED. .� E tea mot�oEi ih . excoads Y.- e t to areas theo o c tam s •$ I. ndl haI 1 N: D ETA CTA8 L Y1ARN I I G S. 14 P `1114v ma).dmum crbo s t10 • e of �6 '# in an n i� ,Y .�tirectian:�he sifa•�Iniaasibt eciudBS _ •C C���: _ _ .� p .. .. �� .... .... SAN OF:.GRAD�.• . . ' f3e%ctabla warruri brick tariin slo of 50. "'t n'an ifoGtipn tfie 9 a ' t , y it tus e . ad s• ro• I� of •' .. .. .. .. .. -'sio e �• :e � nd ;cuter - 5Q xceo Seto n bed 9 Slo Pe.1 . 1 . - . - '. , -. . ' .. • .. � '..;:.... Concrete base � •• .. � ... - . �. .. .�2.. ... .. .. . 5 f _l. r rY4 ctiD I site. tnfoasib p �ciuoas co fru n to.. . = •PAvEm i�.3 . the width shown th ©1a i wit# ma •... Y.. - dec rseased to V -0 mini. urn.* Th6 rurinsrt O. o a #.thesxsrb'-� rti ba steepened to Pa P P8 � axtmurn b.f. 'tD or u m i �.rriaxiin m s In: Ise: A P: GROOVES. 'DETAIL* IL* 0 RAC! R S C. -� SUR ACE Q- S M U 0 :BR K P G N TR T N: h d 1 �.i�l"atn a� in #ads � oul ba kited . h�t : : cc� ramps to :pravant: udd es: at the. th : - : :: :. • . P of ts�vel... Q # Sae'.- Standar Drawin . F, 4=8,42 .f r . d 9 o. mptn�d access -pan narrow sic AI e4sato d fer,�nca rade.between =tile base INDIANA :DEPARTMENT :QF TftANSPORTATtflN :. • : of curt np:arid'#ia cmer.shalfbd iirNtedaa S#D LK Ci3RS: RAMP ns n o rf :. E1J11A . • "than.'t'i�::�f:it is riot. ractical,:a 2'- 0-wida . Ga tiuctia • ,t.aiFb . ie f siri shall be nvvicied: See: detail: sketch. se arated:fiam:ram -GENE jai,. NOTES L P p. p •• . •• .• •• ,- - .- . .. .- ' • . • . .. .. .. - . - • ... 'STANDARD 10RA11�Na N0.•E: 'f�R -O2: •:• .. ... . . . . . . .. . . . . . .. - .. .. .• .. •• - .. � .- - : .. .. .. _• _. .. -. - ..: rte_ mac' .. -: •A .T U CONSTRUCTION" .. �• � •: el L ER�IAT� �C RB• •� : - _ . , - - - .. .. .. - - - tie, 1�� �'�•.� •OttF. IIM��tM4'sYER • .•Zi+►7€. _ - 6 �: - ' '- ••°y:.��•�..._. - .•iii • -- -._. _ .. - -_. _.. O a 0 W 0 N C 0 0 w � � w � w w z = cn Z �� c�oo �waz�Q zwz�l••- wza�jo F- •w�acn� U S Z Z Z Q QUJJJ�C� 00 rn o N `- (.0 � N Q ^� oQ� � = z X U Q Q ^ LL. •a. N a_ � a �zN i Q�w CD ff f ca ry Q0 LLJ 0 00 Z t\ t� by U ' L a 0 0 0 Q� O N W O > .. W • °- o L,l.J M � N 0- I-- m Q.) o 0 00 �3 V CE ED BY: , 7 4p w +r•J ecP tr o l/ ,s'y l/A V L Grown By: SARA E. FARNY, El Checked By. CHRIS M. WISEMAN, PE Quality assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1 NA ' Sheet Date 01-03-06 Project Number 050394 -20000 ' ► r Adapter Assembly i 1 ' 1 • I 1 , t �--- -- h1 i n.. 6" x2 47 ... Ext ru d. Aluminum -With aou Green Reflectorized Per Standard Spec' Sec. 912.10 And 4 White Letters With �-- 3 ibs /f L Galvanized Channel Sign Post Per Standard Specification Sec. 909.14(0) a . • or - • : •. • f • • .• • is • , 1 • • Is •• �•� - • . . • • • • It •. . �+ ► • < 1I is a Drli Or Set In V. .0 . • • tC� •Compacted Bockf ill • •'• • {!.,'• •• t' • '' • i • • •• , • CITY OF. CARMEL STANDARDS STREET NAME SIGNS osmosis~ REVISED, W" nomwuft-" FIGURE 100--adi'20 Earth Or Sidewalk Surface Concrete Curb Or Curb Gutter Pavement . j C C °G. •(1r°; °: 00;X07 cup o� 06;:� o0 X/K . / o�j o�� o�• o��oO� o� • oc °� c °� '01�0� / 0`°`' z xy'x Q all al N alr> ✓p• r�p �Q: gyp. Washed Aggregate / / J CJ�C' C��a� C l a X00 n C3 n Q �» n = - � . • Mirt• Mirt, - i Ivan• PIPE .0 DE • (Typicol I- - .. . NOTE: PIPE SHALL CONFORM TO REQUIREME.NTS OE SECTION 906.17 OF' STANDARD .SPECIFICATIONS. ' INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. - Scole: 1'' = 1'-- CITY' [[ ' .OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED FIGURE 10--9 Existing Ground Line ,1 • Bond Brecker -al ' •� . Roof in Variable 15 g l Paper Min. A lo, ` • 4 2 :l Mox. Slope ji1 , lr • Curb A . • • `` ,. -�.' Compacted Subgrcde. all = -•-�.la ritbl e � , Existing Ground CompaCted ` GrarsulaP ackft;l•„ Ex'sttng Grou►:d Line Bond Brear;er I F ►1 DETAIL. A—A � ' � • .151 e: 2 �- 1 "0 _ -�. BUILT �r,, .� TH"CKNESS T�.• STDE��AL KS WI I H DR �� E��AYS SHAL. HAVE. KiINIMU , . .t NO � FER. I� CS OR THICKNESS OF DRIVe � &Y, WHICH EVER IS. GREKI Ij £ Scaler' 1'-�-C # . CAHMEL STANA. TY � i DS 1, Sao*" f NEX R Bq E' D `�' t SIDEWALK 1 CURB 7 ' ' i I VR 1 10-15 Aallevoi I Sidewalk C Rai p I l ' E li f� IF C Class A Conc. Moximurn Pomp Slope f'° /fie Place Isolation Joint A{ A . Back Of Curb Line PLAN VIEW Pavement Ramp Sidewalk , 10 . i ,. ..• .: . I ••. •• ........, •, Var. lidth Of Vvr. Isolation Joint lRomp3' Min = Section "A—A" `! 10 10 Contraction Joint (Typ.) . Section n B — Ba' a al It Section C—C _ i i %i 4+ Y w �s `L' . 1'PE I CITY . OF CARMEL STANDARDS CURB RAMP FOR HANDICAPPED REVISED iiGUftE 0 No to I 0 -16 aa- Q0 Votes Top Soil . aM� :. a Low Point jCompacted, �� �� � \ �a p c d '• q 1 8ockfilf Gass "A" Concrete zc cry g � P I �/ Compacted Subgrode or Aggregate Base ' . 24" Minimum . NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. 0 • Scale: 17�" =. l' -if CITY OF, CARMEL STANDARDS _ CONCRETE ROLL CURB GUTFER REVISED _ FIGURE —10 0: 1200510503941200001cadlEnarlCds1C203 -c204 dwn ionn0fi 11.48'03 PM Cwlsemnn '— 1 "" X11 H.A.C. SURFACE PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS 2" g H.A.C. 81NDER 5" #53 COMPACTED STONE SUBBASE MULTI-USE ASPHALT PATH PAVEMENT SECTION PV -36P � NO SCALE � 1" #11 H.M.A. SURFACE PREPARED SUBGRADE 2" #8 H.MA BINDER COMPACTED PER SPECIFICATIONS 3" #5D H.M.A BASE 7" X53 COMPACTED STONE SUBBASE NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON ASPHALT PAVEMENT SECTION PV -36 NO SCALE FOR LOCAL ROADS 1 /8 »RADIUS 1» FILL WITH JOINT SEALER a •d / 4 1/4 . a I d /10 KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT SAWCUT 1/4# CONTROL JOINT q - N, IQ -, - " I / I . . 11. 0. �r 'D T.– D /3. 14 .�. CJ CONTROL JOINT JOINT SEALANT 1/2" BACKER E ROD le 1/2„ PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. EJ EXPANSION JOINT CONCRETE JOINT D NO SCALE 1:1 c 0 a U CD O N c N �[ v >� =E to W Ix W Li Z W Z F— W (^ U) S Z Ld zoo �¢ w zwQ Z w Z ~ U Z Q J� O W C_V) a- U S Z Z Z Q a0_���� 0000000 00 V I O � I o '1 OC)•N Q /1 O Q [� 0 Q Z X = — Q Q Q w Li • c !_1... V) O •_ Nor` U Z N I Q.W 0 00 z r` r .� - �n`c•�'Q�'(y V I, O 0 O -C) o (_0 C!) Q.) N W d- aC W n .0 p W M ;Z�Nc)- F-- m Q) 0 �101001 if:::� (D C: co •- Ir— -.0 red O .CeeZ C IED BY: D y P -t10504020 �� �• 1 tin* T. �1i\ 0 1'�y���'� .t. do b Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WiSEMAN, PE Ql *i ASMIUK DII-i '. TOM SCHELLENBERGER Scale: 0 Scale: 1' = NA' Sheet 204 Date 01 -03 -06 Project Number 050394 -20000 C: •� :,� Spac ►ng Bet�•i Transverse Joint's co c►� to o Shall Not Exceed • . '' .2 Times With Earth Or Sidewalk Surface Concrete Curb Or Curb Gutter Pavement . j C C °G. •(1r°; °: 00;X07 cup o� 06;:� o0 X/K . / o�j o�� o�• o��oO� o� • oc °� c °� '01�0� / 0`°`' z xy'x Q all al N alr> ✓p• r�p �Q: gyp. Washed Aggregate / / J CJ�C' C��a� C l a X00 n C3 n Q �» n = - � . • Mirt• Mirt, - i Ivan• PIPE .0 DE • (Typicol I- - .. . NOTE: PIPE SHALL CONFORM TO REQUIREME.NTS OE SECTION 906.17 OF' STANDARD .SPECIFICATIONS. ' INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. - Scole: 1'' = 1'-- CITY' [[ ' .OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED FIGURE 10--9 Existing Ground Line ,1 • Bond Brecker -al ' •� . Roof in Variable 15 g l Paper Min. A lo, ` • 4 2 :l Mox. Slope ji1 , lr • Curb A . • • `` ,. -�.' Compacted Subgrcde. all = -•-�.la ritbl e � , Existing Ground CompaCted ` GrarsulaP ackft;l•„ Ex'sttng Grou►:d Line Bond Brear;er I F ►1 DETAIL. A—A � ' � • .151 e: 2 �- 1 "0 _ -�. BUILT �r,, .� TH"CKNESS T�.• STDE��AL KS WI I H DR �� E��AYS SHAL. HAVE. KiINIMU , . .t NO � FER. I� CS OR THICKNESS OF DRIVe � &Y, WHICH EVER IS. GREKI Ij £ Scaler' 1'-�-C # . CAHMEL STANA. TY � i DS 1, Sao*" f NEX R Bq E' D `�' t SIDEWALK 1 CURB 7 ' ' i I VR 1 10-15 Aallevoi I Sidewalk C Rai p I l ' E li f� IF C Class A Conc. Moximurn Pomp Slope f'° /fie Place Isolation Joint A{ A . Back Of Curb Line PLAN VIEW Pavement Ramp Sidewalk , 10 . i ,. ..• .: . I ••. •• ........, •, Var. lidth Of Vvr. Isolation Joint lRomp3' Min = Section "A—A" `! 10 10 Contraction Joint (Typ.) . Section n B — Ba' a al It Section C—C _ i i %i 4+ Y w �s `L' . 1'PE I CITY . OF CARMEL STANDARDS CURB RAMP FOR HANDICAPPED REVISED iiGUftE 0 No to I 0 -16 aa- Q0 Votes Top Soil . aM� :. a Low Point jCompacted, �� �� � \ �a p c d '• q 1 8ockfilf Gass "A" Concrete zc cry g � P I �/ Compacted Subgrode or Aggregate Base ' . 24" Minimum . NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. 0 • Scale: 17�" =. l' -if CITY OF, CARMEL STANDARDS _ CONCRETE ROLL CURB GUTFER REVISED _ FIGURE —10 0: 1200510503941200001cadlEnarlCds1C203 -c204 dwn ionn0fi 11.48'03 PM Cwlsemnn '— 1 "" X11 H.A.C. SURFACE PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS 2" g H.A.C. 81NDER 5" #53 COMPACTED STONE SUBBASE MULTI-USE ASPHALT PATH PAVEMENT SECTION PV -36P � NO SCALE � 1" #11 H.M.A. SURFACE PREPARED SUBGRADE 2" #8 H.MA BINDER COMPACTED PER SPECIFICATIONS 3" #5D H.M.A BASE 7" X53 COMPACTED STONE SUBBASE NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON ASPHALT PAVEMENT SECTION PV -36 NO SCALE FOR LOCAL ROADS 1 /8 »RADIUS 1» FILL WITH JOINT SEALER a •d / 4 1/4 . a I d /10 KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT SAWCUT 1/4# CONTROL JOINT q - N, IQ -, - " I / I . . 11. 0. �r 'D T.– D /3. 14 .�. CJ CONTROL JOINT JOINT SEALANT 1/2" BACKER E ROD le 1/2„ PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. EJ EXPANSION JOINT CONCRETE JOINT D NO SCALE 1:1 c 0 a U CD O N c N �[ v >� =E to W Ix W Li Z W Z F— W (^ U) S Z Ld zoo �¢ w zwQ Z w Z ~ U Z Q J� O W C_V) a- U S Z Z Z Q a0_���� 0000000 00 V I O � I o '1 OC)•N Q /1 O Q [� 0 Q Z X = — Q Q Q w Li • c !_1... V) O •_ Nor` U Z N I Q.W 0 00 z r` r .� - �n`c•�'Q�'(y V I, O 0 O -C) o (_0 C!) Q.) N W d- aC W n .0 p W M ;Z�Nc)- F-- m Q) 0 �101001 if:::� (D C: co •- Ir— -.0 red O .CeeZ C IED BY: D y P -t10504020 �� �• 1 tin* T. �1i\ 0 1'�y���'� .t. do b Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WiSEMAN, PE Ql *i ASMIUK DII-i '. TOM SCHELLENBERGER Scale: 0 Scale: 1' = NA' Sheet 204 Date 01 -03 -06 Project Number 050394 -20000 '.U5 C:206.dwU, 111!1006 11.E_36 PM, cw�5�;crZari, 1.1 c 0 :p CL. •c 0 c 0 W � W ��• Z U C� _ W S V) Z W W< Z O � Q >- DZwZ� �U Z U J a LLJ U J a 0 a z QQQ¢(n QUJJJI —C.7 0 0 0 0 0 0 0 00 0) 0 U-) I N `- (C) � N Q ^ � 0Q� a� Do'Q tl 0 Qzx� =_Q a ^� nw LL- • LL. Q Z N I o 00 z r W � R111 Q C� 0 0 CIL -0 00 LLJ d- W _._! .1 W .o 0 LLI M a- � m �o� W Q r-_ a �-0 w � oo N C IED BY: adLy 1 C1 � vM i nti0504920 STATE OF s �y • �� ,%�} �� �P jl` it r 1 `�: `,`� ♦ r ��A� • ~'may ��yJ (�'�,`'��} �� �.: � 'rl i Vii::•. L a 2, ; Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE lluzl;t, 6-mimp . TOM SCHELLENBERGER Scale: 0 Scole: t' = 50' Sheet 2 Date 01 -03-06 Project Number 050394 -20000 U: 11UU51U5U3J4VUUUU1cadltngi lL;dslt;3U1- L3Ul.Cwg, 1 /ZrZUU611:46:U4 PM, Cwtseman, 1.1 11-00 rA llbWAML� Kip", Im AV STORAGE &*'.cAlN NORMAL POOL=879Ao U-UUO!)kU5U394*12UUOUic;ddkLilgf1(;dti1(;3U I -G302.uwg, IO2UU6 11.46.31 PM, cwtseman, 1:1 00, 8 MFL =899.50 t % % Lo ol� I bou I 000- 111000, f rj �3 .00 L4 rl X x 901.35 C) 3.46 B8.30 ♦ Hw 8q 9 .06 49 1" N 'or v \,BEE 901. 875 ol LAI 98 4 -886.30 tj WtP A-] 18 x 887.50 A or 897.3 mom sum Woods= pow % 749 X 000 1L 1000 00, 114 1879 40e-- 0 A-1 j311 J.. vD DRIVE - IL UM401 0 UA --(--793 . W" !'*P 1 0 % ------ 792 7;-.:7.. --- 100, /iTc 1 491 -()nl % ':;\ _ - 1 89 cr) I IE_ I 87q]3:01 CD 00 .._,,. •• .".. ` \. i ' �,r•' -, -I "r••'w f..." - _- ,.- v..- ....... ....... • ` �. � '� ',4 .` ` \,3' � ` C`` ` .--.- , r f , r I i . • No 6 am X\ 411 / /J�� 1 897.40 =I; 'm x 7--CIA' FLCNbk&9 900.56 Rn lk, -8 891 Lo --o o"It. V N WALK 896.00 N A' JL2 1899. x 00 �__ 50 5•001 94 69Z 90 N C:) j 1MV -Aal CA- or 0 0 mizz, MFEG B9,66 0000� 0 13FE=80.66---go 1j \ W /c )It! 150 0 oe 892.50 :05 8 .00 fr 9 UUALO ti Mae) x co o00, 'MFLG=89 2.7-5-- FE-886 63 IN 900.00 J bnn rull 7 A T-.Qn?nn 555 b FPG=894.1 894. t • • "�i/�11.i•i•1���1�1 • • �' •11r1.1•1•A•l•t �1�,� •i • 1 • • • 1 ®R �!;t ftiSkMq� mom=@&. • 0 o( • O r10 BK80 ---- 1%.-1_891.7751 W:tu Ul MOM all Tol Eat a. m mom NEW Mq :r. IL • :� • •lt, %r•t�►T�� ,! / O .. .f A RIM 11 na, lip, Ilk =wdmo I Le o 0& 6 --%-"Aw • mot, • ® • 1 • . • . • - • •+ Me MEN En. I Lim r 6-yn all In IMOL-un w4loN AA.R op R Ap Kf e2ly 67. l9r. I Mir Of 1c. rLl; -1 -LOA -0 Is Now. Ewa JL%mp K TV N"m I Ell; oil] 3. U-11 17=01 ILI - I PR=0 R W -OWT 905;9 -PAD=905.9/4," r LN i ; MOM MFLG=905.94 T Til ",, r,.-. w 70m 1-3 '•1 '1. @ ficilzay. ► I V, J- I - rdwagli w"o, r f 0 904.50 I vub.UUII OF T Rzz 0 05.0 .1� 4.50 lcj� lag 0 05.001 •9-C 7,65 I cl 00. 0 1896.40 9 8) X, 905.` 757 771 760 1� s_. - 0 7 [Tc 6 1189 1 T(V. I 893.00 TC 895.00 ITC 1894.801 i f .` t' ; ' ITC 7 8960' 0 95.80 --- _, ' ENCE I Tr on I I 1,"' 11 f I ! Il 95LI ITC4SO4 e3 4' R VIOVEN wl" A A -7--77' A (911 x "­­7�'_/ A' ------- A I I x I -A 11 X x x x X x X f A x i f x x 4'SkR M f • x x x x x x �-4 X, X X -X­ V��f. X X x x x FWN LINK\FENA X�_ --.S 89"41240 W 1319.00' 6 K M C 896.00 /* I DETWON, P NORMAL POOL ELVATIO 90. X cpov '�YW WATER SURFACE E'D/A1�0 00 uo 4,�- �OOD PRIVACY FENCE 1.58 TOP OF BANK= t950,50-- _0 TOP OF RETAINING WALL= VAR 3.50 Mg. 8Q6.00cF- I co � `,,, -' • -r_ _ - ..w_-.} � ___ _ _. ,~. = `- ; - - __..._._. . _ __ _ • •__,. `•` '� i I `�s co t GRADING PLAN LEGEND GRADING NOTES PROPOSED CONSTRUCTION "7.7 PROPOSED DRAINAGE FLOW ARROW (DIRECTION) ........ I- ALL bKRUL Al tJU UAKT HALL Mttl L 1 11 U MDES. 9. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S PROPOSED PAVEMENT SPOT GRADE A o) Ai I Tn imi wAi I r of Arm w un"Kinimp AorAc REPRESENTATIVE qwm I I: rn c"i Trn V D 1\1 CAD PROPOSED GROUND SPOT GRADE In UmIla. CLEARING UmIlzi Z)ft&L CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS AREAS. BETWEEN CURB AND CLEARING NG LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND HIGH POINT H.P. MATCH EXISTING GRADE IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER 3. INLET PROTECTION DEVICES, ROCK DAMS, AND SILT FENCE SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. DRAINAGE. PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. 11-TOP'OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD EWER A STRUCTURE, LOW POINT L.P. PROPOSED TOP OF CURB GRADE 12•ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING C01887.7 CONSTRUCTION SHALL BE BROUGHT TO THE ATTEN11ON OF THE DESIGN ENGINEER PRIOR TO' ABOVE THE BFE. PROPOSED GUTTER GRADE 6• SEE STREET PLAN & PROFILE SHEET FOR ADDITIONAL GRADES ON STREET. G[887.2 BASE FLOOD ELEVATION BFE=800.0 PROPOSED TOP OF CASTING TC 887.7 DENOTES PATH FOR FLOOD ROUTING =-t> PROPOSED INVERT ELEVATION I I E 1887 FLOOD PROTECTION GRADE FPG=80O.0 01 MINIMUM FIRST FLOOR ELEVATION MFLG=800.0 PROPOSED 1 Ft. CONTOUR THAT CAN TIE INTO SANITARY SEWER 0 PAD ELEVATION FIRST FLOOR PAD=800.0 PROPOSED INDEX CONTOUR WALK OUT ELEVATION FIRST FLOOR WALK OUT=800.0 PROPOSED SWALE o 01'0 PROPOSED TOP OF RETAINING WALL 893.5.0 PROPOSED SWALE WITH SSD SWALE 0 0.50% PROPOSED BOTTOM OF RETAINING WALL (SUB-SURFACE DRAIN) _J6i -0 FLOOD PLAIN LINE • PJILJ NONSTRUCTURAL FILL ARM.,Z). UN COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX In UmIla. CLEARING UmIlzi Z)ft&L CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS AREAS. BETWEEN CURB AND CLEARING NG LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 10-ELEVATIONS AT THE SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET OR YARD SWALES. IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER 3. INLET PROTECTION DEVICES, ROCK DAMS, AND SILT FENCE SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. DRAINAGE. PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. 11-TOP'OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD EWER A STRUCTURE, 4. DISW URMY WCATTONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 5. THE BASE FLOOD ELEVATION (BFE) FOR THIS PROJECT HAS BEEN DETERMINED TO BE 884.70 TO 887.66 12•ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING FEET. THE MINIMUM FINISHED FLOOR ELEVATION INCLUDING BASEMENTS, MUST BE TWO (2) FEET CONSTRUCTION SHALL BE BROUGHT TO THE ATTEN11ON OF THE DESIGN ENGINEER PRIOR TO' ABOVE THE BFE. CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 6• SEE STREET PLAN & PROFILE SHEET FOR ADDITIONAL GRADES ON STREET. 7. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. SUITABLE CLAY SOIL WILL HAVE TO BE USED TO LINE THE PONDS AND IF THIS IS NOT AVAILABLE MUST BE HAULED TO THE SITE AND INSTALLED IN THE BOTTOM OF THE PONDS TO ENSURE PONDS HOLD WATER. OTHER POND LINING OPTIONS MUST BE BROUGHT TO THE ENGINEERS ATTENTION AND QUANTIFIED TO HOLD WATER. 8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE SSD* SUBSURFACE DRAIN PIPE IN SWALES SHALL BE DOUBLE WALL PERFORATED PIPE FILL MATERIAL AND - COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS ( HDPE ) PER HCSO SPECIFICATIONS. THIS ENGINEERED SITE PLAN DOES (NOT) DISCLOSE THE REQUIRED 100 YEAR FLOOD ELEVATION OR WETLAND RESTRICTIONS IN COMPLIANCE WITH REQUIREMENTS OF THE INDIANA DEPARTMENT OF NATURAL RESOURCES RCES (IDNR), THE U.S. ARMY CORPS OF ENGINEERS OR THE FLOOD INSURANCE RATE MAPS (FIRM). THE LOT OWNER OR HIS ENGINEER SHOULD CONSULT THESE SOURCES BEFORE PREPARING SPECIFIC SITE PLANS RELATING TO BUILDING IMPROVEMENTS. THE HOMEOWNER, BUILDER OR HIS REPRESENTATIVE MUST HAVE A PLOT PLAN PREPARED AND SEALED BY A PROFESSIONAL ENGINEER THAT MEETS ALL THE REQUIREMENTS OF THE PLANNING JURISDICTIONS., FEDERAL ARD STAGE LCM 4g=F4S, tZi&ILMM MZ g VjWtR ENCUMBRANCES, THIS PLAN, AMONG OTHER ITEMS, SHALL CONSIDER FLOOR LEVELS, STORM ROUTINGS, AND MINIMUM FLOOR ELEVATIONS. PAUL I. CRIPE, INC., SHALL BE HELD HARMLESS IF THESE REQUIREMENTS ARE NOT MET. MY CONSTRUCTION BELOW THE 100 YEAR FLOOD ZONE xA7 REQUIRES PERMIT FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). 0 ANY CONSTRUCTION IN FLOODWAY REQUIRES PERMIT FROM INDIANA DEPARTMENT OF NATURAL RESOURCES (IDNR). BFE - (BASE FLOOD ELEVATION) MEANS THIS IS THE LOWEST FLOOR ELEVATION PER INDIANA DEPARTMENT OF NATURAL RESOURCES FLOOD CONTROL DIVISION. NO OPENING CAN BE BELOW THIS ELEVATION. FLOODPLAIN NOTES LTHE 100 YEAR BASE FLOOD ELEVATION FOR THIS SITE WAS APPROVED BY IDNR ON OCTOBER 6, 2005, PERMIT NUMBER GN-20, 497, BASIN J14, LETTER WRITTEN BY DAVID B KNIPE, PE, CFM. LANDWATER GROUP, INC HAD PREPARED A FLOODPLAIN STUDY FOR IDNR IN ORDER TO PROPERLY DELINEATE THE FLOODWAY AND FLOODPLAIN ON THIS PROJECT'S SITE. THE BASE FLOOD ELEVATION RANGES FROM 887.66 ON THE EAST BOUNDARY OF THE PARCEL TO 884.70 ON THE WEST SIDE OF THE PARCEL 2. 1 THE ENTIRE SITE IS LOCATED WITHIN THE FLOOD HAZARD ZONE *X-* PER THE FLOOD INSURANCE RATE MAP; COMMUNITY PANEL NO, t6Q57CQ2MF# qMsF.A FEeps, WRX fig, rIM-S. 3. FILL ON WHICH A BUILDING IS TO BE PLACED SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DENSITY USING THE STANDARD PROCTOR TEST METHOD (UNLESS A MORE STRINGENT REQUIREMENT IS INCLUDED IN THE PROJECT SPECIFICATIONS). THE SURFACE OF THE FILL MUST EXTEND AT LEAST 10 FEET FROM THE PERIMETER OF THE BUILDING BEFORE SLOPING BELOW THE BFE. 4. CONSTRUCTION IS PROPOSED TO OCCUR WITHIN THE FLOODWAY AND FLOODPLAIN OF LONG BRANCH CREEK IDNR HAS BEEN NOTIFY AND THE PROPER APPUCATIONS HAVE BEEN FILED. CONSTRUCTION CAN NOT OCCUR UNTIL IDNR AND THE HAMILTON DRAINAGE BOARDS HAS APPROVED AND ISSUED THE PROPER PERMITS FOR CONSTRUCTION. U.12UU51U6U394'%20UUUkCadkEiigA(;Us�G4UI-(AU2.uwg, 102U06 11:36:31 PM, cwiseman, 1:1 O M LLJ Ix LLJ z L.LJ z LLI S to z U) U o X 0 WX 0 Ll z 30- X LLJ Z t-Li z z > UJ z 0 F- LLJ U) (L U) a a 0 z 5;z zz¢ 0 < 5 -J -J -J F- 0 0000000 00 0) r,"-- 0 U-) L4 0 00 0 < ore Z CL < @ =ZX a) — < CL < ,, 0f V) 0 _J C U N < Z N LLI Nt c) 00 W O 0 0 O w d- M 00 > O >W LLJ o2 =0 r"4 Q.. M 0 O 0 C: W co O � — UJ �3 ED By- A 4tt--e R I Vt. < C PE10504920 STATE OF 46 (At Drawn By. SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: WA 1KlAlELJL-ULp1Up1C!E-R Scale: 0 Scale: 11' = 50' Sheet 401 Date 01-03-06 Project Number 050394-20000 U.kzuUJIUJUJU.ilzuuuu1 auxr- liufll.u511.9U I LAUL.UW [j, IILJLUUO 1 LJU.L1 t'M, l.Wl,t;tsic3lt, G O d 'C U D N C O �N Y V) W of W W F'- z U U W (nUU�0 aWQZ0Q �?aQ� Ui d USzzza� QUJJ -J 0 0 0 0 0 0 0 00 (Y) 0 f� N `- � � N 00 .� Q 0 Q U � � U < Z < w L •� � U 0 ._ 0- 1'*-- < (C) �— � l Q N W 0 00 z r Li.i rl 4 a 0 0 0 CL -0 00 J ON o UJ �- Cr. J a� o U 0 W Q.) .0 o M ;Z� N m Q� 0 C3 C) Q�C� CC) o� o � - oc w ZZ3 9 Z3 'z3 C D BY: b4 A r PE1050i STATE OF CC_ ar � Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality {assurance: Scale: 0 Scale: i' = 50' Sheet 02 Date 01 -03 -06 Project Number 050394 -20000 a0m; EXCAVATE A 6" X 4" DEEP 6" STEP 3: i BACKFILL WffH SOIL PLAN STEP 2: FASTEN FABRIC TO STAKES ANO BURY 2" X 2' BOTTOM 8' INTO THE TRENCH STAKES NON -WOVEN HEAVY (-I DU1Y FABRIC DRIVE STAKES IN TRENCH TO ATTATCH SILT FENCE STEP 4: SILT FENCE SOIL - FLOW -«- NON -WOVEN HEAVY DUTY FABRIC 101� 2" x 2" STAKE =! `c_=" , MAINTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE BARRIER INSTALLATION EC -2 No sca,LE EMERGENCY OVERFLOW SPILLWAY 20' BOTTOM N i FLOW LINE ELEVATION VARIES RIP RAC d50 =8 � OVERFLOW CROSS SECTION ST -501 NO SCALE INSTALLATION 1. FILL BAGS APPROXIMATELY HALF FULL WITH SAND OR FINE GRAVEL 2. UPSLOPE FROM THE CURB INLET, LAY THE BAGS TIGHTLY END TO END IN A ROW CURVING FROM THE CURB AND AWAY FROM THE INLET. 3. OVERLAP THE BARRIER ONTO THE CURB, AND EXTEND IT A MINIMUM OF 3 FT. INTO THE STREET TO INTERCEPT THE RUNOFF. 4. IF USING MORE THAN ONE ROW, OVERLAP THE BAGS WITH THE ROW BENEATH, AND LEAVE A ONE -BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. 5. FOR ADDITIONAL STORAGE CAPACITY, CONTRUCT A SERIES OF SANDBAG BARRIERS ALONG THE CURB SO EACH ONE TRAPS SMALL. AMOUNTS OF SEDIMENT. 6. PLACE SILT FENCE ONE FOOT BEHIND INLET. SEE DETAIL EC -2 FOR INSTALLATION. 7. IF INLET IS NOT LOCATED IN A SADDLE, THE BAGS ON THE DOWNSLOPE SIDE OF THE INLET ARE NOT REQUIRED. MAINTENANCE 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4_ DEROSU REMOVED VDlMFNT 1N14.ERE IT Wit - NOT FNTFR STORM DRAINS. CURB INLET PROTECTION EC-26 NO SCALE --------------- PIPE CULVERT FLOW - - - - - - - - - - - - - - - 3' MINIMUM PLAN VIEW RIP RAP d50 = 8 oe 2" #8 CRUSHED STONE 3:1 ! DIA. 3:1 i VARIES RIP RAP # 1~ " 8 CRUSHED STONE ��' 2 d50 = 8" 3 x DIA. (MINIMUM) fill < �e PIPE CULVERT i FLOW --------- - - - - -J RIP RAP d50 = 8" 2° #8 CRUSHED STONE i .� f a � � �r �t�'�r • �t+r� �l'' l ���••tt t�rii r a *.ia+•�.� as +� f1a., w.c+. t�t� It �arnrM aw '1 1 CONCRETE END SECTION RIPRAP DETAIL )UPPER INVERT) ECml6A'No SCALE 3' DIAMETER 3 HIGH ANCHOR TO GRATE 6 "x6" 10/10 GAUGE WIRE NON WOVEN FILTER FABRIC YARD CASTING #4 GAGE WIRE GRASS SILT PROTECTION FOR DITCH GRATE (NEENAH R -4342) CASTINGS. OR EQUIVALENT TUCK FILTER FABRIC UNDER CASTING MAINTENANCE 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT. 2. REMOVE ACCUMULATED SEDIMENT AND MAKE NEEDED REPAIRS IMMEDIATELY. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL AND SEDIMENT AND STABILIZE. YARD GRATE SILT BARRIER ECm8A NO SCALE 1 STAPLES PER SQ. YD. 3 1 1 L 4' J_x 4' X 4 X X X 6 '--X .5' 'S 3 X X X X N 01 0 114 x 4' x x x x x B C D X X X X NO .01, X X 1.5 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. 3.5 STAPLES PER SQ. YD. 300 275 rn�► 250 ul 225 0 200 175 150 125 100 75 50 25 "' 4:1 3:1 2:1 1:1 LOW MED /HIGH FLOW FLOW CHANNEL CHANNEL SLOPE GRADIENT AND SHORELINE STAPLE PATTERN GUIDE EC 14 NO SCALE t. PREPARE SOIL BEFORE INSTALLING BLANKETS, C INCLUDING APPLICATION OF LIME, FERTILIZER, AND STAPLED WITH APPROXIMATELY 2° OVERLAP. SEED. NOTE: WHEN USING CELL-O -SEED, DO NOT SEED PREPARED AREA. CELL -O -SEED MUST 5. WHEN BLANKETS MUST BE SPLICED DOWN THE B SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" 2. BEGIN AT THE TOP OF THE SLOPE BY OVERLAP. STAPLE THROUGH OVERLAPPED AREA, ANCHORING THE BLANKET IN A 6" DEEP X 6" APPROXIMATELY 12" APART. WIDE TRENCH. BACKFILL AND COMPACT THE C C 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. B SLOPE INSTALLATION GUIDE EC=15 C D 5. THE EDGE OF THE BLANKET THAT FALLS BELOW A 6' MINIMUM SHORELINES. ACT THE TRENCH AFTER STAPLING. (STONE MAY BE SUBSTITUTED FOR SOIL BACKFILL). 6. IF BANK IS STEEP OR IF WATER LEVEL VARIES A B VERTICAL INSTALLATION. B "' 4:1 3:1 2:1 1:1 LOW MED /HIGH FLOW FLOW CHANNEL CHANNEL SLOPE GRADIENT AND SHORELINE STAPLE PATTERN GUIDE EC 14 NO SCALE t. 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-O -SEED, DO NOT SEED PREPARED AREA. CELL -O -SEED MUST 5. WHEN BLANKETS MUST BE SPLICED DOWN THE BE INSTALLED WITH PAPER SIDE DOWN. SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" 2. BEGIN AT THE TOP OF THE SLOPE BY OVERLAP. STAPLE THROUGH OVERLAPPED AREA, ANCHORING THE BLANKET IN A 6" DEEP X 6" APPROXIMATELY 12" APART. WIDE TRENCH. BACKFILL AND COMPACT THE 18" OR LONGER METAL /WASHER PINS MAY BE TRENCH AFTER sraPuNC. 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. SLOPE INSTALLATION GUIDE EC=15 PROXIMATELY 6° APART. NO SCALE 5. THE EDGE OF THE BLANKET THAT FALLS BELOW STAPLE PATTERN RECOMMENDATIONS FOR 6' MINIMUM --------------- PIPE CULVERT FLOW RIP d50 PLAN VIEW P RAP 50 - 8' 2" #8 CRUSHED STONE 3:1 CRUSHED STONE Ill 0< PIPE CULVERT FLOW ---------- - - - --� --i l i tit i i 1 r•.'� "��:i� RIP RAP d50 2" #8 CRUSHED STONE -�� END VIEW END SECTION ` NO OVERFALL r t� N ---- -- 1 l i• 6' MINIMUM CROSS- SECTION CONCRETE END SECTION RIPRAP DETAIL (LOWER INVERT) EC- NO SCALE U: UUU51U5UJ94UUUUUlcanitngilL ;Us1(:4UJ- L:4U5.awg, 1l112UUb 11:43:38 PM, cwiseman. 1:1 Ilk r• _ � 3 N LEVEL A 5. Al LEVEL 6 1. FOR OPTIMUM PERFORMANCE LOWER WATER FROM LEVEL A TO LEVEL 6 BEFORE INSTALLATION, 6 IF POSSIBLE 2. PREPARE SOIL BEFORE INSTALLING BLANKETS INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. 3. THE TOP EDGE OF THE BLANKET MUST BE N IN LOOSE SOIL CONDITIONS, THE USE OF ANCHORED IN A 6 °DEEP x 6"WIDE TRENCH AFTER 18" OR LONGER METAL /WASHER PINS MAY BE STAPLING. NECESSARY TO PROPERLY ANCHOR THE BLANKETS. 4. PLACE BLANKETS END OVER END WITH A 3°f0 4 °OVERLAP. STAPLE THROUGH BOTH auwKErs of THE OVERLAPPED ARC. AP- REFER TO GENERAL STAPLE PATTERN GUIDE ON PROXIMATELY 6° APART. EROSION CONTROL DETAIL EC -14 FOR CORRECT 5. THE EDGE OF THE BLANKET THAT FALLS BELOW STAPLE PATTERN RECOMMENDATIONS FOR NORMAL WATER LEVEL MUST BE ANCHORED IN A 12 "DEEP x 6141DE TRENCH. BACKFILL AND COMP- SHORELINES. ACT THE TRENCH AFTER STAPLING. (STONE MAY BE SUBSTITUTED FOR SOIL BACKFILL). 6. IF BANK IS STEEP OR IF WATER LEVEL VARIES MORE THAN THE WIDTH OF THE BLANKET, USE VERTICAL INSTALLATION. SHORELINE INSTALLATION GUIDE RN8 NO SCALE ..w O o: °Q °a� :� ou o . s•. Oq °� puoQ Oo aQ 0a� op 0 00 tea. 4.ub.M•o•Qd° ,4,a Jp °O :'s 00. o. o. ° o a�,•a,pa•p aO 00. p0 • ° CJ~, • o�q .° ° p 4 p z •� pQ, °� •a° v aQa • • o � 'I �. #2 STONE 0 • . • Up° U,y q °•a.: Op Gaaao a n °7 o.aL o bQ � °'Oa o �� 8° t1 0� o b. q n �• o. o O• � •' p 4 o Q oa A ap • 4a. O. O. n. u p • a� a a ° °° •rte oc, . a oU a • ° C, �• Ap op moo•' A ° °•4 • op d O ° a0 0� 40 p� 8 o't'1 o o�O oov.Q aq•o• O. o•° •o paQ �Gao °•U• °q. °O. a p. �. ,a•,Q• Q; 00: °•orb• �° °q O. OO �: °O 06U OOq QQ-ep •aV °4 •Ci p�ld.Op� p as ot. Qa��0a o • 0a�4 C.0• b <: o a. v O. dv . ooa• °•a• a ° •O. Oo., •Q¢ O ��♦ �• A C G• S- • 0 0• ♦ O.p O.p .° OQ.a• O • A0.7 gQ•Aa °�• °• C • o 9 a� a c o• vv oa • v 0 b. O o �a a• Oa�.4. °0•� .. 0. 0�0�•p•0• °t�.a °q.,r� U�:.a'Gtioo° C >•uq o�o�i�o °Gy q�.GG•O°vo •00 .� .. ...•0•C,0• ° OQ• vd•O• °�:- c�•�q•a�'d•og0y °�•�poq o °pO.po$atl ��`•0 C. QOQ: O• oV �♦<1b�p.GO.C►Q O.p p.�d•QPt.Q.QQaypO�A0.!%! 9 0.�p• Oi °O o• od o a, aJ ;o o\. °gOnap Q °pp pa o O.p b• .� �• Oq• AO. o. Q•o{i • .�►• pogo C% S D 1 0 . o° O • op• d . a 0 Q c. ap . ° ♦'�d Q V • °\..uo •Od • �O O O per. u�� 0., Q•o ��•a a.n°q•Ooap O ° °� a'o°p•GO d.q.�oau �.� a• 0. VU.p t�.p• . -o Qoa 4.t,p0 o�.a, 4. b• • o O• a'Cf ♦ O.4h. •d• 0 {?+ °1'•ip a O P Oi 0 � Q, °q O• N� �+ nY� a G ao Oa �0•�° °U.`�,yo °O. o• °q ° °��%-' 00t ua U. oq o. °�.o• o•c.• . �, °•Oa+ oq•Qgo4 �`>t po$ 0. Oi�D ° op o °p °+ °� °°•O o00 �� as q? °a7 o °o. oQ ° • O • ° 9•a• `so °• aQ p• °q.o•Oo °° A• p:}° °'o•.Q"o° •a 0° Oi O.b• °O �.op o•oa.p• 4.p4�•ab•Q °o •p.0 �aa. w0• M• I N " o a o , oq . •° � ° Q . OG7Qo a• . a o bQ oa Q. a 0.0-90 0 a GEOTEX11LE FABRIC TO STABILIZE b • Oa. oo e• 4 FOUNDATION (ESPECIALLY IMPORTANT • a WHERE WETNESS IS ANTICIPATED) , ` ��•° 4 , a TEMPORARY CONSTRUCTION EC -30 ENTRANCE NO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. GROUND 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 "DEEP BERM AROUND PERIMETER SURFACE x 6 "WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 12" MIN. 12" MIN. f ---y-� 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH 6 "OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 2' MIN. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPE MUST BE ANCHORED COMPACTED EMBANKMENT IN 6 "DEEP x 6 "WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER MATERIAL TYP. 15x15' MIN. OR STAPLING. AS REQUIRED TO CONTAIN 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET WASTE CONCRETE 3:1 OR FLATTER AND STAPLED. SIDE SLOPES NOTE' 7. IN MEDIUM /HIGH FLOW CHANNEL APPLICATION, A STAPLE CHECK SLOT IS RECOMMENDED 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 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 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE STAGGERED PATTERN. AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6 "DEEP x 6 "WIDE 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. TO MAINTAIN CAPACITY FOR WASTE CONCRETE. A A 4. AT THE END Of CONSTRUCTION ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF CRITICAL POINTS AT AN APPROVED WASTE SITE. C A. OVERLAPS AND SEAMS C 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED B. PROJECTED WATER LINE C. CHANNEL BOTTOM /SIDE OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. SLOPE VERTICES. NOTE STAPLES TO SECURE HE SPACING CRITICAL DINTS ALONG THE CHANNEL HANNELTSURFACE. CONCRETE WASHOUT AREA DETAIL REFER TO GENERAL STAPLE PATTERN GUIDE ON EROSION CONTROL NO SCALE DETAIL EC -14 FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR CHANNELS. EC -17 CHANNEL EROSION CONTROL BLANKET NO SCALE 0 .Cx• U G O W � w W z_ U C7 w U)0UWz w,�Qz>_F: Uw zw¢ �zWz>k.- z¢ 0 W 0 6- U�zzz <V) C_¢¢Qx- ¢UJJJF -0 coo 0000 W o� � I N � � N o�.CO ^.� 0 Q O Qzx� =_Q a Q ., LL •� CN_rl r t7 r Q �zN I Q Ld Ct 000 z t a UJ CO ii�Y�t1 1f..i,j x• "w. zrr�� V 2 0 a) o J � Q 00 W � � c0 0 ON J W d- o --� I z CD >. C: •� o •- 0 N Q. C� in 0 CO co 0 W CE D Y: Zia �� � •rrrra � �0 ems°' �� ; ••�1STE�; •., �� d�� so �. No PE10504920 ; .o• •p STkTE OF �j,[ N. Av ZT, Drawn By: " SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = NAB 'I :L Sheet 03 Date 01-03 -06 Project Numdet 050394 -20000 CONSTRUCTION /STORMWATER POLLUTION PREVENTION PLAN ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTION A) Al PLAN INDEX SHOWING LOCATIONS OF REQUIRED ITEMS: SEE COVER SHEET A2 11 X17 PLAN SHOWING_ SiTE, BUILDINGS, PARKING LOTS, STREETS: PLEASE SEE SHEET INCLUDED WITH THE SUBMITTAL A3 NARRATIVE DESCRIBING PROJECT- NATURE AND PURPOSE: THiS IS A PROPOSED 40 ACRE, 44 LOT RESIDENTAL DEVELOPMENT. THE CONSTRUCTION WILL CONSIST OF 43 NEW INDIVIDUAL LOTS WITH ENCLOSED STORM SEWERS, SWALES, DETENTION PONDS, AND EARTHEN BERMS. THE LAND DISTURBING ACTIVITIES SHALL BE AS SHOWN ON THE TABLE ON THIS SHEET CONSTRUCTION SEQUENCE: (SEE SCHEDULE OF EROSION AND SEDIMENT CONTROL SEQUENCE ON THIS SHEET.) A4 VICIWY MAP SN WING PROD CT LOCAT SEE SHEET C100 A5 LEGAL DESCRIPTION OF THE PROJECT SITE: SEE COVER SHEET FOR LEGAL DESCRIPTION. LONGITUDE 86' 13' 17.08" W LATITUDE 39' 57' 35.78" N A6 LOCATION OE ALL LOTS AND PROPOSED 51TE IMPROVEMENTS: SEE SHEETS C201 -C202 AND C501 -0502. A7 HYDROLOGIC UNIT CODE: 05120201120080 EAGLE CREEK -LONG BRANCH /IRISHMAN RUN A8 NOTATION- OF ANY STATE OR FEDERAL WATER QUALITY PERMITS: NONE. A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: . THE COMPOSITE SITE DISCHARGE FOR THE STORMWATER MANAGEMENT SYSTEM FOR THE ENTIRE SiTE IS THROUGH THE OUTLETS PIPES FOR EACH OF THE PONDS. THE PROPOSED STORMWATER MANAGEMENT SYSTEM DISCHARGES INTO LONG BRANCH CREEK WHICH EVENTUALLY OUTLETS INTO EAGLE CREEK. SEE SHEETS C501 -0505 AND C701 -C707 FOR THE EXTENTS OF THE STORMWATER MANAGEMENT PLAN COMPONENTS. A10 LOCATION &NAME OF ALL WETIANDSLLAKES -& WATER COURSES ON AND ADJACENT TO THE SITE: SEE SHEET C100 All IDENTIFY ALL RECEIVING WATERS: THE SITE DRAINS TO LONG BRANCH CREEK WHICH RUNS THROUGH THE MIDDLE OF THE SITE, WHICH DRAINS DIRECTLY INTO EAGLE CREEK IN BOONE COUNTY. Al2 IDENTIFICATION OF POTENTIAL DISCHARGE IQ GROUNDWATER: NONE A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES: SEE SHEET C100 A14 PRE- CONSTRUCTI0�1 AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE: A15 ADJACENT LAND USE. INCLUDING UPSTREAM WATERSHED: THE AREAS TO THE NORTH, SOUTH, EAST AND WEST ARE RESIDENCES AND FARMLAND. A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SHEETS C401 -C402 A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER: SEE SHEETS C101 -C102 A18 SOILS MAP INCLUDING DESCRIPTIONS AND LIMITATIONS: SEE SHEET C100 A19 LOCATION, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS: SEE SHEETS C701 -C707 A20 PLAN FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT: NA A21 LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW AND /OR DISPOSAL AREAS: SEE SHEETS C401 -C402 A22 EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERNS: SEE SHEETS C101 -C102 A23 PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERNS: SEE SHEETS C301 -C302 ASSESSMENT OF STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION COMPONENT (SECTION B) 131 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: POTENTIAL. POLLUTANT SOURCES DURING CONSTRUCTION INCLUDE DISTURBED SOILS, STORED MATERIALS AND FUELS, EQUIPMENT USED DURING CONSTRUCTION, MULCH, CONCRETE WASH -OUT AREA TRASH FROM CONSTRUCTION, FERTILIZERS, PESTICIDES, AND HERBICIDES. EQUIPMENT AND FUEL WILL BE STORED IN A CENTRAL LOCATION AND THE CONTRACTOR SHALL INSTITUTE METHODS AND PROCEDURES TO PREVENT DISCHARGE OF POLLUTANTS. 82 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES: SEE SCHEDULE OF EROSION AND SEDIMENT CONTROL SEQUENCES ON THiS SHEET. 83 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: SEE SHEETS C401 -C402 FOR LOCATION. SEE SHEET C403- C405 FOR DETAILS. B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SEE SHEETS C401 -C402 85 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: SEE SHEETS C401 -C402 B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS: SEE SHEETS C401 -C402. SEE SHEETS C403 -C405 FOR DETAILS. B7 RUNOFF CONTROL MEASURES: SEE SHEETS C401 -C402 B8 STORMWATER OUTLET PROTECTION SPECIFICATIONS: SEE SHEETS C401 -C402 AND DETAIL EC -16 ON SHEET C403. B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: PLEASE SEE SHEETS C401 -C402 810 LOCATION, DIMENSIONS, SPEECIFI,QATIO, NS AND CONSTRUCTION DETAILS FOR EACH STORMWATER QUALITY MEASURE: SEE SHEETS C401 -C402 AND ASSOCIATED EROSION CONTROL DETAILS ON SHEET C403. B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE ' FOR EACH SEASON: SEE SHEETS C401 -C402 AND IMPLEMENTATION AND MAINTENANCE PROCEDURE ON SHEET C404. 812 PERMANENT SURFACE STABILIZATION SPECIFICATIONS. SEE SHEETS C401 -C402 AND IMPLEMENTATION AND MAINTENANCE PROCEDURE ON SHEET C404. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN; EXPECTED CONSTRUCTION MATERIALS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH -OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO THE J.W. BRINDLE REGULATED DRAIN. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON -PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KiTS FOR SMALLER FUEL SPILLS. ALL VEHICULAR MAINTENANCE SHALL BE PERFORMED IN THE SAME DESIGNATED AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF POSSIBLE, VEHICULAR MAINTENANCE SHALL BE DONE OFF -SITE AT FACILITIES THAT ARE DESIGNED TO HANDLE ANY MATERIAL SPILLAGE. THIS SHAM. INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE. .THE CARMEL FIRE DEPARTMENT (317)571 -2600 OR 911, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE (800) - 233 -7745, SHALL BE NOTIFIED IMMEDIATELY FOR LARGER SPILLS OR LEAKS. THE NATIONAL RESPONSE CENTER (800) -424 -8802 SHALL. BE NOTIFIED AND PROVIDED WITH THE FOLLOWING INFORMATION: TIME OF SPILL., LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL, APPROXIMATE VOLUME AND LENGTH OF SPILLAGE, WEATHER CONDITIONS AT TIME OF SPILL, PERSONAL PRESENT AT TIME OF SPILL, AND ALL ACTION TAKEN FOR POST SPILL CLEANUP. CONTRACTOR SHALL. CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WiTH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE C OBSTRUCTION MANAGER SHALL KEEP ON SITE A UST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL. BE PROPERLY DISPOSED OF IN AN APPROVED MANOR WILL LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. IT IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTIUZERS, HERBICIDES, AND PESTICIDES. B14 MONiTORIti ' AND MAINTENANCE GUIDELINES FOR EACH PROPOSED POLLUTION PREVENTION MEASURE: REFER TO MA!14'ENANCE GUIDELINES SHOWN FOR EACH EROSION CONTROL MEASURE - SEE SHEET C404. B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: SEE SHEET C405. ASSESSMENT OF STORMWATER POLLUTION PREVENTION POST - CONSTRUCTION COMPONENT (SECTION C) C1 DESCRIPTION OF POTENTIAL POLLUANT SOURCES ASSOCIATED WiTH THE PROPOSED LAND USE: POTENTIAL POLLUTANT SOURCES POST CONSTRUCTION INCLUDE FERTILIZERS, HERBICIDES, PESTICIDES AND OTHER LAWN TREATMENT APPUCA70NS ALONG WITH ASSORTED FUELS, OILS AND LIQUIDS ASSOCIATED WITH VEHICULAR TRAFFIC THROUGHOUT THE DEVELOPED SITE. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: THE STORMWATER QUALITY MEASURE IMPLEMENTATION SHALL BE BEGIN AFTER SUBSTANTIAL COMPLETION OF THE CONSTRUCTION ACTIVITIES FOR THE PROPOSED PROJECT. ADDITIONAL STORMWATER QUALITY MEASURES WILL BE IMPLEMENTED AT THE DEVELOPMENT OF SUBSEQUENT CONSTRUCTION PHASES. FOLLOWING CONSTRUCTION, ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED UNTIL ALL PERMANENT MEASURES AND VEGETATION HAS BEEN ESTABLISHED AND CONSTRUCTION, INCLUDING LANDSCAPING, IS COMPLETE. INDIVIDUAL EROSION CONTROL MEASURES MAY BE REMOVED FROM INLET PROTECTION STATUS FOLLOWING SEEDING AND AFTER SUFFICIENT VEGETATION HAS BEEN ESTABLISHED IN AN AREA TO PREVENT SILT AND SOIL EROSION INTO THE STORM SEWER SYSTEM. INSPECTION AND MAINTENANCE OF ALL COMMON AREAS, LANDSCAPE AREAS AND INFRASTRUCTURE IMPROVEMENTS ARE THE RESPONSIBILITY OF THE DEVELOPER /OWNER AND OR LOCAL AGENCIES TAKING JURISDICTION OVER THE INFRASTRUCTURE IMPROVEMENTS. C3 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES: POST CONSTRUCTION STORMWATER QUALITY MEASURES TO AID iN REDUCING THE AMOUNT OF POLLUTANTS INCLUDE GRASS FILTER STRIPS, MULCH AREAS, LANDSCAPING MATERIAL, CONSTRUCTION OF A WET POND WITH FORE BAYS, AND OUTLET PROTECTION AND ' ENERGY DISSIPATION MEASURES. POST CONSTRUCTION STORMWATER QUALITY MEASURES WILL CONSIST OF VEGETATIVE COVER ON THE PERMANENT GRASS AREAS, TEMPORARY AND PERMANENT EROSION CONTROL BLANKETS IN SPECIFIED AREAS. BOTH THE VEGETATIVE COVER AND EROSION CONTROL BLANKETS ARE INTENDED TO STABILIZE THE DISTURBED AREAS AND TO SERVE AS A SEDIMENT TRAP FOR FINER PARTICLES WITHIN THE STORM SEINER SYSTEM. MAINTENANCE OF THE FORE BAYS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR AGENCY TAKING JURISDICTION OVER THE STORM SEWER INFRASTRUCTURE IMPROVEMENTS. OUTLET PROTECTION AND ENERGY DISSIPATION MEASURES HAVE BEEN INCLUDED AT THE OUTLET POINT OF THE STORM SEWER SYSTEM AND WILL NEED 70 BE MAINTAINED TO INSURE PROPER SLOPE BANK STABILITY. ALTHOUGH NOT CURRENTLY A PART OF THE PROPOSED SYSTEM, THE OWNER SHOULD BE AWARE THAT IF AN EXCESS OF POLLUTANTS IS DETERMINED TO BE FOUND LEAVING THE SiTE, ADDITIONAL MEASURES SUCH AS INLET DROP IN FILTERS MAY BE REQUIRED IN THE FUTURE TO FURTHER REDUCE THE AMOUNT OF FINES AND PETROLEUM PRODUCTS ENTERING THE STORM SEWER SYSTEM FROM THE PARKING LOT AND ROADWAY SYSTEM. C4_ LOCATION, _DIMENSIONS, SPECIFICATIONS. AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE• THE STORMWATER QUALITY MEASURES FOR POST CONSTRUCTION ACTMTIES ARE INDICATED WITHIN THESE CONSTRUCTION DOCUMENTS. REFER TO SHEETS C301 -C302 AND THE C700 SERIES. FOR EROSION CONTROL MEASURES TO BE IMPLEMENTED WITHIN THE PROJECT SITE, AND SHEETS C501 -0502 FOR STORM SEWER IMPROVEMENTS • INTENDED TO SERVE THE POST CONSTRUCTED AREA. DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR THESE STORMWATER QUALITY MEASURES ARE INCLUDED WITHIN THE AFOREMENTIONED SERIES OF CONSTRUCTION DOCUMENTS. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES: DEVELOPER AND HOME OWNERS ASSOCIATION WiLL PROVIDE MAINTENANCE ACTIVITIES FOR THE POST CONSTRUCTION WATER QUALITY MEASURES. MAINTENANCE ACTIVITIES WILL BE COMPLETED AS DESCRIBED BELOW. ALL INLET CASTINGS WILL BE INSPECTED MONTHLY. DEBRIS AND TRASH AROUND OR OBSTRUCTING INLETS WILL BE REMOVED. . GRASS AREAS SURROUNDING INLETS WILL BE MAINTAINED ON A REGULAR MOWING CYCLE. TRASH AND DEBRIS WILL BE REMOVED FROM SEEDED AND PAVED AREAS. DAMAGE TO INLET CASTINGS, INLET STRUCTURES, OR STORM STRUCTURES SHOULD BE REPAIRED AS SOON AS POSSIBLE. OUTLET STRUCTURE SHALL BE INSPECTED QUARTERLY. ADD RIP -RAP AS REQUIRED TO MAINTAIN PROPER BANK STABILITY. INSURE RIP -RAP MATERIAL IMMEDIATELY DOWNSTREAM OF THE OUTLET IS BELOW THE INVERT OF THE OUTLET STRUCTURE TO PREVENT OBSTRUCTION OF FLOW. C5 MAINTENANCE GUIDELINES CONTINUED inspection Frequency: Annually and After Major Rainfall Events (4 inches or more of rainfall in any 24 hour period) Inspection Item: Vegetation - remove undesired vegetation along pond banks including but not limited to seedling trees, cattails, etc. Embankment Erosion - fill and repair any rills or eroded areas from concentrated sheet flow runoff. Repair any eroded soils around the outlet structure. Reseed all disturbed areas and areas lacking grass. Levee/Dam/Berm - check for animal burrows or nests. If present, obtain services of pest control or other company to remove animals. Check for soil cracking, bulging, or dam slippage. Inspect embankment for leaks, seeps, or slope protection failure. If burrows or areas of soil failure exist, obtain the services of a Licensed Professional Civil or Geotechnical Engineer for soil repair recommendations. OutletStructure - inspect outflow orifices and emergency spillway for blockage and clean as necessary. Inspect trash rack for trash and debris deposits and clean as necessary. inspect trash rack for corrosion and replace or repair if bars are loose or evidence of welds or connections have failed. Inspect and clean interior of outlet structure of any debris or sediment deposits. Inspection Frequency: Monthly Inspection Item: Pond Surface - remove any f loatable debris if present. If any visible pollution, such as an oil- sheen, is present, obtain the services of a licensed Professional Environmental. Contractor to remove the pollutant from the water surface and to dispose of it in a legal manner. Forebay - remove sediment accumulation when 50% of the capacity has been utilized as indicated by the fixed vertical sediment depth marker. Vegetation- remove undesired vegetation along pond banks, including but not limited to seedling trees, cattails, etc. Embankment Erosion - fill and repair any rills or eroded areas from concentrated sheet flow runoff. Repair any eroded soils around the outlet structure. Reseed .a'll disturbed areas and areas of insufficient vegetative cover. Mowing Requirements - mow ,all grassed areas within the drainage easement around the pond monthly or when grass height exceeds 6 inches. Erosion and Sediment Control Sequence 1. TheN01 and contact information for the person with onsite responsibilities must be posted. 2. IDEM and the soil and water conservation must be notified witin 48 hours of commencing construction. 3. Assign an on -site person with the daily responsibility and authority to ensure that erosion /sediment control practices are installed according to this sequence schedule. 4. Contact Indiana Underground Planned Protection Systems, Inc. ( "Holey Moley") for underground Utility locations. (1- 800 - 382 -5544) 5. Before opening up the site, first evaluate, mark and protect important trees and associated root zones, unique areas to be preserved (i.e. wetlands), or existing vegetation suitable for use as filter strips especially in perimeter areas). 6. Install an adequate and stable construction entrance / exit drive from the construction site to keep mud .and sediment off public roads. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, vegetative cover, spray on adhesives or other approved methods. 7. Construct detention pond and for bays and diversion swales at the perimeters of the site to direct water from disturbed areas to convey sediment laden runoff from disturbed areas to the pond. detention pond berm to be constructed in the initial phase to provide immediate protection prior to stripping the full site. 8. Identify construction staging area, material storage area, concrete and masonry washout areas, dumpster area. Each area shall properly protected and delineated prior to construction. 9. Once erosion and sediment control measures are in place, begin land clearing followed immediately by grading. Do not leave large areas unprotected for more than 7 days. - 10. Start mass earthwork including topsoil striping and stockpile. 11. Start building pads and roads. 12. As grading progresses, install silt fences, temporary diversions, and other runoff control measures at appropriate locations to keep sediment contained on -site. 13. Install the main runoff conveyance system with inlet and outlet protection devices to convey storm runoff through the site without creating gullies and to prevent damage to open channels. Sides of Swales, mounds and ponds to be seeded and mulched upon completion. Tem ora seeding shall be required for all swales and disturbed areas that can not be final seeded within a time period that will prevent slope erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual rye grass: wheat or rye depending on time of year. Disturbed areas shall be kept to a minimum at all times. 14. As soon as the storm drain system is functional, install drain inlet protections, which trap sediment on -site in shallow pools while allowing high water flows to enter the system. 15. Install sanitary sewers and other utilities. 16. complete roadway grading followed by aggregate layers and curbing. 17. Immediately after grading, apply surface stabilization practices on ail graded areas, using permanent measures in accordance with the erosion control plan. However, if weather delays permanent stabilization, temporary seeding and /or mulching may be necessary as a stop -qap measure. Also stabilize (using temporary seeding /mulching or other suitable means) any disturbed area where active construction will not take place for 30 working days. 18. After construction and final grading, landscape and permanently stabilize all disturbed sites, including borrow and disposal areas. Also remove temporary runoff control structures and any unstable sediment around them, and vegetate those areas. 19. Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized. . ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES SOLID WASTE MANAGEMENT AND COLLECTION. STORAGE, AND I . DESCRIPTION AND PURPOSE DISPOSAL OF MATERIALS UTTERING ON THE PROJECT SITE IS PROHIBITED. Pre - construction actions 04 -01 -06 2 DESCRIPTION AND PURPOSE TO PREVENT CLOGGING OF THE STORM DRAINAGE SYSTEM UTTER AND DEBRIS SHOULD BE REMOVED FOR ONSITE WASHOUT AREAS: . TO PREVENT OR REDUCE THE AMOUNT OF CONTAMINATION TO STORMWATER RESULTING FROM VEHICLE AND EQUIPMENT MAINTENANCE BY MAINTAINING A "DRY AND CLEAN SITE ". THE BEST SOLID WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT OR REDUCE FROM DRAINAGE GRATES, TRASH RACKS, AND DITCHES DAILY. - LOCATE WASHOUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATERWAYS. -DO NOT ALLOW RUNOFF TO LEAVE THE DESIGNATED AREA BY CONSTRUCTING A TEMPORARY PiT DEDICATED OIC TED FUELING AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF, PRACTICE WOULD BE TO PERFORM MAINTENANCE ACTIVITIES AT AN OFFSITE FACILITY WHENEVER POSSIBLE. IF THIS OPTION IS NOT FEASIBLE, THEN WORK SHOULD BE PERFORMED ONLY iN THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO STORMWATER FROM SOLID OR CONSTRUCTION WASTE BY PROVIDING DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS ENSURING REGULAR TRASH RECEPTACLES SHOULD BE PROVIDED IN THE CONSTRUCTION STAGING AREAS FIELD TRAILER AREAS, AND AREAS UTILIZED FOR LUNCH AND BREAK PERIODS. OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. -WASH OUT WASTES INTO THE TEMPORARY PIT WHERE THE CONCRETE CAN SET BE BROKEN UP,* AND SHOULD BE LOCATED AT LEAST LI FT AWAY FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. FUELING MUST BE PERFORMED IN A LEVEL AREA. DESIGNATED AREAS, WHILE PROVIDING ADEQUATE COVER FOR MATERIALS STORED OUTSIDE, DISPOSAL, AND TRAINING OF EMPLOYEES AND SUBCONTRACTORS. 05 -06 -06 -AND BE DISPOSED OF PROPERLY. -AVOID CREATING UNNECESSARY RUNOFF BY DRAINING WATER FROM THE WASHOUT AREA INTO A PROTECT FUELING AREAS WITH BERMS OR DIKES TO PREVENT INFILTRATION, RUNOFF, AND TO ROUTINELY CHECKING FOR LEAKS AND SPILLS, AND CONTAINING AND CLEANING UP ALL SPILLS IMMEDIATELY. SUITABLE APPLICATIONS DOMESTIC TRASH FROM WORK AREAS WITHIN THE CONSTRUCTION LIMITS OF THE SITE SHOULD BE COLLECTED AND PLACED IN WATERTIGHT DUMPSTERS WEEKLY AT A MINIMUM. DOMESTIC TRASH BERMED, LEVEL AREA WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE AGGREGATE. CONTAIN SPILLS. SUITABLE APPLICATIONS THIS PRACTICE IS APPLICABLE FOR CONSTRUCTION SITES WHERE THE FOLLOWING WASTES ARE SHOULD BE COLLECTED FROM THE SITE REGARDLESS OF THE SOURCE. COLLECTED UTTER AND DEBRIS SHOULD NOT BE PLACED IN OR NEXT TO THE STORMWATER DRAINAGE SYSTEMS OR -DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO THE STREET OR STORM DRAIN SYSTEM. COLLECT AND RETURN SWEEPINGS TO AGGREGATE BASE STOCKPILE OR DISPOSE NOZZLES USED IN VEHICLE AND EQUIPMENT FUELI G SHOULD Ui N BE EQUIPPED WITH AN AUTOMATIC 3 GENERATED OR STORED: WATERWAYS. OF PROPERLY. SHUTOFF TO CONTROL SPILLS AND DRIPS. FUELING OPERATIONS SHOULD BE MONITORED BY THE ESE OC U ONSITE TH PR ED RES ARE APPLICABLE FOR ALL CONSTRUCTION PROJECTS WHERE AN 0 2 Landscaping 08 -01 -06 FUELING OPERATOR AT ALL TIMES. STAGING YARD AREA IS NECESSARY FOR THE STORAGE AND MAINTENANCE OF HEAVY CONSTRUCTION EQUIPMENT AND VEHICLES. SOLID WASTE GENERATED FROM DEMOLITION ACTIVITIES SUCH AS TREES OR SHRUBS, DEMOLITION OF EXISTING STRUCTURES, AND NEW BUILDING CONSTRUCTION MATERIALS INCLUDING CONCRETE, DUMPSTERS OF SUFFICIENT SIZE AND QUANTITY SHOULD BE PROVIDED TO CONTAIN THE SOLID WASTE GENERATED BY THE PROJECT. INSPECTION AND MAINTENANCE FEDERAL, SLATE, AND LOCAL REQUIREMENTS SHOULD BE OBSERVED FOR ANY TEMPORARY ABOVE MASONRY, WOOD, METAL, GLASS, RUBBER, STYROFOAM, PAPER, PLASTIC, PIPE, ELECTRICAL GROUND STORAGE TANKS. UMITATIONS I COMPONENTS, AND PACKAGING MATERIALS. DUMPSTERS SHOULD BE REMOVED FROM THE PROJECT SITE ONCE THEY BECOME FULL AND THE CONTENTS DISPOSED OF BY THE TRASH HAUUNG CONTRACTOR. INSPECT AND VERIFY THAT PRACTICES ARE IN PLACE PRIOR TO THE START OF EACH ASSOCIATED INSPECTION AND MAINTENANCE VEHICLE AND EQUIPMENT MAINTENANCE SHOULD ONLY BE PERFORMED ONSITE WHEN IT IS DOMESTIC WASTES INCLUDE: FOOD CONTAINERS, BEVERAGE CONTAINERS, COFFEE CUPS, PAPER ACTIVITY. WHILE ACTIVITIES ARE IN PROGRESS, INSPECT EACH PRACTICE WEEKLY TO VERIFY CONTINUED VEHICLES AND EQUIPMENT SHOULD BE INSPECTED DAILY FOR LEAKS. LEAKS SHOULD BE REPAIRED IMPRACTICAL TO SEND THEM OFFSiTE FOR MAINTENANCE AND REPAIR. TRANSPORTING VEHICLES AND BAGS, PLASTIC WRAPPERS, STYROFOAM, AND CIGARETTES CONSTRUCTION DEBRIS AND WASTE SHOULD BE REMOVED .FROM THE SITE WEEKLY OR MORE IMPLEMENTATION. . IMMEDIATELY PREFERABLY WiTH THE PROBLEM VEHICLE OR EQUIPMENT REMOVED FROM THE PROJECT /EQUIPMENT OFFSITE SHOULD BE DONE ONLY AT THE STABILIZED CONSTRUCTION ENTRANCE /EXIT. AS REQUIRED. THE CONTRACTOR SHOULD USE THEIR BEST JUDGMENT IN ANTICIPATING . SITE FOR REPAIR VEHICLE STORAGE AND EQUIPMENT MAINTENANCE PROVIDES FOR A POTENTIALLY SIGNIFICANT SOURCE CONSTRUCTION WASTES INCLUDING BRICK, MORTAR, TIMBER, STEEL AND METAL SCRAPS, PIPE AND WHEN A DUMPSTER WILL BE FULL AND SCHEDULE A PiCKUP IN ADVANCE OF THE DUMPSTER BEING WHEN KEEP ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE. INSURE THAT ALL EMPLOYEES ARE . . OF STORMWATER POLLUTION. ONSITE ACTMTIES THAT CAN CONTAMINATE STORMWATER INCLUDE ELECTRICAL CUTTINGS, NONHAZARDOUS EQUIPMENT PARTS, STYROFOAM AND OTHER MATERIALS SEND FULL TO PREVENT OVER TOPPING OF THE DUMPSTER OR PLACEMENT OF EXCESS MATERIAL ON THE AWARE OF MATERIAL STORAGE LOCATIONS AND ACCESS CAN BE OBTAINED TO THE MATERIALS. MAINTAIN ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE AND INSURE ALL PERSONNEL GENERAL MAINTENANCE SUCH AS CHANGING OR REPLACEMENT OF FLUIDS AND FILTERS, ENGINE TRANSPORT AND PACKAGE CONSTRUCTION MATERIALS GROUND. KNOW THEIR STORAGE LOCATION. REPAIR AND SERVICE, AND OUTDOOR EQUIPMENT STORAGE OR PARKING (FROM SOURCES SUCH AS MAINTAIN FLUID WASTE CONTAINERS IN LEAK PROOF CONDITION. REMOVE AND REPLACE ANY THE ENGINE, OIL, FUEL, OR HYDRAULIC FLUiD LEAKS). IMPLEMENTATION CONSTRUCTION MATERIAL VISIBLE TO THE PUBLIC SHOULD BE STORED OR STACKED IN AN ORDERLY CONTAINERS FOUND TO BE DEFECTIVE. IMMEDIATELY CLEAN UP SPILLS AND PROPERLY DISPOSE OF CONTAMINATED SOIL AND CLEANUP THE FOLLOWING STEPS WILL AID iN KEEPING THE SITE CLEAN AND REDUCE THE POTENTIAL FOR MANNER AWAY FROM THE STORM DRAINAGE SYSTEM, WATERWAYS, AND FLOOD PLAIN. MATERIALS ACCORDING TO LOCAL AND STATE LAWS. IMPLEMENTATION STORMWATER POLLUTION: VEHICLES AND EQUIPMENT SHOULD BE INSPECTED AT THE START OF EACH DAY. IMMEDIATELY REPAIR STORMWATER RUNOFF SHOULD BE DIVERTED FROM STORED SOLID WASTE THROUGH THE USE OF ALL LEAKS. IT IS PREFERRED THAT THE PROBLEM VEHICLE OR EQUIPMENT BE REMOVED FROM THE IF MAINTENANCE MUST OCCUR ONSITE, WORK SHOULD BE DONE ONLY IN DESIGNATED AREAS SELECT A DESIGNATED WASTE COLLECTION AREA ONSITE THAT IS DOWNSTREAM FROM THE BERMS, DIKES, OR OTHER TEMPORARY DIVERSION STRUCTURES OR THROUGH THE USE OF PROJECT SITE FOR REPAIRS TO MINIMIZE ONSITE IMPACTS. LOCATED AWAY FROM DRAINAGE COURSES. DEDICATED MAINTENANCE AREAS SHOULD BE PROTECTED STORMWATER COLLECTION SYSTEM AND AT LEAST 50 FEET AWAY FROM ALL WATERWAYS AND FLOOD PLAINS. MEASURES TO ELEVATE THE WASTE COLLECTION DUMPSTER. INSPECT EQUIPMENT FOR DAMAGED HOSES AND LEAKY GASKETS DAILY. IMMEDIATELY REPAIR OR FROM STORMWATER INFILTRATION AND RUNOFF. THE MAINTENANCE AREA SHOULD BE LOCATED AT LEAST 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. SOLID WASTE STORAGE AREAS SHOULD NOT BE LOCATED IN AREAS PRONE TO FLOODING OR REPLACE FAULTY COMPONENTS. INFORM THE TRASH - HAULING CONTRACTOR THAT ONLY WATERTIGHT DUMPSTERS FOR ONSITE USE PONDING AND SHOULD BE LOCATED AT LEAST 50 FT FROM STORM DRAINAGE SYSTEMS AND STORE AN ADEQUATE AMOUNT OF SPILL CLEANUP MATERIALS ONSITE WHERE THEY CAN BE READILY WILL BE ACCEPTED. WATERWAYS. . DESCRIPTION AND PURPOSE ACCESSIBLE. INSPECT DUMPSTERS WHEN THEY REACH THE SITE FOR LEAKS. REJECT ANY DUMPSTER THAT IS INSPECTION AND MAINTENANCE VEHICLE AND EQUIPMENT FUELING PROCEDURES AND PRACTICES ARE DESIGNED T O PREVENT FUEL DRIP PANS OR ABSORBENT PADS SHOULD BE USED DURING VEHICLE AND EQUIPMENT MAINTENANCE NOT WATERTIGHT OR IS DEFECTIVE. SPILLS OR LEAKS AND REDUCE OR ELIMINATE CONTAMINATION OF SOILS AND STORMWATER. THIS CAN WORK THAT INVOLVES FLUIDS, UNLESS THE MAINTENANCE WORK IS PERFORMED OVER AN INSPECT AND VERIFY THAT ACTIVITY-BASED PRACTICES ARE IN PLACE PRIOR TO THE START OF BE ACCOMPLISHED BY USING OFFSITE FACILITIES, FUELING IN DESIGNATED ONSITE AREAS ONLY, IMPERMEABLE SURFACE WITHIN THE DEDICATED MAINTENANCE AREA PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS TO KEEP RAINWATER OUT PRACTICE WEEKLY TO VERIFY IMPLEMEN CONSTRUCTION IN THAT AREA. INSPECT EACH IMPLEMENTATION. ENCLOSING OR COVERING STORED MATERIAL, UTILIZING SPILL CONTROLS, AND TRAINING EMPLOYEES . AND TO PREVENT LOSS OF MATERIALS DUE TO WINDY CONDITIONS. I AND SUBCONTRACTORS IN PROPER FUELING . USE ABSORBENT MATERIALS ON SMALL SPILL AREAS. REMOVE THE CONTAMINATED ABSORBENT INSPECT CONSTRUCTION WASTE COLLECTION AREA REGULARLY TO INSURE ALL WASTE MATERIALS PROCEDURES. MATERIALS PROMPTLY AND DISPOSE OF THEM PROPERLY. ALLOW FOR ADDITIONAL DUMPSTERS OR MORE FREQUENT PICKUPS DURING THE DEMOLITION PHASE ARE BEING DISPOSED OF PROPERLY. . OF CONSTRUCTION TO INSURE TRASH MATERIALS DO NOT GET STORED ON THE GROUND. IMITAT10 ALL FUELING TRUCKS AND FUElJNG AREAS SHALL HAVE SPILL KITS AND /OR USE OTHER ADEQUATE HAVE SITE TRASH COLLECTED DAILY. DURING RAINY AND WINDY CONDITIONS IT MAY BE NECESSARY ARRANGE FOR REGULAR WASTE COLLECTION WITH A TRASH HAULING CONTRACTOR. ONSITE VEHICLE AND EQUIPMENT FUELING SHOULD ONLY BE DONE WHEN IT iS NOT FEASIBLE TO SPILL PROTECTION DEVICES. TO COLLECT TRASH MORE THAN ONCE A DAY. CONCRETE AND MASONRY WASHOUT AREAS SEND VEHICLES AND EQUIPMENT OFFSITE FOR FUELING. VEHICLES AND EQUIPMENT ENTERING AND INSPECT ONSITE VEHICLES AND EQUIPMENT DAILY AT THE BEGINNING OF EACH DAY FOR LEAKS AND REMOVE SOLID WASTE MATERIALS PROMPTLY FROM THE SITE SINCE EROSION AND SEDIMENT THE FOLLOWING STEPS WILL HELP REDUCE STORMWATER POLLUTION FROM CONCRETE AND EXITING THE SITE SHOULD ALWAYS BE DONE AT THE STABILIZED CONSTRUCTION ENTRANCE /EXIT. REPAIR IMMEDIATELY. CONTROL MEASURES TEND TO COLLECT TRASH WHICH HINDERS THE EFFECTIVENESS OF THE MASONRY WASTES: DISCUSS THE CONCRETE MANAGEMENT TECHNIQUES DESCRIBED, SUCH AS IMPLEMENTATION. KEEP VEHICLES AND EQUIPMENT CLEAN; DO NOT ALLOW EXCESSIVE BUILD -UP OF OIL GREASE OR EROSION CONTROL MEASURES. HANDLING OF CONCRETE WASTE AND WASHOUT AREAS WITH THE READY -MIX CONCRETE SUPPLIER . SILT MATERIALS THAT MAY CONTAMINATE OTHER PORTIONS OF THE SITE. TOXIC WASTE MATERIALS BEFORE ANY DELIVERIES ARE MADE. DISCUSS MASONRY WASTE MANAGEMENT TECHNIQUES WITH THE USE OF OFFSITE FUELING STATIONS IS ENCOURAGED WHENEVER FEASIBLE. THESE FACILITIES ARE . THE MASONRY CONTRACTORS FOR THE CONTROL OF CEMENT MIXER WASHOUT AREAS. EQUIPPED TO HANDLE FUELING AND SPILLS PROPERLY. PERFORMING THIS WORK OFFSITE MAY BE EMPLOYEES AND SUBCONTRACTORS SHALL BE TRAINED IN PROPER MAINTENANCE AND SPILL INSURE THAT TOXIC LIQUID WASTES SUCH AS USED OILS, SOLVENTS, AND PAINTS AND CHEMICALS MORE ECONOMICAL BY ELIMINATING THE NEED FOR A SEPARATE DESIGNATED FUELING AREA AND CONTAINMENT ONSITE. MEDIATION PROCEDURES. SUCH AS ACIDS, PESTICIDES, ADDITIVES, AND CURING COMPOUNDS ARE NOT DISPOSED OF IN INCORPORATE REQUIREMENTS FOR CONCRETE AND MASONRY WASTE MANAGEMENT INTO MATERIAL MEASURES DUMPSTERS DESIGNATED FOR CONSTRUCTION DEBRIS BUT ARE PROPERLY DISPOSED OF ACCORDING SUPPLIER AND SUBCONTRACTOR AGREEMENTS. PROPERLY DISPOSE OF USED OILS, FLUIDS, LUBRICANTS, AND SPILL CLEANUP MATERIALS PER TO LOCAL AND STATE LAWS. DISCOURAGE EMPLOYEES FROM TOPPING -OFF" FUEL TANKS TO PREVENT UNNECESSARY SPILLS. LOCAL AND STATE LAWS. STORE DRY AND LIQUID MATERIALS IN A COVERED AREA AWAY FROM DRAINAGE AREAS. PREVENT . DO NOT WASH OUT DUMPSTERS ON THE CONSTRUCTION SITE. DUMPSTER CLEANING SHOULD BE MASONRY SAND STOCKPILE FROM WASHING INTO STREETS, STORM DRAINAGE SYSTEMS, AND ABSORBENT SPILL CLEANUP MATERIALS AND SPILL KiTS SHALL BE AVAILABLE IN IONSITE FUELING SEPARATE AND RECYCLE WASTES SUCH AS GRFASES� USED 011Y HYDRAULIC FIUIOr QiL t~7LTFRSr TF RESPONSIAl11TY OF THE TRASH HAUtJNG CONTRACTOR. WATERWAYS. AREAS AND ON MOBILE FUELING TRUCKS. PROPERLY DISPOSE OF USED MATERIALS AFTER USE. ANTIFREEZE, CLEANING SOLVENTS, BATTERIES, AND TRANSMISSION FLUIDS. IF THESE MATERIALS ARE STORED ONSITE, PROVIDE ADEQUATE SECONDARY CONTAINMENT AND COVERS. ARRANGE FOR REGULAR WASTE COLLECTION BEFORE DUMPSTERS OVERFLOW. DO NOT PILE ABSORBENT PADS OR DRIP PANS SHOULD BE USED DURING VEHICLE AND EQUIPMENT FUELING MATERIAL ABOVE THE DUMPSTER SIDE OR ALLOW MATERIAL TO DRAPE OVER THE SIDES. UNLESS THE FUELING IS PERFORMED OVER AN IMPERVIOUS SURFACE WITHIN A DEDICATED FUELING DO NOT PLACE USED OIL IN AN UNAPPROVED DUMPSTER, POUR INTO A STORM DRAIN OR AREA. WATERCOURSE, OR POUR ONTO THE GROUND. IMMEDIATELY CLEAN UP DUMPSTER SHOULD A SPILL OCCUR. AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR MORTAR. ABSORBENT MATERIALS FOR SMALL SPILLS SHALL BE USED. DO NOT WASH OR BURY THE SPILL DRIP PANS OR PLASTIC SHEETING SHOULD BE PLACED UNDER ALL VEHICLES AND EQUIPMENT MAKE SURE THAT CONSTRUCTION WASTE IS COLLECTED, REMOVED, AND DISPOSED OF IN A TIMELY. PERFORM WASHOUT OF CONCRETE TRUCKS OFFSITE OR IN DESIGNATED AREAS ONLY. MATERIAL AS 'THIS ONLY RESULTS IN ADDITIONAL L REMEDIATION REQUIREMENTS. REMOVE THE PLACED ON WATERWAY DOCKS, BARGES, OR OTHER STRUCTURES LOCATED OVER WATER BODIES MANOR BY AN AUTHORIZED DISPOSAL CONTRACTOR. PROMPT IS CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF PROPERLY ACCORDING TO LOCAL WHEN THE VEHICLE OR EQUIPMENT IS ANTICIPATED TO BE IDLE FOR MORE THAN ONE HOUR. PERFORM MORTAR MIXER WASHOUT IN ONE DESIGNATED AREA FOR THE DURATION OF THE PROJECT. AND STATE LAWS. DEWATERING DO NOT BURY OR BURN USED TIRES. 00 NOT WASH OUT CONCRETE TRUCKS OR MORTAR MIXERS INTO STORM DRAINS, OPEN DITCHES, AVOID FUELING OF CONSTRUCTION EQUIPMENT AT VARIOUS LOCATIONS AROUND THE SiTE. TRANSPORT SEDIMENT LADEN WATER SHALL. NOT BE PUMPED TO STORM SEWER OUTLETS OR NATURAL STREETS, OR WATERWAYS. THE VEHICLE OR EQUIPMENT TO DESIGNATED ONSITE FUELING AREAS WHERE ADEQUATE PREVENTION DRAINAGE WAYS. DISPOSAL SHALL BE CONFINED TO AREAS NOT SUBJECT TO SHEET FLOW RUNOOF AND SPILL CONTAINMENT MATERIALS ARE LOCATED. . WHERE THE EFFLUENT CAN BE DRIED OUT. THiS RESTRICTION SHALL APPLY TO AREAS WHERE LIME DO NOT ALLOW EXCESS CONCRETE OR MORTAR TO BE DUMPED ONSITE, EXCEPT iN DESIGNATED STABILIZATION HAS BEEN IMPLEMENTED. AREAS. EMPLOYEES AND SUBCONTRACTORS SHOULD BE TRAINED IN PROPER FUELING AND CLEANUP PROCEDURES. %- ..++wwl+WV -V - 1. w...w+- .V-- -.'- -.- ,-WwV- .w+-1+ r+w.w- -w-- T,ia'PVV.,?" tt "TT "+. ' a! U:%;eUw%uoustoq%:e tcaa%mngrl;astt :4u4- (:4)0.0wg, 1tdcuuo ii:$F:io Inn, cwssef a , IMPLEMENTATION AND MAINTENANCE PROCEDURE PART 1 - EXECUTION 1.1 AT BEGINNING OF SITE WORK . A. Prior to general stripping topsoil and excavating, install silt fence where indicated. B. Construct erosion control devices where indicated on drawings during rough grading as grading progresses. C. Topsoil must be present to ensure growth. D. Temporarily seed basin slopes, topsoil stockpiles, and areas disturbed by construction. 1. Seeding times and rates: a. May 15 to September 15; Annual Rye grass at 40 lbs. /acre. b. August 15 to November 15; Rye (grain) or wheat at 2 bushels /acre. c. March 1 to May 15; Oats at 3 bushels /acre. 2. Fertilizer. Commercial analysis 12/12/12 applied at a rate of 600J /acre. a. Apply lime to raise PH to the level needed for species being seeded. b. Work fertilizer and lime into the soil to a depth of 2 -3 IN. 3. All Hydroseeding shall be in accordance with the preceding requirements. 4. Reseed as required until good stand of grass is achieved. 1.2 DURING CONSTRUCTION PERIOD A. Maintain basins, dikes, traps, stone filters, silt fences, etc. B. Inspect regularly especially after rainstorms. C. Repair or replace damaged or missing items. D. After rough grading, sow temporary grass cover over exposed earth areas not draining into a protected device. E. Construct inlets as soon as possible. 1. Install silt fence or straw bale barriers or 1/2' slotted barrel at each new inlet, as necessary to control erosion. F. Provide necessary swales and dikes to direct water towards a protected device. G. Do not disturb existing vegetation (grass and trees) outside limits of construction. H. Remove sediment from behind silt fences when sediment reaches one - fourth . fabric height. I. Topsoil and fine grade slopes and swales, etc. Seed and mulch as soon as possible in areas as they become ready. . 1.3 NEAR COMPLETION OF CONSTRUCTION A. Eliminate erosion control devices except inlet protection. B. Grade to finished or existing grades. C. Fine grade remaining earth areas disturbed by construction activities. D. Topsoil must be a minimum of 4" to ensure growth. F. Permanent seed: March 1 to May 15 and August 10 to October 15. (Dates may vary at discretion of Landscape Architect depending on weather conditions.) G. Soil Preparation. 1. Soil surface must be free of rocks, debris, and other foreign materials. 2. Soils must have proper moisture control to assure proper germination and growth. 3. Soil surface must be compacted to a depth of at least 6 inches. 4. Soil preparation depends on soil conditions at time of seeding. Various tools may be necessary to achieve surface finish. 5. Surface of soil shall be level and large voids eliminated to applying fertilizer, lime and seed. H. Applying fertilizer, lime and seed. 1. Work fertilizer and lime into soil to a depth of 2 - 3 inches. 2. Apply seed carefully and cover seed with 1/4 inch soil, apply seed carefully and avoid covering seed more than 1/4 inch. 3. Apply mulch at rate of 2 tons per acre following seeding. 4. Water as necessary to ensure adequate moisture for germination and growth. 5. Reseed as necessary until a good stand of grass is achieved. I. Products • 1. Fertilizer: Commercial analysis 12/12/12 or equivalent applied at a rate of 600 pounds per acre. 2. Lime: Apply agricultural lime to raise PH to the level needed for species being seeded. Soil test may be required to determine rate. 3. Swales /Slopes: Blended mixture of seed shall be applied at the rate of 110 pounds per Acre. The mix shall consist of 40 pounds Mustang turf-type Tall Fescue, 30 pounds Banff or Wabash Kentucky Bluegrass, 30 4. Graded areas adjacent to pavement: Blended mixture of seed shall be applied at a rate of 90 pounds per acre. The mixture shall consist of 35 pounds Mustang turf-type Tall Fescue, 30 pounds Fiesta Perennial. 5. Apply mulch straw at rate of 2 tons per acres immediately after seeding. The straw must be evenly distributed loosely over the entire area. "Slabs' of straw must be redistributed or it will kill young seedlings. On large open areas the mulch must be secured to soil by a tack or mechanical means to prevent wind action on mulch. 2.1 MAINTENANCE A. Reseed all areas that don't take. B. Apply a maintenance fertilizer ( *) within 6 months of acquiring a good stand. C. Avoid traffic on area until area is well protected and stable. D. Water as necessary to ensure adequate growth and development. *Maintenance fertilizer - apply 200 Ibs of 12 -12 -12 or equivalent. SEASONAL SOIL PROTECTION CHART - -- -- - -- ---- -- - -- -- - -- --- Stabilization Practice: JAN. FEB. MAR APR MAY JUN JUL. AUG SEP OCT. NOV DEC Permanent -- -- - -- -- // //A_�__ *l� -- - -- - -- Seeding - -- -- - -- -- - -- - -- - -- -- - -- -- - -- - -. Dormant I B Seeding ---- - - - - -- -- -- -- - -- -- -- -- -- - - -. Temporary E Seeding // /I/ / Sodding F**. I I -1 ///If V///,* A =KENTUCKY BLUEGRASS 40 lbs /acre: CREEPING RED FESCUE 40 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 20 Ibs /acre. B = KENTUCKY BLUEGRASS 60 Ibs /acre; CREEPING RED FESCUE 60 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 30 Ibs /acre. C = SPRING OATS 3 BUSHEL /ACRE. D =WHEAT OR RYE 2 BUSHEL /ACRE E = ANNUAL RYE GRASS 40 Ibs /acre. (1 Ib /1000 sq. ft.) F =SOD G = STRAW MULCH 2 TONS /ACRE * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. *NOTE TO CONTRACTOR - SCHEDULE PROVIDED PER AGENCY REQUIREMENTS MORE DETAILED SCHEDULE TO BE PROVIDED BY CONTRACTOR. 1.1 0 . :� 0. 0 . A co -6 '> a W W LA w Of w 0 z U 0 Z FE cnUUIX0 wWQZ >_�_ Xw zw¢ zwz >t-- a<a:X U U Q J� O wda- cn� V_J Z Z Z Q� X- <<<cr -- QUJJJ! -C� 00 0) 0 `- Lo I N � d- 0 00 N d- e .s. O Q i___1 (1) :2 N.,-, U < X @ =ZQ a) Q w LL . -C: JIB N 0-.= 0 Il-%. Q (D -2 � Z' N I w � Q 0 00 Z --. to to rf a3 I ,f a) fi;� •� a . ".. 7 `' -,, :' T � }y .fit. yrS . j- ?v.. 1 h J• Xf1+ �c:� : ", `1(R� f �`[ �:l,.i W :�.5; obi I. s +. { tf is Cl) sue. �.� �'i • -1 yi 1. }ccl, l -� f - � 'w, 1y ..,'.p .�� � . .- = .1� V �- L a �2 O • -1_.�, d O P-1 C0 O J QJ 1- _+� 00 W • 9 (D � (4) n = � 0 N �(0 .._.t W ;t- o � �z Cr C, P., . 1- O W 6% M > C 0 -cn O W • - 0 M N D- U M (4) 0 Q � 0 0 A _0 C0 r"-d 00 C 0 92 Cr. d w i--1 d �2 d i r-d 9� C IED BY: • N%h,-f if 4�011I t 6 � If, oA�a ��� ,AI- < M. ,�, °oi �'N ��0 *##'�5%�i 0 * %t� /s 'e 1: 4% �v • 0 0*0 = PE10504920 v'� y STAT E OF ;1 r„�. � °� ,,; A /;11� 1 A�,�� 4AZa �,� ���is�s�� y t t jti ?�yJ . A0 , �.� D I I, Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PF Quality Assurance. TOM SCHELLENBERGER Scale: 0 Scale: 1" = NA' Sheet 4 Date 01-03 -06 Project Number 050394 -20000 TENTATIVE SCHEDULE Land Disturbing Activities START DATE DURATION (WEEKS) Pre - construction actions 04 -01 -06 2 Construction access 04 -01 -06 1 1 Demolition 04 -01 -06 2 Clearing and Grubbing 04 -01 -06 2 Stripping Topsoil 04 -08 -06 1 Rough Grading 04 -15 -06 4 Surface Drainage Excavation 05 -06 -06 4 Utility Excavation Sanitary Sewer 05 -16 -06 4 Storm Sewer 05 -06 -06 6 Water 05 -24 -06 3 Finish Grading 07 -01 -06 4 Topsoil Replacement 08 -01 -06 2 Landscaping 08 -01 -06 4 *NOTE TO CONTRACTOR - SCHEDULE PROVIDED PER AGENCY REQUIREMENTS MORE DETAILED SCHEDULE TO BE PROVIDED BY CONTRACTOR. 1.1 0 . :� 0. 0 . A co -6 '> a W W LA w Of w 0 z U 0 Z FE cnUUIX0 wWQZ >_�_ Xw zw¢ zwz >t-- a<a:X U U Q J� O wda- cn� V_J Z Z Z Q� X- <<<cr -- QUJJJ! -C� 00 0) 0 `- Lo I N � d- 0 00 N d- e .s. O Q i___1 (1) :2 N.,-, U < X @ =ZQ a) Q w LL . -C: JIB N 0-.= 0 Il-%. Q (D -2 � Z' N I w � Q 0 00 Z --. to to rf a3 I ,f a) fi;� •� a . ".. 7 `' -,, :' T � }y .fit. yrS . j- ?v.. 1 h J• Xf1+ �c:� : ", `1(R� f �`[ �:l,.i W :�.5; obi I. s +. { tf is Cl) sue. �.� �'i • -1 yi 1. }ccl, l -� f - � 'w, 1y ..,'.p .�� � . .- = .1� V �- L a �2 O • -1_.�, d O P-1 C0 O J QJ 1- _+� 00 W • 9 (D � (4) n = � 0 N �(0 .._.t W ;t- o � �z Cr C, P., . 1- O W 6% M > C 0 -cn O W • - 0 M N D- U M (4) 0 Q � 0 0 A _0 C0 r"-d 00 C 0 92 Cr. d w i--1 d �2 d i r-d 9� C IED BY: • N%h,-f if 4�011I t 6 � If, oA�a ��� ,AI- < M. ,�, °oi �'N ��0 *##'�5%�i 0 * %t� /s 'e 1: 4% �v • 0 0*0 = PE10504920 v'� y STAT E OF ;1 r„�. � °� ,,; A /;11� 1 A�,�� 4AZa �,� ���is�s�� y t t jti ?�yJ . A0 , �.� D I I, Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PF Quality Assurance. TOM SCHELLENBERGER Scale: 0 Scale: 1" = NA' Sheet 4 Date 01-03 -06 Project Number 050394 -20000 BUILDING LOT DRAINAGE The best time to provide for adequate lot drainage is be- fore construction be' gins. With.proper planning, most drain- age problems can be avoided. And thafs important because correcting a problem after it occurs is usually much more difficult and costly. Here's what it takes to ensure good lot surface and subsurface drainage. Surface Drainage E3 Position the structure a minimum of 18 inches above street level. U Divert stormwater runoff away from the structure by gradl. ing the lawn to provide at least 6 inches of vertical fall in the first 10 feet of horizontal distance. Swale 7�k drain t Sidewalk J SYred 1 o Construct side and rear yard swales to take surface water away from the structure. 4 v Avoid filling in existing drainage channels and roadside. ditches, since that could result in wetness problems on someone else's property and /or damage to adjacent road , surfaces. Subsurface Drainage o Provide an outlet foundation or footer drains and for general lot drainage by using storm sewers (where al- lowed), OR obtain drainage easements if you must cross adjoining properties. p If you accidently cut through an existing field tile, assume that it carries water even if currently dry; therefore, re- route it (using the same size tile) around the.structure or septic field, then reconnect it. STEP 1.. EVALUATE THE SITE. . Before construction, evaluate the entire site, marking for protection any important trees and associated rooting zones, unique areas to be preserved, on -site septic system absorpotion fields, and vegetation suitable for filter strips, especially in perimeter areas. Identffy Vege.t.ation To Be 5aved, E3 Select and identify the trees, shrubs, and othervegetation th at yo u want to save (see Tegeta tiv e Filter Strips' u n der: Step 2 below). Protect Trees and Sensitive Areas. o To prevent root damage, do not grade, burn, place soil piles, or park vehicles near trees or in areas marked for preservation. . E3 Place plastic mesh or snow fence barriers around. the 44. trees' driptiri,,e to protect the area below their branches. E3 place a physical barrier, such as plastic fencing, around the area designated fora septic system absorptionffield (if apl�acabic). STEP ?. INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS. Identif� tie areas where sediment-laden runoff could leave the construction site, and install perimeter controls to: minimize the potential for off -site sedimentation. Irsi n1por.. tant that perimeter controls are in place before any other earth-moving activities begin. Protect Down -Slope Areas. With Vegetative Filter Strips L3 On slopes of less than 6 percent, preserve a 20- to 30 -foot wide vegetative buffer strip around the perimeter of the property,. and use it as a filter strip for trapping sediment E3 Do not mow filter strip vegetation shorter than 41onches, With Silt Fence o Use silt fencing along the perimeter of the lot's downsloillu sides) to trap sediment (see Exhibit #3). Install Gravel Drive. o Restrict all lot access to this drive to prevent vehicles from .tracking mud onto roadways (see Exhibit #4). Protect Storm Sewer Inlets. E3 Protect nearby storm sewer curb inlets with stone-filled or gTavel-filled geotextile bags (see Exhibit #1) or equivalent measures before disturbing soil. E3 Protect on-site storm sewer drop inlets with silt fence material (see Exhibit #2), straw bales, or equivalent mea- sures before disturbing soil. .cog u� Sequeong'_� C� t or Bu*o1d*ing Site Eorvso0 n Control rmraciices 51-EP 5. MAINTAIN THE CONTROL PRACTICES. Drop in id EROSION CONTROL Rea. yara Maintain all erosion and sediment control practices un- protectson drainage Swale pIAN LEGEND til COASfiYUCtIOri iS COI1lpleted and the lot iS Stabilized. sua�t � . A.ap" 1,,,el d Inspect the control practices a minimum of twice a week stockpue � � N "� drainageswatt and after each storm event, making any needed repairs . . � immediately. SF s o Toward- the end of each work day, sweep or scrape up any PS ` ;Topsoil ----- --z- Existing drainage soil onto roadways. Do nat�lush areas with wader.. Oft stockpile v By the end of the next work day after a storm event, clean Area to be top- � PS U an soil washed off -site, soiled, seeded � p Y' and »►uklied ,..,�. � Finisl :ed drainage by owner at � . REVEGETATE comp�ecompletion STEP 6 on of THE BUILDING SITE. constraction. � . Tree conservation .House Immediately after all outside construction activities are . Gara$e completed, stabilise the lot with sod, seed, and/or mulch. Sift fencing Redistribute the Stockpiled Subsoil and Topsoil, Fo V . v Spread the stockpiled subsoil to rough grade. O .::- Construction ;.•.:►�,; Gravel entrance/ Side yard � � �'S �. '. , ; f: *-*410* � entranc %rit �r''fi�' grit pad o Spread the stockpiled topsoil to a depth of 4 to 6 inches drainage wale = � :'.i,,; overrough-graded areas. � o Fertilize and lime according to soil test results or recom- SF SF , % . ,��' �:: SF Curb inlet protection mendations of a seed supplier or a professional landscal>- side ,,,� __..= !•��;: ingcontractor. watt &°p' "1� deed or Sod Bare Areas. Street protection E3 Contact local seed suppliers or professional landscaping Curb inlet protectiam Eruxng curb and gutter � contractorsforrecommendedseedin mixturesandrates. soil salvage and .• b utilization v .Follow recommendations of a professional landscaping contractor for installation of sod. NOTES: 1. Erosion /sediment control measures must be functional and be mainbined throughout constnicdon. � �s � Permanent seea ng � Q Water newly seeded /sodded areas every day or two to 2. Maintain* positive drainage away from the structure(s). � keep the soil moist Less watering is needed once grass is 2 inches tall, Sample Erosion/Sediment. Control Practice 'Ian for a Typical Mulch NewI y deeded Areas. One%. 'or Two - family Dwelling Under Construction d Spread straw mulch on newly seeded areas, using lei to 2 bales of straw per 1,000 square feet. d On flat or gently sloping land, anchor the mulch bycrimp- ing it 2 to 4 inches into the soil. On steep slopes, anchor STEP 3. PREPARE THE SITE FOR CONSTRUCTION. STEP 4. BUILD THE STRUCTURE(S) AND the mulch with netting or tackifiers. An alternative to an,,. INSTALL THE UTILITIES, chored mulch would .be -the use of erosion control blare Prepare the site for construction and for installation of kets, utilities. Make sure all contracators (especially the excavat Construct the home and install the utilities; also install ing contractor) are aware of areas to be protected. the sewage disposal system and drill the water well (if al)- STEP 7. REMOVE REMAINING TEMPORARY Salvage and stockpile the Topsoil /Subsoil. plicable); then consider the following. CONTROL MEASURES., o Remove topsoil (typically the upper 4 to 6 inches of soil Install Downspout Extenders. material) and stockpile. tt Although not required, downspout extenders are highly Once -the sod and/or vegetation is well established, re- d Remove subsoil and stockpile separately from the topsoil. recommended as a means of prevernting lot erosion from move any remaining temporary erosion and sediment con, �trol practices, such as. v Locate the stockpiles away from any downslope street, roof runoff. ❑ Downspout extenders. (Or shorten to outlet onto the veg, driveway, stream, lake, wetland, ditch, or drainageway, , o Add the extenders as soon as the gutters and downspouts elated areas allowing for maximum infiltration). p Immediately after stockpiling, temgarary -seed the sfiock• ai'e installed (see E.rhib-t #51. v Storm sewer Wet measures, piles with annual rye or winter wheat and /or place sedi- o Be sure the extenders have a stable outlet, such as the ment barriers around the_ perimeter of the piles. street, sidewalk, or a well vegetated area. U:\2 UU5\ U5U3941 2000U IcadltngrlC;ds1C:4U3- (:4U5.dwg, 1/212UUb 11:3115 PM, cw►seman, REFERENCE MATERIALS Every building site is unique and poses its own potential emsionhazards. In many 'Instances, additionaloratternative control methods are necessary if the lot is: v Adjacent to g creek, Lake, or wetland. El Has slopes in excess of 6 percent. i E3 Receives runoff from adjacent areas. E3 Has more than one acre of disturbed ground. 'This pamphlet provides installation inshucdons on five of the more commonly used building site erosion and sedi- ment control practices'. For information on other related practices, seethe "Indiana HandbookforErosion Control in DeveloPingAreas, "available from Division of Soil Co*nserva- tion, Indiana Department of Natural Resources, 402 West Washington Street, R 1�265, Indianapolis, IN 46204-2748. For an order form, call the Division. office at 317.,23.3o3870, Another valuable reference when building a home is your county's detailed soil survey report, which contains information about soil hazards and limitations (such as wet ness) that may need to be addressed at the time of construe flop. Single conies of the soil survey are available at your lo- Soil and Water Conservation District (SWCD) office. SWCDs also provide free technical assistance regarding i the management of soil and -water resources. I N I I A I M_ i A I I D 13 0** K. .;: TOR EROSION - caHT ~: • . • ''iN �.D�V�L.�P1N� ' ARCS;.•: •• . •.• .•�. \� ♦• '.,rte,- •. �t wa•..N ♦.•;'. -.•: •••••••••'•�..••"•• � ,.��...< �• � ♦�.l ;iii; r �.. ...+ "1 .1: , ..air ••..Z.�a, au,dgi�s fcr•Protectt4Watek . 'the'C.QnG'd.o�' sed;fi4A4. M-1 ..*: •.,on Cotist &itss . ;�,; ;•:.:.:_ • • . • ••• • '•• • • ice•. •�•:.: •••�•• •� • . Indiana- 0 • 1 �• Sri. tit �•'- - • �: -- in _! - �; "�.— %�'�1...: -r• •i .fir— ��.� IfI LOCAL EROSION CON. fROL ORDINANCES It is the responsibility of propel owners and contras tors to see that they are incompliance with state Laws and' local. and county 6rdi"nancesyegarding construction site ero- sionand sediment control. :ro� uction� •, ��>' o :t a• Tile ivas n ade : l o ....� S ft'v�rori • •e fat ,m n r ctz 0J en nt��: tliran �1%n rn •�So� .Q • c : . . : i gie:- Xndzana..V au e. n: t:o €'nvzron»� to [Man�tsed : /......'�::. :. ::.. :.:::.. ...:. .... :::... ana pa .une t. fN ural Zesources >iibitsdlsi xnunahcri'ontt ba i :ref trace polo national .. i�g ri ' a seas; . ou C you :Move beets cisici tttunatea auist,n ID NR 'co c`t, o :. :..p �•leas� wroircatl the IDNR Executive QtGce; Room W256: 402West Wash' ^ Q •::Stree in&nP Ls IN.4G20 : h 31 ?.• Q ..::.:...:..::.:. �.:.. 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WISEMAN, PE Quality assurance: TOM SCHELLENBERGER Scale: 0 Scale: t' = 50' Sheet 602 Date 01 -03 -06 Pmjttl Number 050394 -20000 ���_` � _ '. m. �,��r- .•.- :.sue'.' U.%2UU!)lU!)0394UUUUUIc dd\LiIUC't dsl(;6U 1 • C6U4.dwy, 11212UU6 11.43.:36 I'M, (wisum ai, 1:1 c 0 a •c v 0 N C Q a cr � U) W x W W D W Z U U H w 2 (n w W C z U O � LLJ z --. I-- Z W Z w z Q o F_ -W�a�M = J 0 0 0 Z r Q Q � QUJJJf--C7 0 0 0 0 0 0 0 00 0 � 1 N r d- 00•N Q 0d� LY_Z��,Q N%--00'U =zx Q ^ � •a- 0 U 0 •_ `-- z I 1 (� Q N W moo Z rA n�S 7Y{ • ^1'S W di i^4; fro , r� : �#�►Sr k � W i, V .� Q 0 0 w 0 00 Ct 0 o (.0 CL Q.) 0 0,*-, w Ict Q o > � CO Q W *0 ; N Q M 0 f-- r- LLJ 00 W cc C N CE FIED BY: J,. lift .�. f G :� �• C. PRO 1,11D 1 0 V ���s.rr.r �S ►� R Tf k '1� d� aio� Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER 3cdie: 0 Scale: 1' = 50' Sheet 603 We 01 -03 -06 Project Number 050394 -20000 U .000U\UbO3941200UU�c,ddlLnUf%(; ti%C6U1- CbG4.dwg, 1/2i2UU6 11.44.53 PM, cwLsunan, 1:1 c 0 a- •c U D N C O 'N x v V) W w W _Z U 0 _ W W � Z O O c>' LLJ z Q �ZWZf - L <J o w (n (n a. U� Z Z Z Q Q0JJ -J 0 0 0 0 0 0 0 00 0) O t U-) N `- (D � N Q�j -�•— S] 0Q(� a� CL <0x@ = —Q Q Q w •- O:f � L.. � U Q�.— CL I� N , LLJ — d- 0 00 Z f` n s W r Py, L Q O 7� 0 w o LL 0 �'' 00 cc cam' 0 co tl. � � o CN af p UJ �- C3 -- - >w d LLJ • 0 o .J dZ N �- CL p Q f:::) 0 �-0 LLJ '-Z3 00 Cz W cc C/) CER FEED BY: -4o .0,*� I *f 0 OA,: �c��•�i.iy d � i �' J 4 �s �aa� �, ���� (� •wwwi,QO i � ���� Q) • PE10504920 STATE OF :' 4 s� i7 � l�"� h � Q •. 4�'ti` r OA 0( Drawn By. SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = _50' 1 - J - l Sheet Date 01 -03 -06 Project Number 050394 -20000 x x x x x x x &MAW M. E. M. E. co 899.54 899.48 C 900.11 899.25 G1 899.19 899.82 G 899 899.70 ,_9�9867 C 899-47 G 899.18 898.94 �898,60 CD -99,00 1/ 8.80 ,9.25 IAL ' WALK OUT 8990 15 895044'� 26 1896..83 899*251--� 8 9 • 2 5- 680 CD1 ---- ----- -- ,\ C 898.97• C 898.97 898.68 68 yS C I 897.65 V r, RQ7 3 91 % .1 I - It, 899,20 �/' F X 1111001 �fFLG= 895.42 11l otf 1.00 - G1897.3 897.52 1 C 897.52 897.2 -- - - - - - - - - - - - - - - - 0T) 89-5/,"42- G 897.23 0 z)7 #17 .4 IGO C1896.421' 1896.13-1 C C 896.42 .•�'• �,% 896.28 J/G 895.99 896.13 --' .d 36 /895.42 li\ITERSECiIOiv OF 121ST SYR ET AND ABNEY HIGHLAND DRIVE qq ��1 i�L� / / , `, C 907.73 J p 00 G 907.44 !�• 1 'Zii 1 ,� 9 0 6,X /• Rqq NO SCALE N, �iaiZ�iL�ci�, I 000 .0 01 �� ©• . G 908.35 0+ 0 0+ 1 p )9 908.54 908.25 j f 9 907,20_4 907,.001 INTERSECTION OIF SHELBORNE ROAD AND ALRB"NEY RUN DRIVE W NO SCALE MY IN 1101F If / ie 001 -7-1 90 • 7 906... fe-0 900 t OF 41 M.E. 907.72 IiN x 901.35 J. x 898.28 906-77 i _ J 27 0 L, PAD (901035 0 6y*1 MFL 899050;" 10 *0 1/ 90 0 4.2 it 00.4.0 IR 3.6 x 4.17 9Q/1.35 043,46 1 x/.;_1.._3 86 ,01 LL_ f X `C Jf 4 1/8 900.56,-, 902.29 Ix J, 4 GI902.00 X, G 901.217 C[901.691 901.98 x 'G 901.69 C 899.97 900.37 C [C 7, G 89 900.0 C 899-43 G 899.60 C1 899.$41 '% 1900.33 G G 898.14 G1 899. N A An A A M.E. n C 900.34 0 t ! f 900.05 2+0 C 899.43 C 900.33 t C 901.23. 0.34 G 900.04 G 899.14 G 900:94 18 W 05 \1 1 +00 0 00 C 899.89 UUU.1) C1 900.67 G 899-60 900.08 900681 190 /79' 00.50 X JFN I on 900.69 G 900.40 899.39, 898.0. ;8 9 9.101 89\9J23 900, 6 8 0 97* _4 f C 898. 36 g898.07 _96 to 8 9­9 5-0- WALK`--0U.T=r901-35 9 \6 \% KAFI 0_0ni C _U0 I *JU 5.44 o� B FE 8 8 7.66 9 0 0 UVJ\L)Q 94.G 07.7. 3 -3125 -9- , . f 8 0�*Q M.E. -893.33 M.. ION \88603, LO� 00001- 8 50 r) n-h -7 n I INTERSECi'ION OF SHELBORNE ROAD AND ABNEY H NO SCALE 0.\2005AO50394\20000\cadXEngACds\C605-C606.dwo. 11212006 11:10:17 PM. cimiseman- 0 O O :60 z z z w0 0 Z < z W z a I­- C-) 0 (L < ce- L" z < J 0 q . v) a. V) V) C.) I- W _J 0 a a z z z z < < _ < J _ < J _ < J P 0 000-0000 00 0 Lr) CN (C) oo C) It < 0 < Ci Z o- < =Zx < w LL_ ry- a_ r*-- CN 0 < Z < CN Nt LLJ coo z Ln: C O 0 0 W Ca 2) CD (XD 0 CN LLJ CO LLJ C: U) LLJ 0 = - 0 P,-,t cL LLJ M Qi) o QqaC LLJ P-d 00 C: CERIPED BY: • IIV, 115 lb PE10504920 t STATE OF ,s1r.1U Npo- Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Qualh Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1 20' Sheet C Date 01-03-06 Project Number 050394-20000 a A r- 1 Jpl 10% A-% Apl g3131301MI000 FPG=�88 q% _._ __ .__.v.. i t 00 Q, 1'. c I • 8 9 7.6 6 r) '1896,29 ........... 1 8 0 C 895.07 IG 8 L-895.94-i C 89 .601 C 895.64 G .................... ............. 895.411 30-Au >,C 892.83 .57 M.E. I00Y 9 3. 893 8 G 1:31 0893. .G .5 C 894.451 G 894.161 C 894.29 8 94:93 G 894.0 G 994.64 Z f\*70 C C 89 C 894.93 C 895.311 G 8904 G 895.02 JW9 ... ........... C 895.14 C + 894. 894.80 - -- -- `�� ' ; C 895.63 G8 5.31 95.31 .................. V1 7_7 F U+ U C 894.49 894.20 C 895.44 5. 395.73 95.44 M.E. if C 89M. G 895.80 l t � f /'t INTERSECTION OF SHELBORN" ROAD AND ABNEY POINT DRIVE NO SCALE 7- CD C90 6 M.E. I M.E. G 904.07 mown C 906,80."11' 00 C 905.44 %,, �C 904.96 (0 -1 G 905.15 904-97 90567-01 NI G 904.67 C 904.93 905.30 -70 --� G 904.64 5.01 LO .80 C 904.82 04.53 C 9 .66 v G q3.37 \N904,0 C 04.56 G 906,60 0 .20 904,37 90 �.00 1 ' �' �•,� C9 G 9 13.98 TW 901,00 111 r• 90D415 e nn del 8 • LK OUT 054 INTERSECTION OF 121ST STREET AND ABfvEY RUN DRIVE NO SCALE U:%2uu5lubuju4vzuuuuicaoitngr%uostui DETAILED GRADIi\!C AROUND ABiVEY POINT DRIVE CUL -DE -LOOP NO SCALE =-U0U0.aw9, W&LIAM I I:lu:ud rm, cwtseffian, 1.1 O •X) Cl LL1 X LIJ z Ld z LU U) X_ z LLJ W W z >_ 0 LIJ < LLJ Z LLJ Z LLJ Z J0 LLI C) M a_ V) (n C) J a 0 a z z z z 1- 0 0000000 00 CY) 0 (!D 0 114- 00 L4 < 0 < ty Z CL < Z X @ < < LL_ 0 C) a_ < < LLJ lit 0 00 z r4) Q C W ... V11. - 'A' 0 �3 0 cn U • (D _000 O N 0 w (.0 LLJ � t3 � .= z Q a > U) C: LLJ Q.) 0 ._0 N0- Ul Cn QL) 0 Cf) 0 C: rIll-_ 0 cc 00 CE IF BY: 4, z,% Iii 41 4 was tow PE10504920 aw pfd STATE OF �1 Pat Drawn Bp SARA E. FARNY, El Checked B,: CHRIS M. WISEMAN, PE Quality ksurance: ivllll Scale: 0 Scale: 1* = 20' Sheet Date 01 -03 -06 Project Number 050394 -20000 0.\2 001 0b0394 110000\cad\Liiyr1CdskC;tiOt C608.dwg, 102006 11.20.48 PM, c,wtse:nian, W- G608.dwg, 112120061120:43 PM, cwiseman, 1.1 c 0 a •c U C) N C O O LLi L.L.J Z U C7 W (nUUw0 X W Q Z O Q D Z W Z wZ — -J 0 1— W�Ua. tnCL U Z � z z FQUJJJ -0 ® 000000 CO O LO N `- 00•N Q 0"-% OQ(-, a� =ZX a3 Q ., � •°—' ct� U)� 0 U pl"._ �< I � Z N W — d- 0 00 Z W CS fCO i Q 0 0 am v � 00 U -0 LLM o `v ry CO W L LM 0 0 LLJ QL) •o = W Z �NQ QC:� °0 W � H- r C IED BY: Op O p�`�� �"4 •�sww� Y C3 PE i 050 #020 �..,� STATE OF ���,�, .•.,,QUA ^,,�, . -. L� ,�� °��as� ►�� LLSD �� /4f,� � 3 Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = N Sheet C608 Date - 01 -03 -06 Project Number 050394 -20000 U.U-UUb1U5UJA\2000U1caUkLngA(;dsl(;IUI-C/09.awgI 1020W 1U.-W-21 PM, cwtseman. TWA to a WWI %%W* A 41-6 IbL.f WWI .V.6._%.& �� 9.0­5 0 -4 -� 9 - - 0 A_ 1L. 0 %W . / . r� --, 11 V4 VVI I F1 kiUVAj. nLtAUVVtALLZ:) - - - - - -_ �,, t, 4,(, ­ , --.t�- ., - - - - A WUM SZy-i? . ,I t . ....� 11 - , 4.._ -_ - -IIIIIIIIIIIIIIIIIIIIIIII Jam/ (.%- e�,_p I I I . 1-1* �i�t Z%,; LOWER LINE HT.= 23.7' . ,:�% . .1 - -) ,�- C�� "I FULL OF DEBRI :]� -1 . Cx - -_A� 1, 4 0 ',�� I 1% � 0 I-- I .- .-. a- ­- I I .. �L ,\ .0 I :c 0. . ... 11,4111111111 1:6 �.. "'-) __�." __�, .11 LOWER LINE HT.= 21.1' . . W �c C � -. ". LQ .,� \10 0 V) 121ST STREET LOWER LINE T.4 21.81 /-.- , , I I !tk- I . I , -- ---. ER UNE-[]T.= 21.7'---..:. .1� I " M � --- - - � .< I I I-1.Z1 / / , "'.." -.---..-- ______ ____ -_ ­_ .,.------ ___ _. ----,-- .-..-- _.,� STORM SEWER PLAN AND PROFILE NOTES I . __ . / I -.--.--.. I , W-1 ____�, - --. ____77:::::_ , I ., .-.--.---, 6 _. - --------- _. . . ___1 _� _== QS-P'Z' x *.Z7, x 1% ) 1� ,%C? . / " ,­ - �. ­ , 1�0 ". 06 Z/ - . ( I -­­­ 11 "I, 1-1 - - ...:=. .0 ---z-:::_, -, - _­1 . sl� • ,.O " , I— 11 - , ..--- . �/., - . ­ -I- ­ - e �_ ,;. -� -"--'----- - . . -ti�--- 3 � 1 - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; 3 r, . .- ,_ __3___ -_ -- ; -_ - _�3 - - 3 - :�= -1 ,& ­I •.r•. ' • " -3==- ;­-- --..i- .A- - '51 - - 3 _==_3 ==_,., - !,_�,3-- � - 3 " - �� - � - 7- == -;;--3- -- 3 .__� -_-�,:,­ 3 3��- - 3 ­31 ^ - 3- - 3 -.:--..,- 3- ,��- 3- - 3 -------T--- - _ - "I- .--... ..I..---- ...--. ---. .I,.- - _­_.- '. . - _ f --: ____ ____ =. __ ___­ . .11 ---..-.,. _­ __ . .--- '... - - . - .I.---- - _=_� It- for-ro I—- ­,­� r7- C% A I 0 A '17 - ___ ____ 7 __ - _­­­ -,--, ­_. .. __� _­ - ­ - .- �7 . . 1­ 14011�_ - .. 1. .9 .. . . . . . . . . . . . . . . . . . . . . . . . . . . 14,PJ 1 0 _.._,._____ -.---- _ --"---* '166�- - - U%0%Jf_4 . ... I .1-1, ;;� - - - - ____ - . __ KLI, J A Llan,J11 __.,t____11rkLU .42 . = - 7.501 "I ."..' '.1 ,­�.11 -- __ --.,- FINAL RULE 29 CFR PART 1926, SUBPART IV' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE . _,___� 11 ,_,_.� TC 89 -.,.*, ."�11 .11 . "­ I - '� -I---,--..- "_ - . 0% -l', . "� r . . T _ - - I v -.--- I- . 89*42'40w E 1316.23f __.-, fE , . .-..-- _ \ - / 4izz�:% - - .4 C Ems- .L "' 'I'.Azz- (5) FEET IN DEPTH. I 7 I .1___1 - - )24 - -t--= - I - ­ I A a Rl".1 11 _t`010000000 - - . I __W�� . � . __ - "­--- _-_-!�2, �__ r- I, -HD v ­ ....... df- � - - - - _7� - - _ _ _ ----.-- - . - QI.a .., I - .--...-. �� ­7 I'— _A,_ - - =--:::-I- -.-,7..- ",* -I- �__, Z. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A ­ -,. ____ - - .-- -.--- -- +4--,. " __ 7_ .e tr,z�_vz::�/_tp 1��- �4­77 __-.7-3 __,% __ _____ -"--* - .---=.--:-,-* - 1 __.1....1.6.;_::: & - ­ - ..-- - .- . _._____1I01.____ - �.., iX-LIL ::=_-:-_ - - - 1 iLF--:__T_ ___ - - __.;;.�__� 3 - �� . . - - .. . ___ . .------.--, - .q -4 E -1 __ ­ _.: - ----Zz ___� -3 . .__- _____1 . . =:38Lf-_ - - 2 1*1 CR-0-go % . t68 FZQL1-2 , k __n . rc-A :� ::a, - , - 3m --- -- 31. � - U/-o - 74'­6, ." 1-- - --- Y� �n ,,- If . -*% i k- I. `11.�_ 1�� _0 - . \p a at - - .. '�, TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. t - \� �-7_ _= �-3 A A ,\ ( t __719 0 0 , � I .------------ ot- - ' 50. 1 - .1 I, " - I _WA - --, 1� I N� 4 -1, \ __." ­ ­6 0 0 __ _J 99- 7A - I 1% - - __ , __ -h­sn7.,*,---I%_ '111: , � 1-1 i ...­­ ---.-. ..-, ___. 1111 .�, \., -�_ _...� 0 ,-. �� ---*' Q= - - �r_ N -- 141F OF'15� ,-- 1_I_.___,__.. . _ -.---" - '-HOPEA /N .-�_­��_ A OL44A67o .. ­_ , �Z ]" L' N - - 15�,T * S , LE 0 2.17% .. - . .,, , '7--------___.­, I . -_ 1. � 1.111 1, - . 'Ix . - •- - _� . 22.5-1 _6 _01161 - - ---..-- __ 0.0 - _____ -.--.- - IN - V- - ) - . -0 ,,, . \'1-1 #1 so Ar t S I be N ­'low 't W - � ,,, __ - I - . i 0 D vPPIfffIIfNfffII IV - V Wow- 101ow 0 LVIMX% vUJ`4L ill. 3 ,_ 0- ", -I--,---- - - - 1� - ,-­ I __--I,-_ ­�� 0 ­ IWM_r__ - vf i go ­� F.k. f, . ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS � I - I :.- -.( . Cf I ­� !C?l �s �,A< A I ___ �-I� a - - ..... -10 W i 6�4 ­109)ow 4 %F of -- -4 - - - 10, :��_I� -10' 9 7 1 . 0ov 11 N 10"W- - •- ­ - - 1 01V 7710 .­ IV w A W " U 16 v ! / . = - - / , ,I ! I I 11 v 4 . I "I, ! I ru I I WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. i . A .,,_111 ,___ ,-- a r�_ f /*�, - "Mu � 0 / I i I 11 I i \\ %, $1 1 LOWER LINE HT.' I - I 0 - I - CD / I, - _"�� - 79[F Ur I bc::I KCF 0 b.UUZ--,*'-- - ..------ -*--.--, ---,-.,-. -..& / I N29 OF 24' Xv 0 679 //*' / ` I I I. '. -1 / I I % ,--,. ­,- J 11 / 11 I \ . / I ! I - -1 '. - " - 'I-,. C) , ..".- czy . - / - / If I I ! . �1, . .. le ,.,.g - I _T_ %..O %. --- - - I6..J A I lr IF I I , I I , / 11 (IE. MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. . k-L--,-- I _/_ - ___ 'I / / _� - i .))- , C: -, .­-�/ A ,,-� - --r_ - � \ .., -.11.1 I I I I - . - i =4=70 -_ 01 A Z .e , "I ­ " � i I 11 +9 J.9 i I I \ 4. ALL STRUCTURES I I 40 . , I/ i I # ; 1. \ I .,.co -_ -_ / : . i I 11 . ­­__ / I I �'LJ - U I ,-- A , , v RCP 0 2.14% i I � �\ � i \ � , #/ N,-.�I" I /' /- 1193LF r I 5 I Atir v .....7. III `­________ ."'.1 I - I . \ ; ! -1 ,eTTITA/ - i I . i BRUSH FINISHED. -I-,' - I I I p k _-) I 28LF 6F 15* RCP 0 3 75% 44;7 \ 1_111�_'. ..., 899 �� 11 -; . � 2., -----, ,--,I" I �,_­ ,-- . J S1- / 70 , %5 I;i I � _. I--, 1--,., .e -­ ------.--., -..- - / I / R 71 0 a 1. I DEMON 00 1898.15:):4:11 , I , ( \ %% - / / I--,' 1-1. . '.. .,---- / .--.- ­.­_ . __� . T9: I/ I . i 4 I NORMAL POOL ELEVAT11 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET ... I I __ 1. T6 / / ___111 '__111� --,---- L''. i ____ -...,-- . ; - 4 11 ; -_ I I . I 1\ I . L . t 'Ile, N I AUJU. ,11� .� . , I : 4- . 7 F__ -4 JI/ 0 1 - I t ( . I I YEAR IATER SURFACE FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE , 1 705 --- Un ._11 W888.1j/ / ._1 - " �-""-,�, ----,.-, ,--'---..- "----.-..- " \ . / f ./ /I / . ) I It %�, / Top OF BANU- . I \ *vfa I . � / . ­_ ----..,- _., _� --.,.-.--. 1 707 - ' .;/ I &.A- I ; ., ", . ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. I TC 1 899.00 �i ! - ,,-, *I,--, ­__ - � _4_ R, -.--"k \ I � � , / / ./ i � \ 1-�,, I �,_____, / 1 ) C P:::� 11 �I OF RETAINING/ AT NO COST TO THE OWNER. �_ N t \ I -,/ /111' / I 1___11' I! % / 11 ", 1 / ; . I-, IEN , __1 _-, \ 901 , I ,Ili / / 01/ I N"\ '-- - 18 .", I I \ I \ I I _� L I--,'* � / /2 � I . / 0 / .0 _.'�__ - a ". � I' . $ .. / I % d��/ %_ � - Ul) I / I ' \ . 1E(E11"J-1 ) , %_�.., ___ . S�T i . .1 , '----- TC_ I - 02.771 / ' \ I : ..I- �_, 00 f . . V_ '! .i I I 1. I - \ \ I I � z /* e., . a. \ I 1q, . 11 / / I I � . 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE . N 0 . \ 9 / , &-,-.--- - - - . I / \� . \1 o ­_­ _­ ­1 . I U �� . / EVQ1 897.771 1 , \ 1 5. - 0 =MT k � A805 ! /I L" i I 0. \ % I i -`\ ---144 F 12" RCP ,W 1.507a . �- ..,__� - x ___ - . I i 11% I /. I // 1 90--_ - ER1897.671 .. FLOW INTO THE STRUCTURE. ! \-.Y Ii. I 1. � I - __� . I I 1. I f 0 � � � I k .1 A -.,. -- E(N M 892.89 ___� - `ff' = � O/ i \ "A 0 - , -,. I it \ � I TC 1 894165 1 I . I " k k . I%%. � .0- . " . ! . (0 .-.:... C 7,___, . ,,, ^... - P". r . / I �.,­ �.. � P I - _.&,; C. . �� . ,.�>, EX897 I.-O .. 1, .- i - - r:,�-, - I �� � / / / .'.e ".,,� .,� - WM890.22 c:I 11,; . ", - .- � j­, ? ­ e k\ % 719 *I.. Vk t ( __,,.._ 1-1 "I ____ n ,,a C_�:11 •.:�__-_ I � t.0 i.�,­ - ,__:� I , ..-- --,. \ I .A " ", __ ��,�, .� ,/ .-, .1! L.� to I- _�, - 11. 0) I& � � C) 11 1. / / �,___, I "..- V'-'; �.P% -',- . �1? _.$ CC; �.­, %pj q cz� 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY ". / H83.83 I - * : ( , V_ 10 ,,..,,,b� � It i . I / 11 E I 89-r.901 . , I .1 . -%-,. ie , It 1-1 / ---__ 16 -� 'I 11 k � .1 i - /I ) ,1� L . REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 2r. i I � ( . .1_/1 '. / / I" t . . I �i ___-� � � i / , I I I- I � I � � . ) I I / t - -_ I % =1 �, 16 I - �% 1-_q 1-111." , le // I/ --"* k % I I I � I/ J . / % 6 (SEE DETAIL OS - 2 FOR L =,-W a I \ 04 � __ ", / I - 11-11 .-'� . - C729_� I I . cju��11 1 ; , . I I _-J. 11 -/ I 0 \ . - _� %__� � .1, - - - 111- - 1-1 - N_L=Z;.� I I I , � .L91 � �� .. -1 1. .11 _J I 0 n 11 I I / // \ 8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL *% .. q __­_._____ -893, � '% . . I'll., . I , y I I -_­�.___ OUTLET � � i. I I ( \ .- / ,- ____ A806 I v- I '% � It I . ,TRUCTURE OF Q � . - , I/ - ,-.1", TC [- 894.50 I k I ( % I 11__. k�". 1, POND) / PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. . , - .1 \ \ k k. .`­." ., I-, I I I TC 11 897. 0 i am 4- 30 � %\ . k , \ It �% % " �L . I 0 , i - --- 11. \ .. I N \� \ \ \ Cn - _�. X I MCI. � �11 � 11 . _,_�.. I 11 % - - _. - , I ,__�� _�_.,�, \_1 .- *� 1I_,,, . \ `**1x I " u n5w 11 I '(08 \ _� - �,_. 11�____ 44 1 1 i N ASO I / ��f>..\.., \ i , _/ .1 �,.;-- *-- - \ 42 - o - � ,au � a) I _. 4, . IE(W)1890 \ , " \11' �� Ito � I - TC 894.42 1 L _"", __� __� 90.90 �_�� '_� '% \. .,@ --- �* I i�/5 I I 1 126 I'll ._1 . 11`� �11_1.�*"_� - __�_".11_* - - - _., . ____ \ \ . . .. �� 1`1_ \ 9. SEE SHEETS 710-714 FOR STORM SEWERAGE SPECIFICATIONS. i RC -.1 . - - - I - -11. ti /N I )1 It �_ 1..',,_. 11--".-, I 0:> A I I - � - I _', \ p 1� \11 \ '4 '\ �04 , 1 20 x . 11 " "---*-, ,_ '_ .1 I *1 - IS SW ALE • '. - \ 0+Oq . � I 00 * CWA ALE . .��� . .111. LF * ____ - - 441. -_ �It I% 1 ro\ . , "' 1 894'50 ... ,_ - I, I , I I 27 'IN 4 C) I 5 � \ % I ) ­ �. --I 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. .L. I,.rl.. %I* 0 54LF 36 -----_I._ 115 tF *v 0 1.0010 I WOO k I -11 ---- * WALE 0 1, It I . ."A 69-11--.N 1.00% OF - . __ . .,�, s\k, __\_____ ---------, I-- , f- _., i 1 (743 - UO+00 " IV - _ F ^ - -_ '.. -%, CN. I I - . , -6 'r 4 -___------� I V_ i I 11 S - - V 1. -If" ­41 _� - - - J--�-! - I - 1 :!W-4-F - I (� �, _�_,.. 6 v . I �1 .,� , � I && a LZ-1 a --I- .,.I- 9 - I., .. ­ wl_� " N RC 0.89 _--, I - \ \ %".O -I- I L ql�odp NN88 If IV I :11 \,� "�� '-,-- 90 . 4 1 TC I 896.ulil % + zn , _--�. 7 I-- 11 \ V_ A 6 0" R 1.007a, "I k I.. N --- 11. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISITNG BRICK STRUCTURE MUST 11 i I *_-111 _. + \ �? 4 . N � . N \ '--.,. W 11 i * I i cl ;�R- ) -,--" 10JL 6 r 0 0.75% . --,-..- _4A=1 % - - N__ \ k \� I ______ i.� . % 101, I . I I --(EN@89.541 I-,' .1� . '\ - % - ak� \ \ \ S CA% " N", ,,�,,,�, .0 'I It, BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: -N.., x . I! t , I U-) -/p I . - 1--­'_�__ _­`__71"� %L � % I PP,I 7 "I .10�.,_ .1 A W 1 894.001 'I-, \ 1. \ \ N � " Nile �% ts.. A. REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT. II � ,--*,' . " I.. I-,.,,- - I 1. k. \ I \ /_* �-�, \ . % I I I �_ ____ \ \1 \ \ *% ---,. k . I v I _,_ I;*- I zk� I'll ".1111-1 I IE(E)1881.92 _______� I *Nx \ '\ % \1 \ \ , . 0- -\---- I%%, � \ \ %, N., �� ­ '...._." B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (S) ., e t 96.351 'I . S6 E; 6.56 ,,,-, ____ . -S TC 1 892.85 -_ - i _-, % \ . 11% \ \ \ � -"--� '%VA \ \ "., , 1.� � '. 1� ( I _­1 ....... -I , *N6 " 1EM18811 -.- _­__,._­_ I " �' 1. k \ \ -. A \ &10� I \ %.. .1 1`�, DIAMETER BY A MINIMUM SIX INCH (6'*) THICK, 4,000 PSI CONCRETE COLLAR WITH _." 0 1 .1 I * ® 0 I ._� IE(WM888.851 . � \ \ \ \ \ \ \. .111, ,.- .11 \. I, .., 4x4x10 GUAGE WIRE MESH OVER THE EXTERIIOR OF THE MANHOLE. , . � "e\ I . Dr, I,-,' ,----* . . I I \ � I.. . N . N .. \ , ". . -I, A \ I I I 1. \ . 1% I 1.% '\N 15�9"11 . "-T , i 26 � -.- � � \ \ p C\ __. .% \ % \ \ 1-1 - t" "." 0 . I \ I IE(W) 887.50 '11 -1--�­--, IEN1882-501 . \ \ I . \ I I'...-I I \ I __,-,.­.., / i � C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. P'.. I I 6 %� 1"1111 LOVIdevUl I-," ___1 __1 ., � i \ \ \ % \ \1 \ 1\ . 71, � . _.,.", . . AOO" 'p ki��. %% * \ k i *4 - 006 111*1 1­0 __. 2- 10 I - \ \.-I. \ It I. \ \ \ - \ It \ , %-.-----, . 0 � I ,.,.", . ,---,,. *Api 11N . N, \ *1 - \ % \ v I -, --_ � �. . I F, TMIEK-�qr 11, I%, N \ \ 1. k 0 1 1 1 1 1 VA . ____1 I,'-, """, ---, %. 1*%. %,I %. . 1% kx I - \ 894.551. , \ _.", ",, lh_ I . . � \ I " . - . .1� -I--- -_�__ .. L .% �� t \ \ 'RI 888.461 , \ . .y _N . � 7 -) ._�_, " .-- ,,-I.., \1 \ I \ \ *11 --- 1� .. WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS . I­ ) \ ,.,(33 �\ �_.._ 12. TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, "I k . I , \ ! 38 G I \ I D3 *111� 1�1 % ., -, f) I � � .-,---' CD 'I. & \ 1. \ % \ I \ L 9 - \ \1 . -.I--,- - (11 742 � ___,__�'. 0 -1 \ %, \ \ .I-- I 'NQ1 889 % v N., ­11� 1\ I � . . .C) -1-1. 11, I . . N � .. ". I I A804- ___ ,'M887-961 % _" A CURB INLET. . f \ k 3 * TC 894.501- . \ \ � '\ '*\\ 1895 & A *�'11__��. �y 11896 ,.'�_,' ___._ . \, 1. \ \ \ 1%. TC - ___� I � \ N . 6721 "' 'I . �1. L I ,,� � ­ .1 ` -- VZ .. \ N -�-- 11 -F % -, � I � \ % * \ 1� ,// I _Ii!'�'1'1. --�.". . ----.,.-,.-- '. *k I - I , -I,- ; A ; .��- *%-\ . \ \ *(W)1889 � (0) N I I # I % SHOULD THE INTEGRITY OF THE MANHOLE BE COMPOMISED, THE ENTIRE STRUCTURE MUST BE Ili % it 100%J.4� _' _ k "I.. I J-% -.4, I '� I 11 \ % % % . * " \. �k ) � t ) k '(0 888. 2 I I III 737 // � "__,'�, a_ . . \% 1% 1. \ \\ \ N\ .., __� \ $ \ -1 ____ REPLACED WITH A STANDARD MANHOLE STRUCTURE. � / I to / ., C-1 I \ a '\ 1_ ,__�, It I � *1 N I-- �111 - , . \ It IN W i \ % I I I-- r_i\1 , I, .% I / . I t L %. % ..-- I , - I , 1 \ � . I I . , \ .%. x � .-1/ \ 1. . 0� ) TC 1 893.50 � � / I 0 00 6 / 1'� F I 1\ \ - �, . '. , I � % � � \ I �� _. / 11. a I \ I \ . \ k . I *I. . % I N, '. I % � 071 -A C) % \ I I � 1,%._____- % I � I ; I * - - / I \. A \ I I S . 1% --­ ..... � I \ i . W �Z_ - i i 715 1 i i / 13. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING - 1� L I \ . 0 1 , "I N I n \ __ __ - I I \ i , , i � i 0 tb- % . % \ \ ( I / #- oft, U_ \ � \ x I 0 I I I I . � I %:C4 z CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO 0 11. I W IN )(v to III am ANIN 0, a k � % I 9 11 I _..% - . - 4 k- - A i ( I 11 % -, "I. 11 -_ %111_� It I / t CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. '\\,\ � I W/ v I/ oft ## % - . % i \ I TC ) J I / I L � / . *0 - fte 1-111 (i��x I ., • . I : % ly _. \\ 1 4 89 .1 * 0 I / J# • 176-093. -1 - �3 \% . 725 \ '� \ I - (3 I / � I -, I /1, 1� ., . I ♦ . 32 N__1 \ I I \. / I IF . f . V4 \ . I , - 11 \ � I I I / ## 11 1* .-- I., \ , I I I .1 I � It I . I \ � I .. - ­ I IIEC 010.321 1%. 1 1893.671 ., ___�. . \ q--% --- I f 10* - Z� \ TC \ - i . 11 11 \ ,--. - I " I., ­ ...... / /' . I I 1 40 1 % 1% . *% L - I \ ..� \ _,� I %# t6 N N 8 8 61W /1. / * / - - ., . I I . . 14 z _ ''� � - - \ N I I - ! % ."G \,I,11 -1, I_ �_ \ ."� / 11 I Ep 46 9 . fij..,o � ZZZ====__ J* b 11 I �. -611W IE(SN88 .731 \ \ \ �1. i \ y .. %, "\_" .01 . Ill .. PROFILE LEGEND . - - 'fII�IfIfffffIIIII-Iff­­f­fIfI�6. - . " 6"W 65v N. � 1\ " �, - - 7"I 'I \ 895.67 ,---' ". el. " .,- �-4. a `I.II _P�4 6'V 51W '6 6WrW -63V , I*w \ ) I t ;?* \ 05 , .-_� / , 1!:_= 6 v N - . \ \ "I-,, , 111. I \ % \ .- I N I N \ \ I le, / - / Az�, / 41F ,% - - % % ..", "I \ \ __�,.. 1___000 ', I I . . r 1.!�., . / 11'1_� I I N, __.. a ., - %,_,, ., / 11 // I - I 1�1._" I � I \1 1%, 110, %.IN, .-- "_� .1 / -% '%%. I.,.1 : i I..", "�� % D2 724 "IN'. L 1, 1% , �* , .i� "'k- I'll k I ,,'- .1 di , %_J 1 3+50.36 No I _., --�� � 1, I _,, / --�-� Ln :�� O+ .102 N . ., \ \ t _"__1 11 1�1 1. , PROPOSED \ - I \ . 1�*� ROUND .. k , �1-1____ 11_� .._1 11.,.� 4 C' , / 1 8" RCP 0 41.00% " ABNEY HIGHLAND DRIVE --- .. I �\ I kk NIN 1_�­ "_, . \ '\ \" I \ \ I , / / , #I, / I - 11 n C 4 11;� I lf%n A - . - "_ _v_ \ 1� . \ I ; 1% . , el OF I -Offig 26tF OF 1 % \ 1% .. 11 N \ \ ; I GRADE ' x " ,-- .,-/ IL I-, IF— - % . �_ � . ! I ) � 11 \ , .. � -I' ! ; � , ._� )" " .e ., \ % '. . .- - - I \ ',� ,� -­,� f J# IE(N)1889 � , I % i \ I , !__ ."." .--., \ � I - . � _� , , - \RC 14 . "I o", j 1% It . I.',, I/ # \ IF OF 12 P 0 2. :S1 . It , )\ \ "-----I-- .. � ! -.� �. N " 4, 1-1.1 .,.,. / . 0 1p*vq1lAAJT1 I I NRUP , / 21 .1. :S1 \ \ �r 1% ,1 \ \ I \ / .,_ 11 / , -1 -I.- \ " -_ - I �, , .". . I � ..", ___� I " " / 0 - - I \ _�. . �:?- . - - . 1--li - 1% C cd -\ x Ilk.. 11 %) , IL - ,.-- I I I ___v - . . . f. _.�_. %. \ ..� - ...3 � A % k 11 N - I e % q IL I N I . __1 i= _. - '. 11 k - I I I.- .., . 1� / . , -J 1% I _9 - k I _T_ N ' .. �,_l _�, % \ * ! " I I / I 11 I , ._ : = -.---.i , 11� 1_1 - or 736 1 21LF & 12*1 RCP ty Z J0% . "I, v *% -,, ( D9 I .-.�� � i ; ; i <-> / ­_ , /0"", TG' op 1_101 t.;,) . 4140 1 C*4 �& '-% i -- ! __ . I / 440, *\ % . I . I " LO ` , \ - _. ." " , _", #0 ## rc 4m- U OF*--t5 1.00% 1 20 ' F\1 8* RCP P �, I I--,. I-- '*�� - _� "-**\,\ \ \1 : 5 ' 1.* 11-> 14 0 1 "%� Ik I--,.--- x /-- ,_�,I�"_�__, ,�",, .061 03.34 11 68LF 0 �11 I 1-1 .- \ \ LO; lq- \ - "I / #* 181 1%, 1. N%, k . � I ! 0, • 6 % __�� / I -.---,, I..,-' _, I 40# % .N.. - I % - \� % .00 . ... 50 , I f . : •EXISTING PROPOSED . ,__', ,__.� . / ?J?J 4to / I 0 ) \ NO 1% TWA I \ IN IN -_ ,_ I " '. i \ \ . .,./ I t\6 00 # %. sommommummoso� � I .101 \' \ " � �_ EM189 .11 / A80 ! t_j! , .1� 'J(-L , ..... ��_ 7mm. � thl 1%, I �'.. --,--,. I '. *. GROUND ' "" '0 q GRADE . ! '__- I MONO - , \ \ -�_ __ ! / / - ! 0): 0) \ . . �3 .- . 4p 00*�" 1 **%a::"7,--*4'4*e* v%J1 "I " I LO 895. -_11,.� I,-" ___� . . I i N 11.0 ..- , 1-714- FTC 1.-�9 03.0 ) K' i 1-11 00 .r7n / 11 I \ \ I--,' e? ,-,-.,,, W 0* I I--- 0 *' . ** �16 \,\ \ . _N 085.351 �_.__,_, --�_ . _', �_�i - •I. I , i I / 7- \ , _­­_­._­. ­­_ "�.,�....-.._.L._.,-�...�-.�---,- ­­­­­­­ 11 ­­­.- k .1 I-,."- *SZP W, \ 1,_1 N I N . J.E Q _. - , 900 900 Cp_ �,,, .1 -0 � .1_�11 ,..--*./*' 1_111 . ..1-1.,, \ � 1-11. ___ / - / / - ______1 I .111, ., 72 %% k . \%\ IX,o + 1% \ ;. \ 11 , _,____,_­11, . - - ,-. L I 1_ig:�=_ . .1 --------,I., DATUM ,I " - I U__�- , �, I- -63--', ,-� I / ..116 0 .1___," .",/ le� . 11.1 1 ��® ,-,_� _<2D � � % \ ___��_..., ­ I TC 1 8'9 E.9 � - %N 1� �_ 2+00 -*-STATIONING '�� ,/ ,�, .11 -0 16 893.72 _**_1 --- I IC-1 Q-7 -tv I 1. 711 \11 "t & "N I .-. -..-------,. �­ il / "i / I ;--f. 1-1, I,--, m le I I . 0 0 1% -- 0 0 \ \\..,- ,�� - .11 ---' - .,�", .. . r OW 41010 - � *3%o x 0+00 . . M '­Ke - yx- N '--. _____, \ . f / / ,/< /. / *N,�� I 0 GRANULAR BACKFILL \11 K " ­1 "_111_-� 1_.1,.,7 �__, I-,--,- 1106000 * ST 01 � STR 706 a _"'_� . V;0,41 TC 1 894307 , 'N \.", .�'. %"_� 1.,. - If *I I I 64 L� V SW'ALE @ p0_,_Z,_1010 % --­ x , 1_�,_, 1-� � 40 C;;� *** , E6QI883.33 J�� '%, -- .,.,,� , \ SEE NOTE 8 ." (Z -_ '\ \ .., 0,400" I - -_ ..!��, a oft &ft, I .,� " --..-- O�>� I **'�� % k.01 / . d ----, .­_ '% \ t 11 I i k % 88. a � k ­'. 1- I-- _-­� - x 1* I 9 5\.5,0 __ .� _.- -,, % __ ,/. C�,) &',�* I . . L % , \ -'--. t \ .­ '. / �, r, �. 900.10 \1 I If .0 / N'11-� . % . � \ @ I -_ ______ \ I -_ I ..I.p 1* - I'­.@ .,��._ I . / % JIM \ 1 • % -k\ - f4PA -\ I It I 11 .i . Ci� - :� -4. . . \ r - -- k k t, -1 If I./ Ir , __,., \.,. % ,v - ­_ ." / 1498.50 / / - ! . . �._._ -, , I ".. or . ., / / I I—, .."z" ...., \, ( It " .." . � . / JN� x I 1�111 ----,, -.,-I--- I , . % % \ L I - . - 1-11 10/ 11 , / I / .11, __ '__ - STORAGE BASIN - 4�.§ %% 116 .10'..�_ ...,� ." , I / - 1. I 'I,--, ,.- 1. . X I-D ON POND . 1 4 _�.._�__ � L % " LL 1% N . 'N I/ J/ . "'. /11 / I -�.,_. dr-,� L . .--.--, NORM& PGOL=8794 . A822 ,, +* , \ . 0 1-1 /* T � ..":I-----_.-- ,� 4JRMAL L ELEVA,TION=882. 16ff OF 2A 10 flee 6 , 100% �# 887.50 ___', N\\. • . '*'*� S% N_I.� _ �5 \ \ . I I N 11 11 ( it / I/ , 1! I " N iTC 1 888 1 z 11 ., / I - / / 11 1 0 SURFACE ELEVATION= 4 % �.V,,.. I 713 %. 111% N i 'N I f I f I C) .. 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WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 -Scale: 1' = 50' Sheet Date 701 01-03-06 - Project Number 050394 -20000 - - _11111111111111111111111111 O.UUO5 \05U394UOUO0\CjdlLiigr\Cd:ilC 10 I C 109.dwg, 11212006 10.59.36 1 W. twsQmun, 10 It 11 a rl%w 0 #%%.O .& #*..O .A. .A. W .6-9 .A-9 .4. I . - - --..--- - -, - - - - , - -..-- LA_ _< _� . -_ __ ------,* - ­ <1 . k t:z:: -ft. � - � I . /---* .111- .I- -.------- -_ - ..,... _., -, - _=::� _,_ .., I -� ­2��_�-, x x - It . / 11 , .. I ­ � C.....,.+• .-.. I_ ___ --.-- - --..--... _ , - .--,. - , - 06 ___� ............... � , t 709 0 1 -32 ------.I---. -I---- ,.,/ .--- 11 / I­,.- ; '_1. - _�,.�_._ Z4::� ­­­ --- ,�___ - - - _& -",- I - I . -_ - - _,,-- , .J..;:;- .--..--- _;.__ .--L:,- - _�-�---1­ 3 -3- - 3- - ­3-- � - _r. 11. - -I--' "a -.-., _p - .,�_3 - ��. ----.. - U.4_�;* __­--_._--- __ - 111, - I ,�/-�_- - - - C - 3----- _ - __",� N • , l _.-, - - - - - =-- __3 -­_111.1� . I .J -.--3:= )93= .- I- -3- - -3- 2 _' ._..-3. - - :�� 3 1 --- I __" - . p - -_ -1 I - - --- ..-.,3- - 3 '--- ":,- 3 - . __ 1, - - _8q �� MV899.0 - - ---.--..--,-- __ - -,..-- I " �_­______ ­ __ ---I--- .--- _T_G4 . - ­-....._-­ - 11 -_ _=___;z7__ ,_ I -- . I--,- ­I_. ­­ - -1-941, ___. -- -- .wag=: - '.1 I k'11 uul.vu I __1 1-1 ,�, -,..- �_� i 61 " . I x if_1^11 %J,J%1* .1 -1 , . .- i ---- • .1. 4 I--.----.-.,--,----- - ­­ - - �__ - --c__ I tploui- 11LAWD __ !;.%jJ _­ 97.5 "/'., ",1__1 �11.-�,", . ..'� .,.�_�, .,-,.,.-...-. -,­ - � - - - I STORM SEWER PLAN AND PROFILE NOTES1 • ____...- - - - - .,___ - . - - - . _.Z - - ­-, , �_ v . - '. - , I 11, . Z-1. . - - - - - ._-, % \ - _/ - v _ I I I ---i � .-.. ­ . W - �, "*,7___ 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; IE I 11�_��.L%Jj \ i r - - - 4 89-42'40" E 13116.2� ___, .., - , . IE(#N889.69I_" . U - **,_� - 4� 1 , ......... A.i��- � IAIIIIIIII� - � - - .--. \ 4 QM _480. I^ _"11U. - 1 8 ---,, 3. 11111!Z_ - . � � - - - 8E - - \ - -kil v -:74- - , .87E"T- - .--. n_ . - -.-- . .- 1­1.1 .. __��:­ -I',- _1� . 7111� , ��z - .- ..- - ­ - _� -**- - S - - ___ - - 0 ----- -0 ___ , __.- _... - 26, SUBPART "P" APPLI- TO ALL EXCAVATIONS EXCEEDING FIVE - . ­­ -,-- V=:Y JU; 6 ".- - & - .-.--.-..--' ­__-N- _N -_--_:I-- - � __ - 0 1 897.241 . - I . :1 --- --- . __ __ - ____ 11 -" -_ --- -Lt�, _�_ - . - _77. - '\ , - - ____.-­-ft&;,.�, - - - . - - _," _', _-.., -. .. ... - , - I -1 3 --svr­­ -- ----'-3 - ­.;;:­-3 __1 � .­­ 11 DPt -k ..--- -, - - _-7- - ­ - V_ - _1� r - __ - ZI /_ FTC �<_ __ -.-.-- d�� 1.2 - / %,.__­_­ __ L-A::IA 9 n..�. - I-------' zi - .-.-, I -92 - . ­­ - ai - Bw.,ffc _­ :���������G I,_f ZI*A . t ( 11.11-1 �, ." :�_38ff__o z Cp-GA 0 - - 98MI 3- 1 ifflu ----. 3�W- ---. -TY" r,*A ----% - :'�::3 -_ - - ­3 -:� - - . _... 14--. -.-.-- IIEN899 -V �___a --..-.-- - -­18 ---QL 11 2 - 'N ,%-. ,. It ;E��Q % =a , ,a - (5) FEET IN DEPTH. . ­1207 0i": .I-- W_ I /I I qq:::::7 1-7-i -00 4iF-i . - ___ __ 1% I - ft I 1I II I -1- tj AL2 - . - L - 1-40- . - 11? vt� S45�_ - . �, --,. "I-,-- - . -! % 5VA -LUMAL 40 ­­­.." �_.___ __ - . _ ���_ 0 0 0 _0 � � - .------- ____ _J l-,__ \, " 0 ",_ , .---- 04 (1, -cr ... ..... ­ ;01N . - - - - ,;:-- MOO --, -` ­�b ., " 1431F 0, 0 b507'. . .. _L? - -_ . L. 11 ( ___ -,-.-- -..---...- ,___...___­. 1. I -11 .Off I %­ " .,__--_­-_,.92, ) __­ . A ., -- 0 - % I ,..- N_1 ,_ _1_*1 I - I - . - PFRFORATF -HDPP . - -------- I I -1 � �, -,!_ .. I �V tow " Efyyar ft- '. %__­ G " N., / . -1 - I VA fl" -0-0,509.,­­­ .- _ � � I - - � i I N )- I . I I - ­ . %I I &.Vt %F _____._ -.--- 1107 091 `N . , th III* . . Pw _% �. . ,,,�� :::� tow '%__ ,-- __7 -WIA- ,v , W.- I & *W I -1p " 1 0 vv% 1 1�v 10 �., .11 PO lo M.- - 1 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A A= '­ - I- .�, , .._­_ 6;;� -,-.ft.-- of�Ar \ `I`II""`I"`� . 10, of �, �.._ . �� __ 'It 1_� , -I O"W-- - - ,-:!:-a1vv ­­­­ i 101v 10"W- f6*V 1 e If . wt ___ ) I � I i Prol wo 7"'­ I /I I p = � . � "--,T01v / _. -10' :�����..!"- . "w ". 10 _ 10Wv_ *4< ­ I __.-�l .� 11 I _. -,%%;- - ; I/ I -_ i ' % TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. $ .11 flo . . z ..__ W - _/ , - a f '. r � . I LOWER LINE HT.= 20.Q1 -----' N / I i , I 1, I . . ., N I,. I / 11___1'_, .1,--`ZUU Ut 16=� MY 0 -_ .-I.-.--- --..-,---. I / . " �29 OF 24 . % / I I % .11 / I . , - .1-7 - _. `W*�_ �, ,� - / I / I , . / ,.I I C) � - * -,. i T' I I I - - i - C? i . I ~% __ a I . '/ . I t \ - . I 0 - ��, ,W- i I I I ; 1�__ a - I - - / I I ( ­p - I - a --v C�) i / 111+9� - / // I 1� _` .­ 41 * 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS " __ C:) I Z ..", C:) / 1_" i �9 __ -'etes; _�� ,­ --.-- _L_ -.---. __ --- - I- t I I I I \ \ , . i )) -,. ��� , 'N i - _., - , ; . --- IF 171 ff I . - i - 7 , ., I i _. ­_ (-, i% ". ______.1 I I :t I I ,__1' ,_ ----,' LO " RCP 0 2.14% " ` ; 'k i � / / I ; I I \) \ .J10v I I b I WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. : _J .;, %. I i , I 2OLF qF IT RCP ® 3 5% /.#%)�� \ ._)7, 1-1 �W/ /,-vr-4931_17�F 150 iCP 0 1.00% "'*--, 1._ `0 �R ------- I- .1 \ 11 I / � : / I L10% I I I I .- I DETENTION POND \ '_1 "I _.!:�,_�;, I." I / I If ___ - / � $ It )I /I .f I r4l. I I N Q \ f I I I t I I .I- TC 1 351 '0 "_� _111Q ___­­1_. _�___. ", - __ --,---- _ . .,,*If I 1% I I I .1. / / / 11 - I I - ! % '.1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 . 7__ --- - ..---- - - - -_ - - 1 I s NORMAL POOL ELEVATION=898.( \ IN - ti - - i / I I • I /'%� - I- I t I / I I 1 1 . 1 4. ALL STRUCTURES (IE• MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. . % i 70 1 il�-.%, ..,._�_ ENN 890 / " 1-� - - - - - . I-- I . . 111 i ' I I I I I If ./_ 01 I I 11 __ .1 I YEAR �LAIF SURFACE OBA11ON: 0 .7b THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. I �!�,?!,, " -Irlp-mum"'Ilill M - ---.. / - L1401 . I I f f f 11 .1 TOP OF BANK= 903.00 1. \ ,)- - � "I", .1 I 1___�­ -_ on - I - - ..-I-,- ---WON ------- ­ - -4: 9 ___,� A �% i 707 1 1 ! I / // O_ . I I .,.,\. I , ""101 . I I o, ___ . ____ __ I % I 1 I J I I .. ., � OF RETAINING WALL= 901A C 1 899.001 � '_ 1-1 .1 "-,-I I �­ I ! / / 1 ..--.�, " 5. FIELD ADJUSTMENTS OF TOP OF CASTING T.C. () OF STRUCTURES MAY BE REQUIRED TO MEET , i . J %, \ TC i 901.00 1 i I I I / " � .., I 11. \ � . N 1894.7 \ _\ /­ 1___� . <jgy _.__-1­_.. ­.. ._­ � I 1I / v / N. � '� x2DI.01' � 7 % \ I I - I i _____ ---.--- _ -I-,-, _e - % I 11 I .. I's I •. -_ ". FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF - A FOOT MUST BE 0 'k. I / I . / Of �', ,___�___­ -.__-- a -.---, - 92-1- ! Ln / " ) -- --['902 / I I ..� 1 4��,.� ,_ I III i V_ / ) � -_.. _TC .771 f '. i IL I I , \ I \ . / / ", ,�__ " % . / I / � / : APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. , / - ., , CL I f/ Li- I / ENEM897.77 I/ 0 , 0 1 k / I/ 0�1 C...) @ \ ll � / I I \ \ • / -.-- ­ �. -,-..W . & = . "k �i �,t � A805 I I P/ / . I " AT NO COST TO THE OWNER. ILI 0 � .� � \%, : ---144 F 12" RCP O. 1.50% U�6 I ___�__ I I ; 1. I / / " I TC 90 . ER1897 , I k . / & @ � k i I I � / I 1, t , \ � � I 'I 1 6�j I I I .1 IE 89 '14 v � ..� 11_­ `---, I-L., ., I q. / I 1..� .0 .._, in ,,J�l ( p .C�I_lt 11��- - I .. �b �s 11, I- - J- 6 '. .,,� IE(WN890.22 'I 0 - �,�) (S" � *1 .. - I �'. � ._1 . , .-- . *1 J '. I ;1 11 V_ \ / - ,�,�il . 11.�, - C 719 , %, . ,I n 'I ,)" .. f i, *�� , A .. / ___�. � � u".. C:� 0i 1 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE 14� (-A,-, ----- __. I " .1 1__� i.�:) , ­ .,,� Lp c� I -_1 C,�) 1:1 M CA I . I I 11 1- ;� ' I 26 1. CD 4. ,�, / I/ g§B-83.83 --i" I ! I / / '.1 I 0 I % I I � I I i I I' ; I 11 IE 897-90 FLOW INTO THE STRUCTURE. P / / 0 1____' ___,_- 11 � � Is I i . i 11 J/ 4 I ;., -_ *' -A 0 I t k It I.; ! � / i I - ----- S:�2 FOR C) � .. I-- 1__� _. I It � I - 1. .� I/ SEE DETAIL 0 " _� � , - I . '%% / � UCTURE OF 1 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY *. N N-4 '12 .el.­, / 'T 7 3-9- -_ -7- S L 171_ %_ f A-01 I I � C�a� � \,! (0) I 4 ./ -rn - I I I I I J / I 11. -I--, 0 - I k I , OUTLET SJR 11 1. � r"I I * %_11 - I_ 1. . . ­ - n [1\8 S I t ' . i .1/ \ REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. !! I 1 11 I '� q __J =�_ - 'I - � - - -_ --.,.- - - X'A8�06 I V_ .394, \ �. � I ,I,,,%. I I I.. ' • - M 1i \ I %, %. 11 :* � ,I I 11 . . . Cn ASO " .,. M"Mo"7 1::!'U!!!'� k �A - - ­-_ . It 11 k .,.,_�, .1� POND) ( ) - I . � I I `_..11 ca I,/ , 1-11 ,.- 1_-', 15 ). ____1 \% 'k \ % I �� �_­, @ \. p y ._ ill- I I , .42 1,1� -.11 ".0, . ...��,, I __� \ M18 *. III, \ % I 1_______1. __-Zl- '_�,___... *I 11. I � : 1 4 .1� I- \ (E)l 8 . "l6 \ � \ \% \ \ cr) %, ­, I ) I I I I TC I'll 897. 0 1 1 1126LF f� ��,, lel ___11` �, - __�. -_ \. %I--- - _� ,**_�� -1-_ . . & 1_.�,_" I I -.--- - I qq* -_ 8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL I , � filuki '9 I'll __ ._1 I I \ � \ \1 \ \ \ \ - % * _. ­_', . '_ �____�. ­ ., \1 I..._--- � . *** 11 I I 0�. - I I i I- . __ ­.."_ .., _- '.11 �.1_11.-� �_ -11- 11,�,__ 4 \\ \1 . 11\ \ N '% 11 . N ,�� IN,, .. Q, \ �b �, ." PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. . I 1 2 '10 � .��, \ 11 \ q'i / \ 11EEIIIIIIIIIIIIIIIIIIIIIIIIIII1 N�., I ---'--.--, - I N. . _­___­__. 0 � - I P. ~ O.C. - \ \ . , .. 10 "I , 743 It -, ml� X __LF-�18 D 1.00% 2+41. 54LF ( - SWALE 0 1.0 , - rSWALY -' \ \ ,,%uie nc 'IT" I'. \ S ""_­1111 '.. , I - � 11 1 1 1 - I I - .. - IIIIIIIIIIIIIIIIIIIIIIIII - _6pWINIIIIIIIIIIIIIIIII1 N_ � - %N&V ____ W-\ NLO � \ \ 0+()q , _ 0�3 1 %A,-'-. I I 1-1 111 11-1000 % , . \ N --\--- I * - co I I I * % j.1 UO --%IV ,,-" -A- ,169 .. - I - ----. - 1 1 5 If Y 0% / p 1v&%F1 , -- lvp.� \ - - - .� I ..� C . -1 - - 1. 1 9. SEE SHEETS 710-714 FOR STORM SEWERAGE SPECIFICATIONS. 1 C4 " / r-h-.4 - 11 ,Jg::::�, I Mgt 0 0.90% 1 1-11 _ ___­ 0 -- - qtg\� V a -T_ ---.,., --�,, '1� 0 . � V_ . I -,-ft- , -I- I I, -,r 54 - ___. � . . - -- - - - . - -i k ;�,. . � re) \ r-) o "RCP V-1- . - N)1889.16 N, --�.� \ ------ N I I TC I %% \1 -t q WR% RC`� JU74\ I ­_- .- '16 " 000"% ® 1 .� __�,__, �1 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. %-a r, F%_� %O 7 - \ 1 U*4 . W 889'. 1 - I I IE(E §8 54 1 * C1. "'O I ,---,, 183LF OF 1 RCP - 0 0.75% _', - - I*- _4� - " .1 - cy W * t% \ -1. 1. 14 "%%,. 1-11 \\, N, \ .54 tai 0 %f " ,,,� 4=) 510-"I-11 .1 .­_ -.- --,-,, 0.89 + - - 111. I'll . 1� " I I Ln I � , k, - - *1�1% \ \ \ 11 � N - I I i i I N ., - . "I �,,�_ - I- I \ - _ I .q % .1 � - I I k . 11% _% IN %-R- \ .� I \ \i I 1%,, 1-1 .01, . .�,� ­�_,, 894.001 ---, . I \ \ k \% 1% % --- ­___\%_1111 I . � ­_ ." I I --I,.,' 7 .,�* -.1 ..., ..--., I \ ". 1� \ \ I . . I ­-­ -�._�, �'',.., 11. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISITNG BRICK STRUCTURE MUST - . 6 %f III -, It . , -110 t \ Im x . , 189". If` 1-11 ... C 1 892.851 � ), \ *14 1. \ \ 1%%. "IN, 11 V '� 14 . -11-1.1 I 1-1-1 ­8 ­_ __ .--- \ % \ \ , - 11\0 \ \ \ -_ .11, *1�1-�,, 0 BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: , 1 744 , " \ , I '\. S .'�-, \ > < N . � � f % 703 , N 96. 1 N 0 it� 56 . . -_ % ., \ � \ % � . 11 N \ *.- % I I \ i I I � ' / , 2ff W "-I "-­_ - - _1 - I---- . \ . *k \ . \ - \ %. 1% . 1-11 %, I., I - • 0 \ ; Ill I I a 0 (0887.48 ________ .111)18L8.8J5 . . .1 ITF-1-04 %\ \N � N. ` I \ \N 1. \ \ \ \ \ I\ %k \ %�." . *1 1-1 I'll., �1 A. REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT. 11 I N L(W) 887.50 .- -�., I Ul **1 \ \ % XL . .%.---, ., 000,**,0,**1 16 It ,�.." 611 I B. AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (31) - 0 i t % I ... b I,-,' ,----" 1____, I 12MO N I \ \ x \ � . % \ \ . 1-1 /I \ lk *'__1 / ** - -.- -%;Z:z , �. . t � a ) Ple E(N) 8 6.00 1-111" ___1 . _�--�,� 2- )O ,,%%, \ \ \ . \ \ \ -\ . Ikk .-./' _�_ - _ , - . DIAMETER BY A MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH - , -, \ I III, , _____ . % � � N I.. . \ W \ \ I � ­ I--.*"- E(SM885.501 "Ill'.." ", 1. \ \ 1% \ TIC 89 551k. �% 11 I--, 4x4x1O GUAGE WIRE MESH OVER THE EXTERIIOR OF THE MANHOLE. . k*11 I i '_ \ IN . 1% .". _... . I _% \ ._� \ 11 I I a 1 k I % - ­_ - I .. . 35 "Ill,-, . -.-,- -1. I \ \ III o 1 % N � 1.461\ . \% a ___1 - 1­1 % -A .1 C. ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. I \ . 1� & �___._ �2) 1; I \ - # k , 'I i ."" . 0 .--- %.-I '\ \ I *k \ , , ! Im I . �, 1, I 1 738 �__,__11 LNOZ ___�___1.,, 0 I-,..,--, % IN, \ \ 1% I.\ %\ I U 889.961 IN � � 'N ------. ". _1� � - 1.0 I . C:) \ \ , \\,.- ­04 1 742 1 . .... I "I I � I c::) I % 887.961 i \. 3 0 TC 1 894.50 - 0 \ \ \ \ *1 ____­�_ I IF � \ . � IOU - '/I I 11_� J,-J - . I ­e ------ 1, V_ \, . \ � \ \ \ `I,*,,% � IT I C1895 _­_�"N'S - • I \% i .. , I ( 12. TOP OF CASTING (TC) TIC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, \ � 1___' 11 . \-,-,.--- - . - - I 011 _;616A I 1 116 I. .--,. I \ � k, \ / 1 a ---__.,. I ..'� 4 I 11 WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS . I 9 f 1�_ \ - 1. I I . I A N, I 11 \ IE 8 - \ -�_� % \ I k . %_1 --� ►\1 , I I / \ R(EN&BB-421 't \ I 1�11 737 / . ,�_"__,. 0- . %. \ I '%%, \ k 1� % \ %.1 '.. I % Ir I *1 � 1. i 11 A CURB INLET. / I I C-.!) . . \ i ) - - Wo / % \ I I I I . ' I . ."../ \ , � 3 / __1 = % % . `4 plv� 4% 1 1 % I 0 I � * It 4 � k I � \ � 011W L�%% TC 1 893.50 / . -%� a \ .. STR`% 72' R : 2, 5 If t I ,:�,77--_-.1 \ . -_ - "I . 'N.. 1% \ . t I I-,-- .�. 01* °'- SHOULD THE INTEGRITY OF THE MANHOLE BE COMPOMISED, THE ENTIRE STRUCTURE MUST BE . - If ( I \ I � . i I 'I- k z v Ir (=1 �. � ..---.- 1 11 %, r. / �%.. re) . I \ I I I ____ I - �� I I ; I ; N . . \ _\­ . . z % i N., ; I I / I \ LE STRUCTURE. I 1 % N X b Is_T­J1_,__ 0 " OW '"..W LA_ \ . % � -k I � & I I 11 I 0 1 O 1 1 Or ON 1% a I 11 \, . _,�� & I i k I / \1% . 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TC 1 891.00 __11 1001!��I_ -_ I V,. 00 ,'I, I If I k / / II-- 0.00, � \ �e" 1. ,.-I.--- .A.--jo ---,,,- � ..Ie 1 .8 0, _ --'--I- . --- __ �' ­-IN 1 1%* ( ---,-. - I I -� "I '. : I , \.I Ile 1_,_0_ �_1-10_ 10-0 __� -ft% 4q --, ----_.. NL% N � • I, � I " ! 1/_ ,-�_ .- ..., 1�__. I , - ­11.1 I 1%, .I--, ,- -,----, _-__, .--.--,-- *49 t \ ----.--. \ � I, N 111. \ .I-,""-,. I----- ­_� 1--.11, '.1 f� 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; � -, \ 1. 1. Ir . . I . I ,__� ­ 7 -.30 , ._� I - 1W,_ I,-,- - - -­ 1�,,,� '.. V �__.___ so"* \ \ \ , , 'I.- 30 .� \\ �, I'# i .-- __ z .,, 1, 1`.--�, -111.ol* e.,� -0- -, ----- __�.,_�_ _­_"*"I`.,II.1`. ... *1, . �_.____II.__ -.1. \ I % \ \ 1. � \ "11�. " FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE %-,.. , .00100-00 ', \ \ I - I.-I ,e .. 0 �00.! __� -.- ___�, . 1% %I , \ \ \ I I "' �.. -_ *"`__� \ �.\ ft F.- - ____11 � ­.'�_ . . _. -1 '-.\.- . 'I , \ \,I _`­'.. 0 _-.0 � , __1 v. 2* \ __ __ , - % h ,e / ==ft__`­ \ �, No v*1 x % IN ", � ­1 1-"., "---,,, \ \ �, 11 " ! ...'�' -1 . N. 1% I I A I 11 It 1\ I, \ . I .Fll --�­__._1`I% . IF , - \ .,---,., -, I 11 4e, e-I - I ^� \ ..'� z ,---' .9 ---.,,--,O,O , ­1 ..,,I,.-- �_ .__ I, , `,, , , '"14kv, % �, I '' I � \ , , . - III. ___-:zI;. 1^_1 "*--- / (5) FEET IN DEPTH. . ,f .__ p ' No - __*' - N. I 11 ,-- / .-._� - .1 #01 1-11 ,4e0"** , I--, - ___� 10 _.- \ \ . " ; ­­ \ NO .- I., I I \.,� - \, \� \ % \ \., .. I-,'. -------___-----_ - _ lam`- _ ; 00'./ -I -�.- -.-- �', ." I % '11, "... \, .- -I- i '0" 'e., pw� .-� -1 \ 11 , - - - . I., .- 1-1 __ - I . ... \ I ,..- N -1 : .., - ­ ­__ 11 . ,_ . .. I \,, I. '.. . 11 -_ � 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A If . T, I #0 ,-,,, -I--- ...'_ - -L--_A8-1 ., ,,-- � I 1 ,=�-_,--6 .U., , , & \ \ \ \ \%I. 'I . ­­`­ .- S' .� I IN W F -, ','� ,,,I "I __.- _ 1� I, "', I i \ � ♦ �, I 11 \ , % I, - """".1-1--l- _____ � If t *4** , -00o �_',_ _�_"` N-1 - ..." __1 � el� k � , \ , . -_ -- � .11� " il 0 I , "I 1.11' I I 'r ­�____ - . - � a f- *Q I -_ t" ..... _\ %. \ t \ 1. \ % \ % " \ \ zz�� � -. . I I - I/ / " •:��� * N.11 _N_ \1 , 11 I \ . 1% \ _I�,_ I.­­I,,_.__,.. zj� I " . REGISTERED PROFESSIONAL ENGINEER. 1.� -1 . . 'e"o, __-, _., --..--. ------fTc1,89-1J5l i 1* I -- �_­ , ') IE 880 i I '� I \ 1% I, .., \ %\ -----. . , 1i SW- , )_._/0 'i, /7 I­ I _.. . .-,----- I I I .5 \ , I . - ,.- 1____` - - � .-.�� . e, _., 1z e"I" 1:���, MR .. 11. 1 LF - �OF-1 i; - RCP 0.40% "'I. I.- Alk-e\ /I _1% I \I ;1 \ \ 1� 'N '\ \ , - --- , ,` __ . I i ,r __ I . I. .----,", . � d i % \ \ \ - - . f .. . I-e I:==.-.t 5 I i \ . \ I, I.. ., ; I . I - or, -1 . '1*0 '�_,. - . I .;b i i 41 . \ \ I I / -, I . " \ \ �L' IN \ 11 ---. '--..- I, .- - -_ ."', -,---*---* 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS . n I C�v / - .1 %r -- A r-, A .001 11� . \ \ ,-- _� C� I ., . . .0`1 11 ,_,` ------ --- ____� .. 1___­ - "---,-. - - - - %� I It 11 \ I I i : \ \ I I" \ U.- 1, " - - . .11 I, z ,._� ______ --- .-- 1�-. \ `1`,,.',,_. \ Nk 11% � It /I . 1-I, . . \%. "X N \, .\ \ ... IN. \..�.,. ,---.,.. - . - 4b .1- ...'�� .. / I I ..11_1 >x -I- 3+00 k ..3+ i 08 \ 1, \ I %I. I \I \ 11 'I .. 11, ",I. "' ­- WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. - I . CD I le - - - -I- \ IL ''n k 1% \ kk \ 11 94 k I � - . - I . . k . ,I- I If r Or" - A 19 ..,. I \ \ 1. , % I t \ . 11! .. .1% I, \ • \_ " // I I . __ ------- _.. . 9 IA( ,'.1 _ %, i I \ I I •I \ t .- . .. N \N \ \ \% ­_._._!,i!1',-)-_­__ _., ____I/ I- - - , = $< /ft/ .. - ./,_� Z, .1­0� .11-1.1, ."� ;&;� I­-­ , - _ " \ . I I � I I \ \ \ . \ \ I I- 1_"*� - ­ / / //00 .�, 0 N \ \ t. I � \I \ -%, 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. - - ..." .-,.^ .1-1 N � t 11 X I `\ I ( e"" ,,./ 1-1 1_� ,1 .__ __ �__ - .-I- ___3p I - .0 I \ I i \ \ \\ "IN, \ \ .% 11.1%% " \ \, .1%, % \ • . \1 \ ./ . . i� ) /1, ­ I I TCIMQ..501 - `­ \ , "'_� THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. ­ - / - "__� - < P-x I lr� ..01 .,, .-_�­` \ , N\ STORAGE WIN _\ I lk ♦ \ N \ . 0 \ � , I Ile .1 _,-,"_� - ,,� I.- \ I'm I,,\ I ♦ \ . ., '\II7- I 1%, 1.\ \ \ \ - �•_-_II *,*,--goo-, ,_�,� ) / . 1.11 �� ---.---I- ____ .." ;04-_-* 6 , _\� , " . NORMAL POOL I % % \ \ I \ 19 ._1 .",I I— , / If " , z 7� -_ `I­ .- .--- `I-, " � I X . 11% � 111.'I� ., .1 \ \ \ I I% _1'_., �.� ___._ - _______ - - - "., __ /I I I / " "Id' k I -1 ". 1! \ "I , 'I \, \ " ., - .. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET f, - ____1' 01 I ///Y I /,000- - .,­" - .11 _,_ �_, - _,_", ',..� .1 ".._,.. _'. lkl. N � I .. ; 1. " N -1 N`\ 10 � I '. \1 \ 1. \� I ., \ ____ (S - ,. FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0-5) OF A FOOT MUST BE - - I )/ I,/ 1-1 " _, "ii� \ . 8), \ \ \1 \ \1 _.,; , - I� / �r .1 . .� I I 1. 'd 1, \ , , C_ . .11 - - - �N _.� , ---,----- 't x . / I 0 � /I ,, I-, ., I 11 1. 1. ._, \, / I I /I / ", I-,- .._�_ .", 1 g� "__________,._� .I-,----- N.-"_790 - S \ I \ \ I 11** .,.- k - \.-� \1 1� I. %1. ..'__ ---' J ..-"-,. ...._,., ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. ,`I ', .1-1 I , I . / _. 11 ­_ -, %5-TR .----., 1. I \1 8 8 T.-o M \ 1. % \ _____ � �__ � . I,--, p 40� If , Ir I Ix --- ,_�___." ---I--,. I ". EMENNOW ,_ 1 1. - .-, %N %-.\, % % \ \ \11 I 1, \. \ � ­-�.-"-�".,�,I, I'------.- -- -, �" 4 ", / , I /_ 1�1* • - -_ 1.� \% I "----\, - \ 0 I/ _�_� --_.&*#*� . ,..". I . \ **** \ AT NO COST TO THE OWNER. t.-- �, 4z�/ ljlfl I"/ .- . \ - \\ .-.-"-, '.1 7 / ,e Ill , ,I- --- �,_, , ,____", -.-,--,-. I­'- I N__1 - 1_. I L% \ \ '* \.I, \, ".. • N \\ ."\�_,S_ \ \ . DETENTION POND I.."I %%." . -1 .-----.-.- _­.___" 0 I._ '*____` . . \ , " - I ., I ­41 ------ e� /." ./�/, ­_.... 1_11_1� ­___ I I- - . '\ N _�.,_ . \'*_11. -ft \ 1% NORMAL B82.00 70 "I _.I�'11; � I I,, 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE .. __ ! . - -1 ',�.__ , -- -_ . I I \ .,. 1% 1. N, 1% POOL 8D(ATI _ "') le I , .. - . \ ,- 0- " -- .-::-. .-�,_ -- ,I . I­' \ ��, 00 I - 11 I--- 1 _77= " • �___--_, . _* ___ -11, \ I \ _0�:��_-.; i�:.._ ,;: ____1 � FLOW INTO THE STRUCTURE. _,:�­ 0 ,-- ---.,,. .__ _. ,. 1-., \ � ___� - - ­ . , _-, e - ___1 I - Is" . ***** . IT% J:zJ I WA SURFA TION486.3' � __-, . - � __ - .__1 I I--,. `­_ \ - __,_._�_� I I I'.-- ­-:777- � I." \ IE 0. 11., ZE\ I. _. I--, _. ..:, . I - - ­ ./ ,�, ,e ", I .-II_. I - - .. -, " ""Il • !.;-.�- - -7:!-----::--- -' I, % - ,­,�, - � , ". 1 �4:, - .. III - -888. �__ 1__� --.-," - - , \ --.I- 11 '01, 'r, I ," _ X • �Ie ___ 11 .11 \ \ , - ,� _� - ---.9 ___, I� \ ',%-.--' `%___1___ ..--..--. ----...,- _ . '­­ 010 dl- .- 'I , , ,\ "I IL - - - � . I ��-� ,I, . I- ,:\ �, N " - , - • k� . 00:� �_, rf ___ _* \., III - .40z., � - "F \ I% I N. P OF BANK= W. ....- .1-1 Of 0 -,.-, _,�. a, . ---'I'- . , I .��C6 - 0 / �'�. 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY ­ ___//I � , 0- I- ,�, I . !�, ---,Z-!.-;�­­-_y ---,., 'I: '\\ " **#,# 11-11 I - �W_ . ✓ /I 1.11,.-, _-;� - _.,_, _ "I -­ I--.- .11�__ &\ %-,.. \ \ % - % I\ %� ­ft %% z..%�J- -,__,__::_._ - - \\%, , ,.,`� - - 1% - .- - __ __ - 11, TOP� F NINq WALL= .50 ___ ___,. ____ _ --- L ,- REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. . �--,--;� -.,.. __110 , 1- \ N \ , \ I. N \'\ 01P. " \0 _%. __,� *C3 _� •- __ I- 1, - _., . �? --- .. 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FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL . /I - , , ".. . ___. __ - 11 .1-11 ­ %" .','... � \ Ta I 880.140 i \ ♦ " 1% %O ,..,.", S� . `�, IN, I &-% 0 __. -I' I so, ,W - I ,--" . __. \ - - . _.& "I., N., __�,._-­ f -1 . w�" - - __ I 26 \ \ \ ,---,. -----.- .__ .-� ___­" 'I � -1 \ -1� N *___�. \. = \ � I . I I - .- , " 10 --I-- % y'. 1�1 -_ k � .. - % - a k #4::: - - M M n n-ft. -_ - �_ PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. I - - _' "I ­,,'::z - - - I I -_ , - __. " I 1, I . / 1 %*%, t � . \. -,-.. '.. ,_�'. ...'. . 1.r..0 -, - _,_�_ - ./ I, .. 1,1� I - .-I'--­ * \ \ " -I.,,#4 1 � .. \ N om*� ti I\ - • i-� 1�# __7___ - ,,,� i-�, _-.0' , I'll . "\ t I � N� "-- e - - \ \ I .,. . __ 00' ',,_.",'/ ­_ �, 7 � • .",<_ , .--- .,/ ,,,,-,, \ I "-___� --- \� I\ \ � N \ It I I � I � , _ -11 - I d��� ,<"' I \ I I --, IN, 'I 1% - �Zl- � 1�, I I . .::. ­­.- .." �-Cd.%, 1 - ) *_1 ,%�%�% - *1 / '. - . I I- __.- ___ _� - . \, \ 'I _- ,:�. c:,, . '. � V 1_. 10' 9. SEE SHEETS 710- E SPECIFICATIONS. !,<_f - ,-I, 1, -0+-a -, 753 . - "I N I . ., - -------- " ., I ----" �1� . . . . .......... I. I � � I \ 05--:!� ­q 1 "X, al I & / I it \ � = . -0 I I . - - : - .---- - , 11 - � . \ \ I .00, 1*1�I`IIIIIII` " e .�- - ,_ - . - ----- 11, \ \ ", N N<�____,�:oI� - --- ----, . .. ­ 4 "Ok " . __1 . . - .� WN __.. - __ --. "" , \ I I \.___� � \ I . I_ � I ,.,., 01�""­ "I , ,� \ - 11 I 1� 1% I 6.- -,-- - - � __,� ,-,� �_ ----� ;-,, \ , ­ - 1. I � I— _�_ , "' � � k I I ­k ;t: - .-, - I--- 790 % I'll. --,., \ \\\., N . ► \ I .1 t I t \ **S, . 'C-1 -887.7 I I,.11�_,.. I I'll. --.-,-, , _----- . _I­_____ �,_*, I %% . 0 72- �!111�-,f-� - "o' �,-.' ,,_� --- �. \ % _,*�N *�' _,*,�_�� I 0___`.Z1 I ♦ I It', I.% --. ./ I.._------ 0 . '-,--,'-I _____ I I �,, - _____ __ - - __.. N � \ \ I\. ♦ -',I- "I"N' ,..�x N __ ___ __ - . - N - --=,. , - I __., __� . ,-.-/ \ '1/ ,_ . 1\1% , , - \ N * _, , t (" - 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. V.--- - // , . .1" - -"7- I. I I 11 . -1 \0 \_ *�% t- (E11882 • 7,11 .---- . I- -I- , I k .--�7�' - 't \ . I- \1 I 7 - --*"- , ;1 ... -- � ; W.� IFE7888-001 % ....", � - - *_. � �. ' . \ \ ---, III.,. .--,. , ,.,\ I- - �1. **% . � _W1882-61]" , 11 I I *-,- ____ � I 1___' 11 -,.__ I , --I. \", .. - I I . A ." _" 1.__... . I \ � 1 8 30 II � Z, _0 \ 1# _11_� /0^11\ 5(10- ._��_ " - --,. .- .e- . ..-��, I \ "-.. 1% %_,., 411% A 11, I % I � � , - � 11 . . 1� .1 IN I,., '. 11. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISITNG BRICK STRUCTURE MUST __, ­ I \ I INUMENNENNO � � ed�� - ,-%;%.-`,: il-- - . - I I % "., ___­1 \ __�� �\ , % \ N . % I 11 ,\, \ I b -, \ '*� '*.-. --- � I\ I \ % 4,N ", I -, �� DETAIL OS-5 FOR . I / ---M"-.\ , I I I_----- � .."'. - .­ 1-Z , __ % I i 11. ., 11 "N" % .., ..,�. __., "llol.l.'e, UTLET 9RUCTURE OF . k. I e I---- / N It !11111 % TC 1 895.0 I \ I%b % I I . I #.,fw I. I % *I'*--- 11'..," - """ 0 1 BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: , . I , I \ . "' k 0 N% 885 .,-,---' __ , I'- , " ,_ __ . 7 � I � IE6ffiRl • I I . \ , �,., 0. 01) -C�, I 'I.\. "%\ 1_�___.. . 1� 00 , . , _,��Ilz, �, , -:Z-,_� , . - , \ i � \ I � ( de I-, .1 ,�" ---,. . \ \ i 11 I I \ , � 4% 414 \ - ..".1 ".4 \ 'I, . - -1 , �11 ,.,/., ,IZ OP , , k 1 It I . / %% � t I � i \ 11 \ .,% % N ,":,% . I .V I 1. **% x % - _� .., ___.-I ,__ q A REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT. "I 1� / Vp POND) DETENTION � , \ t. I N \1 t \ \ � \ " ♦ . 'I .-A. ♦ $6 . . '1\ . �___, ., - . �1. I - . -11., 'i. I - , __ . - #0 4 1 11-M.- . % - - � _.S... - 11-1 /Z . _________�1 I I I I f ., \ �`, . . 1 04.25 J.. 00 I " / \ % � I , \ 1. �.. . �­�,, - , ..�' I " '.' "I � I- N_ I . X. � I , . '. % \ KI.7, �W,�`, 10 :"�',- -1 --,-"ft \ I � , ..:�_� IL , e_ , NORMAL POOL ELVATION488-00 1% %\ , \ \ , , .� 6 5 B. AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (31) " I ,,�­ - /I % ." I 1.1/ 11, \ k % % % / .q�_ .. . 1 If 00 .., I 11 % " I I t 1, , .- �� - - U0_ MO \ 00A , z", r . "; ' 100 YEAR WATER SURFACE BDATION=892.10 --- k I \ '.11 --- S v � 'I I \ \ % \ N"e- _Q�. Z-4 b E I 0 \ N \ I I \ __.e1__1 4p *IV ... " DIAMETER BY A MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH - , - - - - 1 ,_ \ �. ,,, I.,_ ,�' ill 11 ,, I i - N \ *-S� 1,1,.� - .1, I - IN . __ .-..-- 000 vp '1,` .. 4410 GUAGE WIRE MESH OVER THE EXTERIIOR OF THE MANHOLE. 6%,� , -,��--'Z ­, 11 �� � . \ N. . 11. @ % \J - ��:� ..---. go / ., I I.,,---- / ---. i! 797 TOP OF BANK= 894.25 1. \ \ .I\ I . ^%1_1 I % \ \-11� I i ► *% \ I \ \ c'i-�!-. '\\,"% TC 8 ' _'.I,4_�Z�,J,i \ %% I I \ ,� 00,060 -.--- - ­-.1 . . C.) • ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. \ \ \__­, =4> 11 �-�:-,. . k " \ \ '0 so so IFI" _ / 1� _: I, I I ! . %\% - __", a � - . "I - - . 1% I `��_ *0 \ \ % - % 6 ..,� ", * .�, '. I TOP OF RETAINING WALL= 891.00 - . \ C-O �,�� 211 * . N -1 I . � ­4 IE 0 . 1111111111.-'� N \ 'Y � \ % 1% I. I * '­ � \---" 0 1, -... . I.; Ir IS, ( 00 F 1. ., .,;,�,� 1% k \ -0 \ - I I 1I " \ \ I., **k \ --,--- ---I-' i !..;..I' 40 ______ ­ .- "I ._1011111111111111111111, 1. \ ,.�__ 1 782 \ \ ♦ *0 \ % 'k --,-.---- , 1. f _�10 __- \. . . \ \ \ I., \ i i---- � I I . \ \ I lr,�� % A* � \ I \ 40 I I - . I I, I " - 0 i , - , , I I -, - - - '=-- ! . I f Wftft 00 111111 I \ TC � \ .., %A-.-.- � TC " 'N I \ f I I I � TC U k . I I i�� \ It 1% % % \_ ,______� _�;01 . 12. TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, I . \ \ \ . ft%,* ftm*o 000000 ­ / 7 8' \ .\ 1. I i r �11�; 1. ;; \ k \ -, \ % ft-ft . .,_.",%�., I ,..---.- I", �\ 12' oA, . 40 11 / !� \ N \ . .., 0sop "..". N< WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS " f F I \ %"; \ I ,\,w 0 ­_ 1-1� 1. 1. % I.. � gZA / i I \ "L I \ % I,"- -, I—, - � . . - I . , . .� --,,--"��.19_ a . It -1-1 op __ ;;_"�_ . A CURB INLET. I \ % _-, .:.._� 01�� , TC I f 11 N 1% 1% I I., %& 0060 0�00 , .- , *+** 1____""`,_ , wp� , I -, • I.- I , I � - \ , % y \ '� � 'y N. ' 640 ♦ I - ,- _� 11 V_ " ♦ • ! 1-"­ ,I- I N, I `% IN I ,,-I, I I ,, - �� . � \ 4 J, __ - I '.I. Y, . %.. \ 'STORAle,WIN so .I- / _� E(NM0.,.1v.vWi t \ \ . . I \ ". to OW .." I .",` 1. .� \ - - � i I - , _;*.� ,-,-" .\, \% IR III%." . \,.� -POQ�= `5D.. so 00 - '.., / 11 - III . Z�;11 � \ � . � - /I \ \ . \ \ - I , , , '. p -,%) ." ., . � - \11�1, ,_ , 11. ( \ - ,'-I-,.'- I 1% .'IN NORMAL / ""� / ,I . % . \ ,L�., . I L/ " -".,:r 11 , 1. ,'I \ I � � W- .. . -1. SHOULD THE INTEGRITY OF THE MANHOLE BE COMPOMISED, THE ENTIRE STRUCTURE MUST BE - 11 . % .. I \ b., I- > Z. _11", I SOI�F OF 12* RCP 0 6.66% . 1�� 4 IN I., I I 1. \ \ % I.- I ,A818 -_ I ­ I . .,-.,--, • �, . 11�� . N I 0 1. , , k .1 - � ". -.2+0- ,%.. -I-,.,.___ I I 7 � \ I- , ** .1 \ ", ., \ 411% �\ \ �, I \ \� `�** .,----. \ N - ,%I, 1­1 4 f i #0 REPLACED WITH A STANDARD MANHOLE STRUCTURE. I \%\ ,I I I " I- I 7 \ \ ,,_ IT,C 1 88 . : ( `* 11"/ W 0 1 . , " \ 1%. I � \ I i '/ I 1� -.kl \ \ 1%, . N,.-- , .. J - II, 0 % I I I� I . , . I // I, \ \ IN _""*"I`III\ .\0 % 111. .1111, . .`_ . ! .11%_* ./*_�� 0#0 13. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING . \ 1%1:N 26 L OF a , . I 'k4%,.4 \ . ( ! 1 f . ,ft \ \ 1� .., - . RC ) 3. 0 I, � 02. \ 1, I% �p . I \ ---%.*% N, 0 - \ 7 � �' it 89 \ I) . .i . / - , \ "Qto - ". 11110 II,I - "� _-­___"' . 0*0 CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO %.. - . \. . I 11 *** i - - 51 - , . \ " 1-1 I . I '*_� -'- .** IS, \ 1% '_,. 1%, t�.J, 1% \ 11 0 W, \ \ \ ft �% I I . % I. 7"'-' _' $`14 \ "-Z, 5v ,-I,, 0 �, . "_ , ,-- , " - IN 'I- ^ - �­ 4- - __ -.0 -Y -- \ 1 '2 J I (sw .-- -r-___-__-,,-, ( I W \ **>"7 _-1-x;;� - -1% I. ♦ % �r___,- \\� ' _" I kn � ;�J - - - - -&- 75 L - " I ft, i -it - 1-un I 1 \, � Q4 \ \ % .S E1192.1-21 I ,: \ \ \ .. . \ ! ov� , 0 , \ ", \ .'%. - __ LF Ili . .0 �11 IL It \ \ \ .1 ,9- 111 L M-1 11L `1 % _�_. � . . ........ ". "161%. .. 1-1 - �*_� 1-1 1. I ,-.� -_01 .-� ,.-." , 0#0 ..I/ . CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 1-1 \ N_ ) I , I - "' a \ %. \ \ 1. _,0 f i, . ,___.6_­_. . I . I'! ,I . . -----,-.. F%Y I � -,-sz�, ) --,, . `,'. I'll ,..---. �__._`,_ ..,. , # . . - - � \ ® .I- IN' '. 1-1 \ / ___ _. I _/ �% �-,:I, I, ) -.1 I 0 \\ -'s-1 \ - x §�, 11 I '1� . . . --- ,,, N N, N I 4, N t ., X ---"- I I \� N \.% N"..1. 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( )i - ��-� ••r..__, ,.. .. , ' .'i -� - ' �„" TC, .8 \,1 '\., - �' :; ` ; / � i 20 I r' ' r j ' 1. -_ - 1 STORM SEWER PLAN AND PRO NOTES -- - _ N. rte- _ r w_ -', W � - -_ �. \ �, _,� ._ t .' FILE % �,. ..• ~•.• -,�,` -•_. % r f ',, `.�_ --r IE.. 874' •�� '�~ .,,,. -i \�` •``,, `•� r/- ' • ��, -.. ✓'-- ',y,��_�.- - '✓ ,_....... _-- r,`,.�` \�\ '% ��. _ { a I J* b f `{ '; •�`_ ,- .._.�,+`'` -., 1 t` \ 1. i " - r' ' ,� f� - ,�- 4 - V �• `" •� �. '1 �`�• -.... 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) ,-- r -� �. ��� ---- STANDARDS FO �� - _ �. - --�- -- �.�- -- _. --- --- �. '�. > r �- �___ -+ .. ` '� `.� ..._____ „ „ R EXCAVATIONS; �'�` r .s�'�`f -'-- -_ - .--- ;,�-'- , � -a -� _ - . ,.� /° _ 4 � I T / ` 1 - _ �� FINAL RULE 29 CFR PART 1926, SUBPART P APPLIES TO ALL EXCAVATIONS ----� ' ` ! `� __�.._,. FEET IN DEPTH. EDING F w ° r .. rr ��rJ � -- - �"" .. - - A81'3 "ter ._..�. "- �, /,, . . \ ♦ ., � � � � L �, .-- (5) ��l %/ I/ r' r / M_• . -,%, _ •....._... - ' - ._... - ' Jy �� -� �` "- ? _ / .GO /� \ 60Y.._'" , ` ♦ , ` \ •\ N. %, `\ < \ - �+ r.• M - 0 1 I ,r .1 ., _. r__ TC X89.1.75 i _-o -�,. J,. r \ t ♦ ` \ _ IE 880.5 ♦ > �-.,. -� ... - -�" 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) ;� .,- ; ` � % � '-� ��...�__ .__ . _� -� - ---- " .- 1 �..OF'12" RCP � 0.40 1 / � , .�- -�..,� / . o ,�r /•/ : . = " ---' "� �'� ......._-_- -; -r--`--'_' - .---.- ° �� i'1, t -� , � I ` t, �l FEET IN DEPTH REQUIRE THE DESIGN OF A �, .� r f = ,� f ,. _ - M _ �. � . �_ ,` ,\ / f/ ; , , � , � i � �, 1 \, .� � ,- -.� 1 � � TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. ��' r !,/ � J• J / -- r 1 f,� ,, "I", -..,�3+ t •V '' / \ ■ 1 � •% `\ `• `� ' � 1. ,� �..�,y �j i Z �- : % , / : / -! •� �' . f' ` _ �_.. _ . / 00 _ . r��ti ..- ✓•✓" j ` ,`� !, ` ■ ` '% '�� `� `\ `�'\ -_, '; ='s -- �� ` 3. ALL STRUCTURES SHALL HAVE CASTINGS, u f / - - A81 -2 l ' �• , ., JOINTS LIFT RINGS, STEPS AND PIPE CONNECTIONS ( 1 , ••\ . _ 94.9 WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. t{ 4 �� /" w,,.. -... Ir, - • .- .r•✓•'- - Q 50 -- `' ' V \,_.... ' `• \ `\ 4 ` •N' ,`,• \ \ ` _'_ ` ` .. llli , t ..r_ r� , ! �..r.� +w- ........_� 1 `; t t l \, STORAGE BASIN \ % \ �'•,. •�. �\ .... , '•.: {'L_ { ° �> i' ., - ..- _ �Q �. ', �, `, . NOR1�Al.. �* •�, ^�,� - .r \� f .•� 4• ALL , , , f - _,..- /" _ _w � i POOL 880.50 i �, •� \ --'\ STRUCTURES (IE: MANHOLES, INLETS SHALL H � � HAVE , � � •� � E POURED - ��. "--,. '� I ° ; ! �' , ,/ ��, �--- - r.,/ 1, ; , ♦ 19 \� '�� ) D FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED ,� I O f/ // ,� .._11 . �� -_.�- r,r� � ; , . \.� t v `.• '� '`. \, \, _�__. -._. �9 SMOOTH AND BRUSH D. 00--- _.. -,,, FINISHED. �� i e 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE % RE .�*�11. I / ) F1 / , / / " // .­ I _',d' %�• '. .- __f_ 1'l r / /, ,' �` % ,> • f ._.._._�� �(� - --r- +w.-�. J ,,,, w.._. ._�� ; j ' ` `��` \ • . � 752 ``� `'� ' a _ FIELD CONDITIONS. ADJUSTMENTS REQUIRED TO MEET 1 . 1-' . ' / C lV�- _�_ 1 , , , \ \, , ,.-- Q'� �- - -_ w _ F STMENTS EXCEEDING 1. .._ - - --' - %, ` //z i : f° 9 . ,/. ' ~-'. �° 1 �` '`~- --� f "" `� •,� `` ,. -_ �t '� �;' �:�� �,> 0 882:fl0 �. `! �, `�\ M .`' -� - �. APP OVED ENGIN FIVE TENTHS (0.5) OF A OT MU R BY THE FO ST BE ��! r ; /' . _ ,.,_�_ -�._. -�. . ,�� � ` ;; ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. % `, ' o _-� ter.. .1 r.1 •0 '",. .� � _ - ; ' ♦.. �,`,� '`\ l� `t },y .... _ .�.. --r-- -� AT NO COST TO THE OWNER. -- .- �'' - -%'" `%/ f - _ - ____ -� , .+^ .- _ ��. -_ �( ' \ (/, �) _ 3 '' . `` DETWON POND " �- - __;Z;; = � 1 ,'- -.- �- -' � W - `�' ---- � .." �, \ �-,� ,� � _, :`- -_�:: ..� -Vs - _. t NORMAL POO A110 882.00 � � f 6. STORM i'� � 9 '�```- �� � `'� `'`-- ; ��` � �"r ��'•� � � r "•- STRUCTURES WITH I ., «,. . ;,rr� r`, �, _� �: 1 �,;_�t,ti,•` - - _�__ �, . \\ 0 5 +� - _. �_- CASTINGS L BE SET TO MAINTAIN A POSITIVE DRAINAGE ET -=- ��' }�� ; '��' .--� rJ �;� _. - _�- 8 , ': -==�_ _� ` IE ,,� o \ 1 WA S�lRFACE\ TION X886.--- -_ -._� _...- _... INTO STRUCTURE. N SHALL __ o FLOW THE �,: '__- 79 -.__.. �,..__ - -;: - �, , � - j- � . Q. _..__, �� �, 1 I �-`'•� ' k a ^ ._, 'f " "' .. - `:` Q`c . ��(� P OF 6ANK= X88. �"' -''' . �� �, -r� r / ,� �. i`' : `� ,- -�-'' ! -- -_.�_. '�, `, o . ! TOP\ F NIN• W = f 5 ..:� HE 86.00 �S__ - _,:r --.r ,_ _. �Q r -, A811,1 \ l �� --- ----�= F � r `\ �2b� Q •� ��� b .8 2.33 7• STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: REQUIRE CTIONS AND Q E FIELD A �, _ _.�° �-- - --_- ---. � /•• �.-- � .., -.�. ? \, ��;* -. , �Q ,�•� �- �e� \, `,, � -- `'--- ---- -'... --'' TO END ), PIPE LENGTHS MAY t1'., _. . , rr ` ; j'; ,� - _ ' \� `� �... - --_�w. .-� , , ; T 888.48 '•, \ �. ► :`1 �`'� 1_ � r - -- . ,,-� CONDITIONS. ADJUSTMENTS (1, ,- .- ____,.._... � f ; ,.= f,.,/�!i � p0 _---- .._ �.-� 1 � � \ Q�.�:�� � `-- �® � ��,`.� MEET ACTUAL FIELD C ., �r / .` .1 I' / / \` \ ( , , ( ' �' `\ ��, ---. V •o0 r `--•-� - 8. FULL 10 ;, :.t ^f .f -`" %`"~ -'- . °-::�.-= , , •�, I - ; __ �N..,, ; + --.� ' \, . �,� ll ,` i 0 -r �� - - I 4LF 12 RCMP ° _ -•��:: '' DEPTH GRANULAR _�, _ ",, f .� > 11 t N ` � ,, ,� 1 _.�,, BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL %"�� t _ _ , 8 ♦ ", ED AREAS INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. \ . r�t'i :,�.• ^� +- ,�..._• -'-•� , -�'� /•�! -../ -� / .- 7V0 ♦ •'. .- '''-.r -�_''``_ �• '`` .\ l 5 { , ► \,� S ",.•` `•` -'+. : •, //}�/ ` 1. ,� ` c7 '" .r.. _-r •. y 1.11 00171-51 a� �..__ --' r f IE 888.00 ♦ \ �_� \ % i °'�"" -r - ~---=� -•�= -�•-- ��...�.. ...____�.... - 9. SEE SHEETS 710 -714 FOR STORM 11 1.i _ -� " _ ,;, 1, � ' I \ � ° . ,:,� ® I I i{ t \ _ • TC -887.75 \, ". , _ SEWERAGE SPECIFICATIONS. ,; --- -..-._ �- EE DETAIL O - - �_ _ �. - ,_ ;� v - _ S -5 FOR I �'" l _ ;�. •�� ___ _ IL_il 10 PIPES ,,. , r_-- ,! ��,. I , �'J \ ,• s 783\ ,1 O� `� LENGTHS ARE MEASURED �♦ SD t IE W 882.fi FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE INCLUDE END SECTIONS .` 3 r - '; •���c�, -� ,, OUTLET STRUCTURE OF ',� + -�" �.� -'-~' �` ` -; 1 �� t `� j i TC 895.0 •♦ \�' \ A ti '° - . .�._...:.`�_ 1 , , E AND �� ; ,: L� =-!� POND) DETENTION POND ; , ;, ��-. -.,��, ��. ; ' 1 t t µ ��, �, ���� ♦ ,� 12 RCp ...�� ,�.,� �� �� -- r.r "- 11. THE CONNECTION OF .;';>Y ,/ i ;. � , \ 1 S >< '�, ♦ ' ` �`� rw 604 ®� ♦ ��.. '� ,� THE PROPOSED STORM SEWER TO AN EXISTTNG BRICK STRUCTURE MUST NORMAL POOL ELEVATION -888 00 .. ♦ ; _ 885 __ -- BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: -t,? - 100 YEAR WATER SURFACE ` it ' . \ -- ---- -- .,A 9 xf r� "r. ELEVATION= 892.10 '`• 2 ,,,15>, ♦ ♦ L -�... . - 1 ♦ 1 t .� ,.�• �_ TC 84.2 6 5 t �-- A. REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON- SHRINK J V' 0 . '�\ ; % -� ` -' ; '` -- '� . B. AT THE POINT OF CON GROUT. CONNECTION OF THE PROP / f •�•'� � ' �� •88.0 ,. � ti ' ' � � s PROPOSED PIPE P M %r 797 TOP OF BANK= 894.25 ♦ A810 �� IE 0.50 LACE A THREE '� � � o EE FOOT 3 ;;. � � - ', TOP OF RETAINING WALL= � `\ � - ,, �/, + ��. ;. � � � , ( ) • ' --�� IE 888.00 891.00 L'�- ! . ' E:.� ♦ TC 8 100 ♦ "3 '= -_ - DIAMETER 8Y A MINIMUM SIX INCH (6) THICK 4,000 PSI CONCRETE COLLAR WITH • �- 0 GU _ -. , \ , OX \ ,; ; \ I .� \ 1 , , a \ • r ,��,,,. _,, E WIRE MESH OVER THE EXTERIIOR OF THE MANHOLE. g ��,, _ _ : , I N 782 . , � \`\ \ ` i � _ -.�- �_ r -,__. --- ��_ C.) ONCE THE CORE HAS BEEN MADE INSTALL ;� 5 , �- A RUBBER BOOT. ' TC 8 . �: -- ' -- y TC 89 .75 `� , 1 ` 9 . ! t• , , L ♦ l� - -... -� ___ -___ , j" ,%Wft TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A S .1,,, �� <y _ ° � h �, : r t.� _"_"'" .,._ __ \� \,` -� �,.•. -..• -'> ?.--. y.Y _..__- STRUCTURE, 1, �. I Y. \ \ ;� ' �'. . r,.�• _._. r�__ r--- WHEN A STRUCTURE IS NOT A CURB IN .. -.. ., ?._ J..•'��. - r LET. TC SHALL INDICATE TOP OF CU .11 _. \ 30' OF i 2 RCP 6.66'. �•�50:00 ` N / J ��',, \ X �: \\, ;� -t STORA��S1N ��' .-' - -- ,.rte .r . A CURB INLET. CURB WHEN STRUCTURE IS \ R .� N-I,% x,78 1 I r '� \ - ` NORfaIAI. POQL=M •5p_ 1 f' �% ; , ,( r l '� 1 i , 2 •'\ \` ', .� •� �•. ` \' ,`_ .'fir r' J ,. / 26 F 8, �0 - A818 WALL, SHOULD THE INTEGRITY OF THE MANHOLE BE COMPOMISED THE ENTIRE STRUCTURE �. t `" �` Xo p 1 ' TC' 02 4 �, r , \..� o• . �\ \ �_- ~� ) \\ �'� `° ,r- TUBE MUST BE \ \. Oo RC �'� i \ \, I �► 888. \ `_ ��. I 000 i REPLACED WITH A STANDARD MANHOLE STRUCTURE. .--r' 1,_ .� 13. ANY DISCREPANCIES OR CONFLICTS WHICH R l� ®1, f! CONSTRUCTION � 1 •6 l � � � �,, � �. APPARENT BEFORE OR DURING N SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO \ ' -,, `\ P 0 ° 778 x 3: t. ' 7 . °' � � --- _ ._Z� �� r ♦ CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. ,�.� ..\ \\ �`,,' \'`.,,\ �`\ N `. • V \. • '`" ' •1 ■_ ,`\ �`4' _ _ ti 4. \ •1`w•', / ._ rte- ` t ' / ,// -, - 785 ~ �o \ r;:� ' , , �:.0 .�-- . _.� o I F TC 89540 -_ G �`r '� TC 896 0 M W !� , < , �. - ►" -�,` ,, . 0 O RCp' -`'- -� �� = f - i - , •�''�, N\ '�� .� �a0: - - M 2.0 {x \� s \ I '� \ _ \ ���;��. - ° I ��--� -�` ...__ -- PROFILE LEGEND % I_. ,\ \ �,�„ _ �. `+ , ; ` - .__- ! ,`'�\ '� ' \\ i ` -'., � \ ,� ` ` / O .. -+•-rte /' ' . (). - 1, "\ i ' ° 1 , , i � 4 . ��'l _%., , `fai : `''r 781 ` `� . ��� ` r )� ' \ ~r r ---� , .. f, ,•"� 'r',+ -� ( , __ \ \ • , ,. . % \. -"1 - I Gam'' - \ ; t0 •\ `r 1 `/ /�, n ,.\ yL •i , � ylf . '� /\ *"_._ ____ ,, / , t S �- `'- -� �`_1 \\ \ s \ 894.97 f I - •1 , �\ ' - ,- / ,-, i -" - ° 1 F -,\�-- ,,,,, _ �. _� \ , I 1.96 1 f J ` 1 \!�, ` / • i' ' , / _11 -- •^.._,,, J ' \ _ ...f : L '\ , /- '••.,1 f ; �''r / / t �[.� �, `',\ \', ` \ "�- ,\ y \ �' ,, ,\ , r r,+r ,, ``` ` \` _ �\ `. •��` J /J!• l ' r rte_ 1.,,'r, _\ - o 3 �` `� `� \ �� ♦ 8 ; r� `__ -' C 888.00 f \ 0 1 1 .:.,� �, 7.79 �, � �. � ` \ i f ' -4 ° .__ i I N, l '\ , '` ,.\ ` t J; •.._�� C , \'•,\ ' , i , .r __.__� -- / 774 '� \ TC 895:3 , �` `. �` +,+ , ` }<< ;` ,` \, 4 , r/ :f % : x� \ EftQ1 8 ! 1 •, \••\ 1 , `� r -- AV 1,V 1 � `1 1 903.6 ,` t •`• \ 1 \ \\ \� \ ` \ ' J j� ` ` `t '\ V "r �� M f �S �� %, 1. I J ; 1_ 0 \ I " R,,\ IN 11 1 1r, . M 895. 4 t/ I I A I I . 1. _'. \ \�CNq 1. \ 1% % co /. .. 1� I/ A�" #309 " 0 * ___ - 11L I - . \ 1i - 1. � I ....- \ . 19 "I I 11 / 11 ,�, __ \ - , I r ­ .4 / ', " 't 11% ,_ .,w ui , '. '_ k",." -1 1. .. . .1 34 - __ - o1i I I _"._ _,._­1 \ ,- +'- ___. � `` p /r,. • //' b ' r ) \ i \ •� ' `\ \ `\ `', ' t IE 8 3 \ ,/ ~". /! r' f # , \ ..__ N. ��, - ,14 i { ; , ., ,` �� . \ � -. I o 40 450 # ��- . , _r. �. !. �, / o N \ , / I'll - ,� ', 1 ' ;�, L _ i tL P W. 1:00/0 9fi. \ { �� t t �� ova f00 r ,r, / �'� j // {'� -'" - �_. - _... _„ J r. -,-, ...f N t f \ �\ '` '�" , `�. \ 1 1 I � t h a , ....___..__ ' � 00 , ,• . Rof \ •ti. i 1 ( / ,.` T•.!1j_ 1. .•-._... - _ •"�- 4� 1, �` '•� • �\ \� �` ,` \\t _ }t ` �• .- •_'.r."'.. ­1_.­.___ .._ Lr je i- ,.,..,......._. 1 ' / ,i 1. I `\ ,` .r t / jj '_`^., •, , , ~�` ,.� , ••�.. \\._ 1 t ; t ' S j r , ' \ 0 - - ---- - ��.._ --­�' 't',! /• ' / �" % ``�• `` ' \•'�_.._._.. . r \ i ' \ / i j •'' \.,` ' Z, �, t, \'\, � •.` \ \, .v \'.` '% ',.".'" \. i `` `` . " 11, ` ` 1 S �Y .-'!'A am WR " 1tw 1/ -f an r. ` sm �. i -` ♦ ` ` �1 ay ~ t� �1 w S _'' . I /,% ow an / 1-1 �b - / '� ___1 I 0 - . - ­­ST-R -, .1.1 ,./ \ I i % I *... , q ;z> R ., I A ----#"p"-,1 11 e`-N I 11 M 8 . ,0� �. 81 / \ ��- ) \ ` r t�, ��. .._",..--^ \�\ 00 ~ ;�� J t / L� N .,..r'" - 04.94 % ` r r i , J ~ ® _% i j EE 4ETAlL OS -4 FOR i 9 '` "' --' - _� - r STRUGfiURE , ,' f / !' ...! - 4 = - PO t RCP 0 BSL -�. J • J / /' 763 � l •Op9_ __..- _._ -_. __ ..__ -- -�_---- ._.._"`.__' - -"-___ 890 '' i I --� / // f . . f i � :� 768 ' o - - -•--,. +93.31 . 0 / I - __ - -i tj / >t .._.__ r ., "'IV ** - / r I I IE 888 77 � � , 4. f. � r. - - _ .. . ..... / --• ; 12 t ;'' / /'" �' ` / ` 1 ♦' r • S . r ,V �oO ' IE 8 • -/ ._ _ .._._.... ._ ._._....._ 11 r��..,.._ _..._ lt �____.1 0 00 / Fi'' t t 90.75 a �� .J.. t 11 1 , �. , ` .r. y- 3 775 � `\ /' i ,/ l , + 0 105 RCP 0 0.35 7. 1 . RCp o.35 e ,/ p \ j r 11 OF 12 RCR 0 S ' " L0 - --- 341E 5 "I' r% / '- .__. � �� l J L 1. 0� f:� 6 j I >I. _ _- ..._,.r, _. _ _._•._. _ 41+ I. r .� TC 03.87 �. �. _. $ r 1 1 T , I : 6LF,0 1 r I`- DR V - _ __ z , ... �. __. ___.._ -. -- _ . • �`.') I ; % '�, \ •� 89 t ABITEY POl`�ti ._.:.:= ....,- _ -_ .��..�._ �, 0 p (� � __... ..�..__._ I �- , ``.. \ 141E 12 RCP x',,1.00% r S .,.. p ,. , - i I , ` \ , 3 ; ``�` RCP ° 15LF OF 12 RC 11 r ( i { _ F ` 11 , \ r 1 , , � ®'�' �'', ~� I ; `N• � `, \, \ 755, 1, 4 0 , / ' _ - • , ' •"• '� i �-A -1 ( L \ , � IE 890.00 0 i ,-) \ I '_� / ) .-'� 160 �• `_'' / - ' d `�, ` t •p0 t \...__ cJr �---__ �11__ ° ALE , �LF 6 ®0• ,� � ; �- I \ `�\ `\ OLF OF 24° 3 5% °.�._ RLCP -� . -Y- � .. - --•-..- .�" � . _ � _ _ -�. _____ �, \, RFpRAT� p .RQP ° o o - ' �+ � �.. -�_ � .' '.,. \` % ., '. ••'•�, l j ,' �-' ± ! � �' \ �� - ---"- �. ^' � ' % _�-...1 r-" -_ ` --- -`T-- F ®0,50 0 / - -�_� _--_ __� .,\ { /` 0 +20,0 , TC; 890 0 765 758 co 771 -cxs' 895.77 :, - _. - -, i ,-- , ► ' Q i \ .� �. 760 ��� _, ~ \\ �.. \ , ; �.,� `.,� i t '" ' : ,� 757, TCt 89 .80 766v .66 - --`.__ ��,•- -, TC 895. - TC 895.00 - -'`�''` - • ~ - - .J �`�� ' I 1 1 ' ` ' . TC' 89 . 0 ,4 893.00 , �..- -•, ;; ', 777 776 ., I = �, 7--� ' +, I 5.6 ��� I N 9 . TC 894.80 . -� -" �✓� , 1. �f,1� , `� 4 WOVEN WIRE �FPNCI; 1, " I -• I i I - _ E 89 , � � � _� 20 6 X f I i . : ,--' r ' # i 9 • 11 OF 12" RCS _ i _ -_ • �--'"� W • .-'- ._..�.. ..__. ._._ _. r �,.._._., _- ._... _ 7 4 1 T•00, _ E W 891.09 ,_- 4 �ti1I F d -- -- -- X _.r.r...._._...._. x ._...- .,.�.�..... � X X W 89 . X X -X -X' _.-- , 1 r -7 - -.�-------.- ,� - - "- _ .... --'- E� CL. ;H�,IN L1NI��,�ENL'� IE 899. ' X, X }� .___.._.�..___^_ -. X� x - ._..�...�. X .�.�..�..f--_- ,'X ------ ;--- 1 X , ; .,� \, - --�-- -- -�- ---- -X X X }� • X X - - ..��- `'`f - - -.. _a `�..... x.11 � S 89 4] 24 W 1319.00 . �, ,' / �; - _ __. .. �.�� -� ---X- , X fi ChiAfNl �`� K FED / ..., /f ! �/ , ! f . -_. _..._____- SCE '{l __- ..._.,� t ; �, j ; t �_ L _1,.. !�. DETENTION P _ _._._..__ _. ,...._.___ __. _ -_ _. �._... �, % j r : fay ry- � . >: \•, NORf�AL POOL ELEVATION -$9 , • I t ~�'\ 1 .64w - ­ - '111­ - 2 ? -`/ ;\ . L STIR 784 - STR 787 ___ _____ - __ft __ - HOR. SCALE, 1' = 50' VER. SCALE@ 1" a. 5' 905 m co CAR rn � 'T- co - r` J� .......- . , - -in. • LO �LO o 01--% to `'' 905 LOM�K) • Q C" i � �� `°• 905 ,...._...... -._ ............_.._............. / : f/�� �M m Q...I1 -.tn z co V p) f�(l�t -- -- s +M00 ^;W�ww ; o0 11 O n � � 6 O O � � t- w o :00 D D S 3 C4 V °Q oN 0 Q ON + 00 it O0 0000 : O Z } 900 ` itW = O a L0" .:. 00 U �..`.. O O > 0 0 n f- w w w 0000 0 t _.._ ..._..._._._._.._ Q0 900 __ ....,._ __j...__ ._ _0. 0 ,90.0.0 ! ? ; ' 000 QDOO.._ ; coo a i .J.JOp• ¢ + O 1 3 0°°°° ` I 0 0 , Q °O » 0 Q °o 12 11 00 2 XISTING a a 221.E pqo . ®; °_ w ROUND ; o °0 Cp : ° •-- 895 '� __.. ...._. - -- --+-- ........_.. -_. ; --o °o { 895 ....... 0a. ; ... -_ . _._.._ . ' , ' ' 0 0 1. �0 0 L , in q�9 12 % rn a v �� °p w w , a, t � �c i�.-ww ~ F' --- Cq I_: :� 2g8° P , C ' ; , t T ; R 1. 890 _ . _. .890 .. ...._.._ .. _.... i_..... _ ..... _ ...._. __............__... , { , - r 1$ 26 2 g6% ® .' . i : ; . ; t i f Rip 89 885 _.._.._ _ ► 885 _... __._ ._... -. .__ . _� _.. _ ..... _. _, I _...._..... ...._..._ ...._.�.._...._............. , J J t U U : . I !; , : Q ' m : i I : I m(0 Of � n + i ' O O O ; I < . • d ��U ;`..._. _.....-- ..._._� ...t -._ .._ .. - -_ -_. __. -... -_.. _ _.._._ .�..._ _____._ _._ i ' 880 0 +00 0 +50 1 +00 STIR 784 - STR 787 ___ _____ - __ft __ - HOR. SCALE, 1' = 50' VER. SCALE@ 1" a. 5' 905 m co CAR rn � 'T- co - r` J� .......- . , - -in. • • O � M cn + .--- 00 '00 + •-- 00 : +rnopop o© 11 II C) C) II ; 00 I.•-. ' co Q �; rn Q II 3 Ii o`'�o� �... �c~nf. --ww �t~nJU -- ' ^;W�ww I Cqi Ul) n t q ;tq .d- • O n , iC0 0 0 , I ,Oaa aaQO \ 900: '"°° i.. . ...................- ...._..... 4 °OD _ ' : 900 _....- ._..._.... % ,000 0aao PROPOSED 3 ° ° Q ' EXISTING GROUND _ Ln LO v- i ° -,q- ....._. _. -. ._.........._......_......_. M N -7 � . __. ... -. _•. ,_.....;.._.._..ui rn rn..._.... - .........- .._..._ 900 GROUND \ ; 1. EXISTING�0 , ----" " " ; GROUND .-) 231E 12 C) II �0 0 .1 RCp ( 1.74% I % rn a v �� °p w w , a, t � �c i�.-ww ~ F' --- Cq I_: - _2�o ; , t T ; 895 ' X00° : _ _ _... _........._ . a . _. _ .... _._ . _.... _.._ -... _ .... __.. _.. -_. . ` 895 l 12n ' 1 N + -zt- II rljJ 89 A61,r 02% I ®�j. , I _...._..... ...._..._ ...._.�.._...._............. RCP 890 , .. ._­......­1..__._.._.. ' 890 . �I to . 1 �M i X r- ,-I- Ui ' ` ; i Z •+- 00 .. vai °°° )ao Sao 11 885 ;..._.__.........00H.`= J....... _...._.:...._.. ; __ _ _..._,_......-..__.. 885 : J ; t J � . � U Sao .0 . 1. M! • Q M t ; 2611 12„ U , _.._.. ._ - . O� + . . �� _1!5 + i : Z° _ .... _ ........ _ ..._ .. _ . _ ZOLF 5„ �o ; ; 880 CD l- .......... ___._ ....._. Cnn . ,..._...L..... � `'- __.. __._... Y' __. ___._....._.._ .... 880 0 +00 0 +50 1 +00 STR ?85 - STR 789 -------- - HOR. SCALE 1• - 50' VER. SCALE 1• - 5' 905 905 `._...�.,.UD. co�co co M Ii — _....._..... -,....".I I I _.._..... ..- ..........__......._.._...._ ............_......... - _....._ _.... ._ .......'. ..-.......,.....-.--........-,-...z _...,...._.............. , _.. - .._.._..... - - - _ ... 905 . I Cqi Ul) n t q ;tq .d- • ! : o rn N II oo w ��i,tf_U�W; ' • °o o'rn �„ ob pp I : ` i : , �1 11'� ' , \ o II 00 z w 3 Q I I cn 'z ; 1. I \ r` = � (n�W WW ' 900 , ......-......._ .............._�............... . _.._._.. ...................- .__.... -... -. .-- ...._.....- .._......- ' EXISTING GROUND _ Ln LO v- i ° -,q- ....._. _. -. ._.........._......_......_. M N -7 � . __. ... -. _•. ,_.....;.._.._..ui rn rn..._.... - .........- .._..._ 900 \ ; C0 M On co mot' �; 00 00 i C ; +�� 1�1 N� Imo. 1. t ' 11 , C) II �0O0 , �. _... rn a v �� °p w w , a, t � �c i�.-ww ~ F' --- Cq I_: MQ n tA Q O U U C �`�.i,-"""� j �o00 rn • l °4 4a 1 N + -zt- II rljJ 89 ....._.......w..,._..... ;.. _. ; .... _......___..... I _...._..... ...._..._ ...._.�.._...._............. .•- � 0Qt8vw _.. " ....- .. _........_.._.......... ._..__......_.._.. \' ~. -..... 895 Qa ZZ) 890 _ I ��" °o� o I �5° RCp a 1,50% . i ' ` ' _ t PROPOSED. GROUND ' )ao Sao �a, bGO0 2 0 o o r a: ; , ' Sao .0 . 1. M! i . t ; 2611 12„ 89 , _.._.. ._ - .. ._. .. ... .... .... __._ _ -. .. -- 14� % LF 15„ :RCP (� 0.55 0 ;` RCp 1.00 890 �.. .. .. t _._._ .. ..._. .. _._. _.. .. __ _v.1. _... _... _ __. .. .._; . 880 P. __......I..._ 81 L1 21 RCP ® 0.60% _ .... _ ........ _ ..._ .. _ . _ ZOLF 5„ . 3 ' i RCP 103% i ; I ; I f 885 V*-d 1 , _ —, I...__ ._ .. _.._... ,..._. _ _.. _......... ,.._..._ . _............ _ t . ___.....__ - ___........_._.. _......_._..._._._._ ...__._..._._ .. _._._._._.._..�. ..�.w_..,..._ ..- _.....,........_.._ ` 885 ' t__............._... J.........._ J i J . ! Y Y 1. 1. I .1 Q • - m Q m . � 7 r- "' t + � o : '� i I 880 _ _: t _ �N Z �''" . ; =N Z + !._.... __.........._ . _._ ....._........__....._.... 1........ '' ; IE'.' _ . . �......_...._.... - - - ' - -.---.--.........---..-...-....,....-�-...... ._..............._..... P � ..., ..1 _.1.._...... "' J•......-.........__....._ ��v 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 STR 773 - STR 781 ___ __ __ ___ __ __ ___ - ___ - _� HOR. SCALE 1• - 50' VER. SCALE 1° - 5' 905 905 `._...�.,.UD. co�co co M O ^ �: . C:)CDMCnCO o�.noo, 2 . 00,00 00 +LO 11'11 11 N q QO; +LO II Ii: C) M,wr - � it oo 3 �QZ o rn N II oo w ��i,tf_U�W; ' Ww �fV-�WWo 900 � ._ . -..... _ ' ' 900 EXISTING �L LO. GROUND � Lo en 1 +o �ii1° ;o M -- _. �NN ' r�'QI°cLn � ^IN�w 895. :895 , C ; 'iv �� 0 0 �0O0 , I 1. Q O U U C i : l °4 4a 0 0 00 Q) _Z O > 0° Qa ZZ) 890 ...._............... 890 �; 20LF 15 I �5° RCp a 1,50% . i 241E •14% , CP ® 3 ;R 885 _. .._ ._..... - ._...... _.. ... 885 J J r a: ; , 11 LYE M! N L0 0 Of � 1. t� oo; + 880 P. __......I..._ .._._,_.... '.. 880 0 +00 0 +50 STR 778 - STR 783 __ ___ - __ ___ wmw� - - - I HOR. SCALE 1• - 50' VER. SCALE 1° in 5' 905............ ---- ____......_.. 905 1 0 o Ln o o ; +�2aho I W� in � . II n�ww tD.t-'; 900! 1 900 © M d N o _........_.__........_.... V_ + V7 • C) rn °° ' to M �¢ IIzwin +� I� PROPOSED o ~ U ` =' `- `- GROUND d- : co g it 4S r` to iJ w 4 89 895 I 0 C? 0 , 0 °°° ° o : ' aa 11 O °0 a °° o , ' O 0000 � O OO O 0 o 89 . � ....... ...... _ L 890 1. " 11 LF 12„ ► 261E 12 0% RCP 0 1.00% RC , 1.0 ` ` . t "� I i EXISTING GROUND 885 V ._ ' 885 L: .J J :! .t J Y Y m < ' Wo �n =o I 00 : Z z , 91;!� 88 ......�_........_ _.._. Y'...._...:880 0 +00 0 +50 STR 756 - STR 764 - ___ mm� HOR. SCALE• 1" = 501 VER. SCALE 1° = 5' W J a: 0 CL D Q Z Q J CL W �: W CD [r O t- tn 0 0. .a 0 C N G 0 W V) w CC X w jR W z U 0 - w to U (' X Z 0 wWQZ }F_ -JzWz >I- - U Z U J= 0 - w�acn� V_..Ja0C)z it <<< W QU..JJJF__0 W 0) tO d- V J I N Cfl N N Od -00 . ._ OQ"-..Na) AZT- o- C ::E � U Z <= Wa (Y U) 0 o J � U Nod`•= 1 ` � c .2 � . . G � I t� Z N W Q114-MM W 0 z-, T_ %--/ I L _ icy �� ``° ^a) ` S : a) i ` hr +* •� 1. - „y CM a r'32fq :�Jx r. W 3 . �3 ,IV-' ti. mil -06 yam. '.)� i j - .t F+~�y A CO �` ' *6 (1) ` we 4L• ��; Q ED BY: N�•wwww� �s • 1�e dz o `** %;!:000 e wo C..') PE10504920 .. a.• . Z -o '. STATE OF °gyp •�'• i4rD I AA�'.••� 4�!� o � •••.. -••• v�d�F�S , %(�; �� i4�a; o�,'it,�� I �I' v Drawn By: SARA E. FARNY, E{ Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: O Scale: 1' = 50' Sheet . 707 Date 01 -03 -06 Project Number 050394 -20000 9 O 'cam -h� P-1, V 'iv �� 00 W � O� Co .. P, Q) _Z O > Z ZZ) 0 N Q occ C.) 0 C P--d oo r 92 N �2 V*-d 9� ED BY: N�•wwww� �s • 1�e dz o `** %;!:000 e wo C..') PE10504920 .. a.• . Z -o '. STATE OF °gyp •�'• i4rD I AA�'.••� 4�!� o � •••.. -••• v�d�F�S , %(�; �� i4�a; o�,'it,�� I �I' v Drawn By: SARA E. FARNY, E{ Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: O Scale: 1' = 50' Sheet . 707 Date 01 -03 -06 Project Number 050394 -20000 U %/Uutoku�ulju4k/t)t)Ut)%(.:il(lNt- n( 9 11('(Jt5%t' / u I k' / Uv owg, I /Z/Zuut) I I Uv I b k•m. cwusemarl. -�;" 'A., I I . • I 11 , e Z_-1 4; 1 1% \1016 1 \ i "I I -It -"6 'Ir'sn'2088 'M000'00 / 0000--_000 ­. �_-�;.'-;;-�' .____�_....'.. ,.,Z:f, If . i ... / N�_,, Z'��-.00 11 _11-11" ` IPZ.,. I E I.8ft40N \ \ . 1% I ! I I !­1 I .0 . . . . . . _" . "�."'�_" -.-- ' _ N, q - `� . . /00 11 k 11 1 i I I I / #; I ­_ '-00 I--- - a I !! !! Ole . .'. - 0 _b �- ­=z--:-;z I ,� I . \ " v .1/ N�_ 'N". 0 - N.'� I/ _-__1 I 1. I I / le' + .1" A I ! I I - (4- __­ �_� _1�,:. * . I f, ­�_' ­ N) k ' � � . _­" . .Z.. * .'�_� t 0 * "�' �'__ ""!:�. ;!;, 00 -11, ... n !, 11----"" � - __'�' _�Z- ._ - �_ J I I . 11 004 't , \ - , � / I --.;:; �e "'�'�k.. ..­� H.3 -.' ., ft%4 ? / / - - 40 . .- _- - -, '.� 00 - - :'� _41���� / (2D 0-1' so zo. � - 41 _. \ . . t ! I . 11% 11 I A ' I -1 � t-891 t , No - _�'�__._'.. 0 � � _-_1w ._1 .10 - / 1.00 _'_,'..' - !�' - ,----- TC ­_., '�_ .. �- zo NIN., . i ) x Q0) � \ ' 1 1 J I I ..-, .1 I/ / . NOWNWRL" - 1-f::ave. / I" . % - -.;;:,---, __ . _ 00 / I ( I ) '. oov--.-- � I iI _-, - 00000 �5 ,--,** ­-- .'-�"_ --.---- 1---lo - - _�'______ .---,.- _ 14 _\ .. t 46 ;. I." .'_'. .­_ I k I I I . q I - - ee z I 1� __ N' / VW- 0* .�' ­_ 4 1. k I \ k % 4% " __1'_.___ __'. \ 1. . I 1. I . t . \ \ \ \ �­ - � I . I . -1- .11 . I "I � \ %.. • -I--,._ .1 �_ . '.­-__"'_. _'._'. . ­%. __ � / ' �.. y I . \ . __.__ .--,-- ___ -_ \ N k \ I " . \ '\ '%..�. \ . \. . --,, - _'�_' ------- - ./' / / ' .-" _'� .7- I I-- '_�� \ / - %. 4e - I .'I- �00!e!'_�! --- '. x ­_ __ .-._� * * "I '_�."' _N \ Z VAR M, .10-0 " __". �___ ----* ✓ -..------ __'�"%, "-% Q 1-1-1 .. -'-_'--.. --..-. \ "',` tow, ._�� '_.- I 11 -'I- Vol* ____ _.. 111. .. '%. - 12 *R % %. • 1. �'. " / '/ I - tt '.". 0'e05 N I I 10, . -31 '.% �./ "_ - _'.._"..."' .� ._11 " .� - �� \ \ ,��._'. % '-_'�" \ \ . \ - 1 \ %, \ I % "- .. A WER PLAN AND PROFILE NOTM , 11_ *r .. 0 '� 11 ' ,---,-- _"'�_� N'---_.� .__ 30 I.- -1 � �� � \ " 1%. \ - . -- -..-- " - '____� I-..,-- . \ I � . , I I 1. \ % \ - .- \ ' .11 __ ;�� -- -e- 'J.0 .'.. 1 v \: % 1. \ ,' . \ 111, ______� I I I .Z2� . .- ...a. .?'"-i %,�_' v � \ . � % \ ' 1\ "� - - _" 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; i 1101- . - _. an .. OROW .v am \ - - _____/ ( /v __ _..:�.' , IF "01i - - . 11 I ' �' . N' 1. t % 'I " '_ .- - I , / .111, -0�_' ���-w - ­_ I 1. .' , 7----- - ' �_ � _21"It. I I I i \ \ .. %-%� . I., ______.._ __' -- . ,_ I N '-, : I - 100 .e .�� , - %. -..-.,.f _�­V A _. .- . " ." .�'.' ' . _,., __ . .1 dus I , ..' *# '��' '__'- __' _ _A81' f- - \ I \ _1".' - ­. I-0' , .; .�' �'� �' ­'..' __�_ 1--o ­ \ \ ­ r J 0 / 01 .e- � � .--- su 1/� -'I'- \ I I FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE ,--**O .. -1 I . I-- - ________' MT B \ \ 'k \ I \. \ "". _% )•4 -I.-.,--- i , - __" .'� C - \ \ % \ 11 . I - ­ '_1 *�e I 1 (5) FEET IN DEPTH. � , I ,-I.- lit i 11 '\ % . IN \ -_ I ,-- I / I ) I - '�_' --- - -_ a % "�:' 1 880.5 - 00400- '/. 0 i .1 '. � -_ �.1111 - --.-- \ I __�' J % . % , .11, .. , �. "I . //Yl I _� N'____ _,.---,- - . .1 .� . I . - '% . 1. %. \ \" N\-N 11�" - - __­_ 9 O� // ',"' , .,/ -, ... .-..--. - OF12 RCP 0 0.407* \ \ � \ % N.. \ \ __. . __ -.--.-" -11 00 4#04 ,,-' '-_�' ' . %, . '.'_'O.' .. . I .,,- � - -.110 7pla.- I \1 I I I \ __1 . / .'. " _e 1. \ N '\ ' I/ " . - \ \ \ I -.' � 1�':.._.__'_ -1 .' - __. - \11, 1, x \ I*f I I \ I ; \ \11 %\ 'N .1% $11, \ 11 I .11.-'� '\1 ___'__' ,;. -' i f 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A . X'5; .01 r I ' "I . I '. __­ �__ - - �11 % ..- \ '% // �% I %. \ \ \ 1, -,.\ A "N " . I �' ...- // "� I----- ---I-*--,- ___'____' I- ".._� � 51 ." 3+00 \ --__ . . I , \ ... L %. \_1 ---,, ' , I 1-11 I ��+41'-'o \ \ \ / 11 - "1______*'0 � � - I ' \ 1� \ \ \ \ \ ".. -_ _' s TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. . / 1'.. OR , '." - -",.- ..' - \ �k I 'I 1. \ Ef I �� - ,-.--N-- -.------- __-....N \ " % t A '11� \ \. \ I It4 If ". " "I lee % I I � 1. 11 11 1-N , / . I , ."'." I - /. 'i'l e-11 I--, ­ __�-­.___ I ARI t \ \ \ . k - I I . .... \ \ " \ '�\ . I // .I--,- ::�-��_.__ ."-- 1­"' . � \ L 1, " . N. N I --__.__."q'.1_.__. J/ 1z ". / ..'� ,.I---- -�ee I __1_' \\ \ . 1-1 I � . ; ' \ % . -\, \ \ N "s-1 "I , **'"� - _. _�_ I b [", i_` - / ". /11 e. -1 I . � ­_ . \ 'I I \ \ N ' V. \ \' .. . I '1\ \ I / ! . I / � ( � r", ..' '.____._.- �'_ � I =% 1'1� -820.50 '__ 11 . . % .\ I STORAGE BASIN � *N., % \ 11 \ '�. '% I % \ \ \ ��� " I- 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS - I_------ ____ __._ __ \ I � \ N, . \ \ F 11 '__-.1 ..'e, \ % I-e - *% 1. % N, \ \ M WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. ". _1 A .--�' I I ." "I I . \ I 'It. 11 \ _ *'�---900-' .- J Cq - ) I 11 1_11�� _'_�."'._'.' 1� .-��.f - - .I--, .'�� _%*� NORMAL POOL=880.50 \ , '% . \\61 // .." _1'e . - L _�­ ­_ --- ,_ �r_ I ) ell I ..".11 I . -,.K _­_ %I ' �k \ \" . %.N \ . \ \ '*N \ . % "_' .ee? , !, � q I d; / "I 11.1 '��� , , \ t - <. % '\, . � % \ \ N & '1% .4 1 i I )/.1 / I--,' .._� I---- \_1 N � \ " I '_� 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. I I/ - - _."'e- - � --. .1__*10 11.�' �k' ' . � �1 . . IN. V, \. ..". \ \11' \ •\ I- '� �'� 'I z / // .__1 e, , %"�� \1 "'. 'S ", \ ' x I 0 1 , r '- / .'__ .'�� ' ''� � .._..' 1% � �\ I . 752 1 .' k \ �..'.'.._..--_' 8_-___9­1----_.____ .-..-.,-", .- -: 11 /f/ THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. ". .", I NA - ---I'-.-- ,_ � _'.� '1-1- . % '\ V, Xl�� \,,,.:'IN \ \N. k � -_ %\..' N..' . \ \ .. "---.--*- ,I- -.1., .e`_�­­ ':'., . ( ) / .. I- .'- '11­ �'� -11 ,-- '..' "I %, I—- I I - , I - \ % RE 1 882`0M . \ \'% % 1 16 %. , v .' - - ___�__ __­ -_ e ­ .' t / ee f/) '� I ,.-' ..' � " . ___ -, \ \ . \ . � '%� N__1\ � **% \ \� "� '1*1's____ __ .- .- �' .e '­ / - .. .--- - I---..,- " -�"� 11 � \\ \ I % \ \ \ \ . - 11 -.6:e, I .11 ) " I • r / • '_� ___"e_� , -,- ____ ____� 11%. � \ \ � ' '� , _._­-� **% I \ ' 1-1 -, - 1 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET I . ­ ­ ......... �' %...' ._", . \\ \. I--,. ♦ \ A I \ I'%. % '\ - � , .- __� .1 ..... - " /I . 0-1 I/ ' // / " " -,---I..- N -,-.,- _' ".e.- '..' _. ., \ , \ N. , N% \% '* V %, ____ _ 1. .' , * ..". _­. I-, ".� 1-1 ; ' . /�"'-- .-. .- __� ... __ .I--..--- _-'_____11e - __'� ".1 I I I \ k � .\ \ "'_ '** "� '�__N 1� \ . DETENTION POND N-N , 1. __ �' .01 FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE , el�1.11 11 / - - . .__ . I , I N - __'t!t . -%,- __.' -11 ' It - % . \ � �­'. f . I 1\ I P. . 11 / -I--- ___._ - \ -"/ -882 .____*_*V" � . I . "�- -, ,- "--'�_� "" r "'.� 11 %, ��_ - el/ I /' '.. ",----' - 11 1-1---, \ - \ \ ' N •_7'_�z______ \N' \ � NORMAL POOL ELEVATION f 1--­­ I 11 . 0 _� I � , - *0 �_ _�" ,.-- '-,.. ' \ I I %, '\Q­'O� . '..- .�-�-' . ♦ .. % . I . # -1 - APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. - / -.-- _e' N..� - \ , ,--- 1. . � I __ _." -1 A>." el- '. I I "" __ __�_ _- '_' I- . -, �.' _� I \ - �� __7" ,_7':�%\ Al , _�_' t I . . '---. -1 . � .- �_�� � 1. I - � �_ -, - -'! -!�� �' el %, , _'.' .' '. I - - " � \ \ I � ---_ '--"-z_:�:::;:- _'_' _­___ IN - \ I f - 1 *% 1, I \ I - I 1 014c'. ." . ' ati\` \ - ';� CE4888 1. _'_'. ..e. . - 1-1 - - I \ \ , - � '�� : -'_.-e --- k.- _'. "4 '/ I-- .1. *N' I . -886. '--�' kk' , ;�.00_ ", \ \ ­_ - ."�' % 4 WATER SURFA( \ O _� r\--:."__ - e \1 _Z� .'0 t \ AT NO COST TO THE OWNER. - "�d ."'�' . 0 . % -_ _...."'..' "'. .__1 I \ , '_... \ �&- -- I., 01 , '---, --- % k . _. 'O- > . . 1110 %,,-, i_.__....".' ' " I \ \\ %% - .. . , �11- . - � ��_-' �� "I 1-1 ,-%-----. .- 'IN \ I -"- vk.f---_..- , NINQ Z�l 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE .'e _� -, �. '. '. ­16? '��: .�- 11R" � -1-1 �/ 'bo � __'. � , ­�- �_'_ . 'N' . \ \ 1. *ft% \ �! \ TOP.NOF / �. la, �� ', .- _ I- . N% I '_ "�"%' 1% 1-1.1, .. 1� --------" . IN O' - .e' '/'..' -_�____ ✓ ___ 1, �ik I .!%-t .-,,,\\ ­ \1 of , _ " FLOW INTO THE STRUCTURE. 'f�� el." 11�.^ \ �e � .\ 1-11 1-1 LA \ z . ....-.O- - - - . - I 'I 0 ) .,-. �__' \ \�� . wk�_ IT:!, / ' __' �__. 7 � �-;7 - - .; �-=- - -: 5 -- - 1 q . \ " %'41b, � - �_ - , - , . I-- \ '*V-­�'�'-"' ---,---. _\ \ U / - - , , ' - . J I ' e' \ \ 8 . . I *11 :7, -.-I -_ � � '_1 .%k \ N., __... ..' N. \% kol�. _� , -,% *N'�. 00 _.. .IN _...'_..'__ �.: .­1_'_ I . ___ I .r" ITqI 8 " ,-, " 11 ♦ 1111�'�' %A ;- -� - + 1. N 1! 1. _" ""� ''I, . ___.___1 I ,'..�.__' --(A .- \, 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (lE: END SECTIONS), AND PIPE LENGTHS MAY _-­ . ���:�. a *& --- - I w N - - . - '._ _.. .-. I '. I .'� . I � - - /'I M -mr- ft .,- - - I �\ . _._ - ' ' I" - I J 0 %-a _". ", .- F", e- ", . � \ - %-_ I NIX I ===_UA._ - -1 . _ - . � \ 11-�� N N l � :�' .- . � , REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. I ' " e, �k � . I. ___­ _-__� _ \ � ."", ..;"", ". , , I % _1 Ots '�:��" , "I , I - \ \ '­--, ____11 � il. - - I t ­'�' - ' '�'_ '*' " '. \�� _ � � ,--.--..- . \ 88481 ;� *****'. a 12 Rup @_1_.0dx_____- W . -'Z,.' I � \ ."� 0 'N"'� N. \." '; __;. , '�'�--.000"" , I �. __.' - �� (�F - ' I - '% . '� I -;;.. . , . __... __ __� I - I­`- /I , , , , �;_�" F S . -1. -_ -_ 1� .,----,--,---' �_r".` / . . ._�' 'k '_ . � \ .'__ - - "_ I 1 -_ � �' - N ._' ­_..... -� _� C=) , -I- I/ ' ? _'.- , 1. "_" I---- �� N \ I % It _% � I '__1 '�'� . ,.%.. a" / . 1 A. - � I I I .. + "".1 / ./ ]-%, �.""r_ '_ -, "'. � .' .. % ♦ . \ ", . . - 0 "'�" - ii - I ORION ONSOM 0 .11 , - � � N --,-, "� '� . 1 041�_ 1. , '� 3 :.' sommosome� A 01114 an 11 - - 8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL .1 \ /.-", . ----,,. - \ i '\ 885_ `_ =\ ,e ---:7i-- -1 �_. \ '\ -,- - 1% . - r I I - \ __" 1\ . � \ I 11 I / , ...& 11 . -��- .. i - . - .'� '%. e, �" I '%%%'�-'�- . :"'�� 1 -1-887.75 .,- / r ...-- _,__'� "'_ . e" ..' -11 . . 011 / - '__­ --, I � 11 1. � I I 'N� " %** I I \ :.' -'�__.__ '_----� a, 88KI ' , "-., I 'e- I _" \ I I 9 t I � / I %. a ­', / - .'___� I �' � '. el '.. ;;111 790 1 1 1-1 , __ ."T"', % . \ k I % % '�' %J Z. I i - ... '. PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. ----' " ­7 tr'// .�e - - . \ . \ \ \ \ \ N '%'% --,:*-. ','\ 1%0� NCO, - -,---- \ U) - - '_'.1 - .-- - \ I , _____ - ' I � , N tmooz N - . k \� \ I \ ", -- .'�: w '4-"- go 888.001 � \ � \ I I � \ % .. - iS.Z' .-� \p .:), 0 - __4 )18051 41 ­ -\\ I \11 �' ." . I I �e_ -,"-,- 'I ' \ \ , - \ WN8 'O • U I--,' .-.-" 717 I . \' ..'J'; � **** ,----*, . I I ­.- � --- I I . . ' I •- I-.- . - -, P :1., 1, . � �' I i 1. I 1%, . . __��" , ____11 -------- I------ . -1 ti - ­1 � I 10j" sn *4,V# 1 9. SEE SHEETS 710-714 FOR STORM SEWERAGE SPECIFICATIONS. '_ . ..eI � " . ..� ���� - .' - I I . \ 4 / skQ 91 � 11 � - ........ ,,, - � I ..0 .. I . k I I .-- . 1. I 1%, .� . ..".1 s '\1_11.' �'�� N-I.. __� ____'­ 1.11 is . C\ "I . '% I---- \ _� �11\ \% � \ * TC 1 895. . \ .. N( -� **% I 3.r.) ... . _E DETAIL OS-5 FOR I �­" .--I'- I _,"', N % \ \ .' 1 1# \-.-,.. A �_-.-' I I ==M---"- - �---�* I I �_`e` \ N % - " 1� 'I I I I \ \ \%, ** 4% \ N.'.�--_/ U. ♦ [A Or . 11'1.� $1, % 1_­__._-___� 1100 O' RE AND INCLUDE END SECTIONS. . k I . % � . '*��.' , ,\%\*- IV . N I a % N� N ___ ---,..I- I ,_ I . % X � I I % \ ./ 11 OUTLET STRUCTURE OF I- \ � '\,\ ' 11 ____ I 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE .' �' ' "­_� � I \ '%p 0 **-.* I % _-�'-' 885 I., I., I % I -- Ie' - . \ \ k� /_11 "'.e_1 __­.'N \ I � E�Wl 8R % \ I ,_'. . I ' I I I I \ \ , 1% \ -'. N* 11 - - _____� � *% I \ . I - I I--'-- 000 I 0 1 -_ i ___ - I � I I k "' TC 84.25 I .3�.�W� � .. ­ *000 - _ - . ... ,,:,\ 'r // V1. - POND) DETENTION POND I \ . \ 1. %F\ ww 11 - .. . \ N I I 11 \ \ 11 '. '. - ^ % � \ " I . _Ab, � **., % - - � k - fto.!'... 1�".. -;;40 1 Z-r\ - ... I 11 % \ / , /X I \ ' % .' < il I I cl__'� *% U Ri NORMAL POOL ELEVATION- 888.00 \ .\ 1�1." - "**� � � � � t \ '. 11 1'11� ' _.. . � � -.-,-' V� 11. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISITNG BRICK STRUCTURE MUST 1 9 I k 1. % \' ♦ / \ 6 �-.' � 00 . I . \1 11 �� I It I *. \ \ N' % . -E) . 01 \\ � % \ . 000ov, I.e. , 1 .... 111,111111 .. \ 0 1 e 'il *I-- , - to "_ "*.4 0 BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: . ."."' I 00 YEAR WATER SURFACE ELEVATION- 892.10 0 - ) I I f \. illillillill I I I . N / N.- - - 0 IE 0.50 � I 00 ;011 I _N __ - - - - - _!IMMIrm, .... I I I \ \ 0 , \J � - \. **** \ . . 0.0- 9000 - / __ !�' 1 1`888.0 \ ''I - \ 1. L:; % A81 0 - I C 11 � ______00 '-""' . �% � . = ! . � / . \ -:: I �'... ------ 6111, ,ws- ..--,I,e .' o.f.... I A. REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT. 1<5D \ I \ � \ 11 I TC 1 84A 'Z-�Z'--" ' I - \ 409-00 . I. 'It" TOP OF BANK= 894.25 "\, - \ � �-_ - 1N\� ci% 4 -_:�\ --�-'.--'. ��' \-----" \ ***11�1 ***.* I ..". \ q . I TOP OF RETAINING WALL= 891.00 ' � 1­­ __ C==�� % 1. - . . - I � I %. % III DO vs'�. ___', '050 ---.-.-,-- , I B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') - I . ___ vf- I . 1 \ . \ \ 'r \ . kirs N I ♦ i \\ - i 9 .1 I)----- -Ole.:;0, -.,.-.----- - �_ ­ . . % I __ \ * � tft_�_' � 1%. ". I I V I k \ %k '.� , " 1� e ., I � ----it/ / IE 888.00 0 00 N -\ __"____--�% ' I '�`� \% \ \ � \ " 0 #0 .. I � \'i N \ % I N� - __�' _" \ 11____� "� I I Q82 -, 1\ I- ___ - I DIAMETER BY A MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH . *\ \ �_'; - \ \ \ Rr \ I %.% I .,-;;;_. I's At 1. i_" \ _.J \ � � , .� .---,-' _��� \ - I I \ . I tlll.� % '_ I \ . I,% \ __�-� . ��_ ­e' -.--" ___ - __ - I - V%io i __" . ow � . 'IN " - , .�� am Z�� "I "! 11 11 11 �� 'N i;? \ . \ , ""11110 \ � I - 4x4x1O GUAGE WIRE MESH OVER THE EXTERIIOR OF THE MANHOLE. .' - N lve ---.. � . \ % �. \ % � 4,10% \_ 410-11,0110 __9 -_ \ \' . �." I \ \ 11 - - L; 9 . / I \ \ "a \ \ % ♦ ftftft *MOW ­�_ - 90 wo -e �11. " .- ► ._____ . . \ . \� I / *\ ROOOR'" OORA- Issinvost avismossi novisms OR. son -1 .- , - III, ) C. ONCE THE CORE HAS BEEN MADE,, INSTALL A RUBBER BOOT. .--. - _ 10 .'.--_.;��q I/ -------- . �' '\ .. 1. \ %, � V . I -N. OW11100' I .I,---- �'s - - "..w ." � I I % - '\ . go ""� - i. X. 11. N ll .11, �\. N, " . ".. C* 1:" I N I 1% K %, N "I go . - ' %. " ' \STORAlt,WIN . I IN � 1"*_'J \ \ I 00 �_" . le, I.e, . � \ . \ 1. �-' �. N \ I N. I NORML-POO __� / . I 1 12. TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, • I \ N r..� . i " I -*. / F i, 'I .\ L '\ \ -"� �= .50. 00 0* -I- .1 1. ,e�"' I '. i i -- •-w VU '/ I . I- - - %'. NO .1 \ - . 11 __1 �' . I f y 1-1 I , 30. g OF 12s RCP 0 6.66% \ . -I.,- \'% . + '1� 1. . \ ' A - - '\ A81 i .. "\, -"_'�" _'�_"_�__.� I -1. 'I,/ / WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS *% -1 _N - 2 I �� '% I \% � . I I I I I . \. -2+0 11 / I I I.. \ N \% .. 1­11 � A CURB INLET. ' . 1. 'N I N . \ \ . I-- \ \11, '-, - '* , \. I __ 00* - ' "N --,, I �'o 4-1 11 \ \ \ I . it Z) , \ ... . ­1 \ � ' � 'N . . \ .� . \ \ �� �. 02 i 1 *\7 N . I $14 , � . I I \ . IV \ % I I \ ,\. .1 I _. - I .. '� ; ' ""� \. ­N . \ 1. " .. L.,r .,' -1-1, 'IN% . __ � ; I \ \.' ,%.% X% 26 F 0 . 11 11 7�z�'� \ . \__ � - I I i) ' , , 'J '. '�� t % a. > " ... �. \ .[8 �� - . " I \ � -.--. -.-",, . _U �-"' �'.'\'_ '��- "' x k . \ " , a * %1. ' \ 1 I., ..._1 I * I � I SHOULD THE INTEGRITY OF THE MANHOLE BE COMPOMISED, THE ENTIRE STRUCTURE MUST BE IN . - '� "If p \ x "**� / , 11 1 4 ' / -ft-*-#*-**.Q* \ , " , __' . %\4 RC 0 4 - I ) " __ _N� , , I" . e__ �__ - - ; I I 1i *1 \ .. 0- \ , . 40-411110 . STANDARD MANHOLE STRUCTURE. .% 1114""� 6 C_'� � N , .- I 14 1_. i . *� (.,­ I \ \ \ I - - __ 0 LF�\G_E t5 N\ \% - \ \'-, N ­000111 / i 000 %-.a \111 - Iffl] I 1 T 1 5.63 . I \% \ • 1=11 I , • X � U • % 11 N - Z:�__ - N. " WETLA .-- #00 0, a I p 0 %1. %, .�. •I I \ \ a YLP ' ) \ , ­.- .... . .'. ,,---- --,,-' ..' . .. I ' ----. '.� .. ! , \ % it " �" \ % . \ -_ - " • N N .'� • .­-_ 1 1 - - N., I . IE 1 88 00 _. - ./ z \ 1% .--- --,-' 010 IL I 0 � I 'I 1 13. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING . x A ­ __'___ 1. 1''i I "I I 11� 1� 111. I i I I . - � '-_O­'� \ \ 1-11'... I I., . �. . 4 '._- _­_ . _­�.'___ _4� - '�.. I "� \\1 ", % � '.""."'�' v 0 _t__1I � \ 11 a \ 7 �sl k \ kl 11� , '%vAft . . \ * "" ) " J i ,I I N '-" \ I r % 11Evww11Ev.9*12 . �' .. _w* < __11 CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO -_ \ '% 11 . I I * � a � . "? I 'All . . I \._� . % '.."N , '.... - ­ I .% TC 895.40 , N I I --, .I.I..'.I...", A.,. a � ., a_ , % 11 11 �' " ,' "' .' ___'..0.. ....... � .___�� I 00 CLARIFICATION OR REDESIGN MAY OCCUR. , I.,. %�' \�'. '­�" I., ", I q6j%j . 04 R / \ I . \ .. I'll - ."" 1/� " I ..' \ T- C) 11, \ I U . "", ." , \ .. C) � ._"._ I I . "'t, ______, \ LA �/' 2G,, LIF OF ' 2w , ' I •-1,", ". . _1%. ^%.' TC I 896.On - " 7 k \ *% � N I *1 \ -_ --' ", 0*0 / ov '\ \ , 111. '% ..' Q. % \ 1% �__ .- ) , 9._' t *% . , '-�'� 11 -" ' 1. % \' -_ / .1" 040 I J I . � . I 11 .% �� I M RC 0 2.00% _ 204 ' � \ 1 - '. % , \ ! - I *1' \ . ". *11 I NWI 888. P414 '% (-1______w_ 41RA - 4 \ N. v - \%. - I- - 000 ."a I 1_" '\"-N ... %." N \ %\. ERE 18% �3 1 1 1 \ ­�'_ % 11 - ."I., __%__tq;-- � . .�' 1% \ 1%b .. IN 1.1i . 11 / 11"...'_­ -.---"/ % ..q � I PROFILE LEGEND \ ' , , LA_ . '\ . " , 44w - N.. ." . , , -) (.10 \ 11 � \ 'N \ .'� '. . . \\ ---., \. \ '. v 1/11 \ I/ � . , I (F 11 I ' , \ I I . : '. 11 -_ 4- / . #** I : \ I \ \ N f \ / / iI \ � - N &3 I a / // N I r\- \ '1Z `­ ­­____ __. : ' i , -11 \\ N, ..-r' ;�� � \ "'� - -,.--_-----\ -" I CD - I-, 9 ', 110*1 '.. %\ 040 0#0 , I '___ I *__ 14 ! G i I \ % N" / '% ; ...�_ - . " _"' i t le/ %. 1". ­1111t ( PROPOSED " "* ... ,-,)- . I - " 40100 . I __� k ill 1..,_ -.-.---, _.'­.- '.'��_.. '� N, / ,*% I I\ _. _'_r)'q__. N�' - . _' - w -'.1%. V_ ,--,.-I ,-.--. ?L�' \ 111%, ; I- I I 1-1 � . ) I EXISTING a - - / lir . ' IL I 0 1. I 11 / I , A \ I 0 � ..' .I- '�.. '.' . . N .? . - PROPO . --- --- 1, ! \ I -�-­_'r"_.:---A I 000 "'..' .1-111' I w ; - I : * I , . . V I I 't 'I - 1� e - I . � I I 1, L,- - 1.� .----'- \. - \ I., % . _­ / GROUND ! ; \." 1, ,---- 11� I . ♦ � 11 A8 . ' I J � I GRADE 1) s "I ;::� .,--. ( \� I ..'e" .." . � ! I - \ i I -­__ -_ - ..' � ' ; i .-----,-3j 1 / P' 71 1 : I � o. '. - / I 11 "-�- ) CA '-.1 ".O ". .,> \ I I \ N . .-,--- ­10--.." 000 � .." / 44 0, 11 , I - - - __ 11 \ 1� I- \ \ .NI- Im .'. 11 . --- ; t I I I ( 11 -- I / I., k .e'.1 - 'I-,' \ \ 1, \ \ 1 I / . - .�� TC 1 888.061 / / 0) 0* . 1-i AU%71ki N'� + . ( . \ \ J-1k ' -_ . ..--. ­.­- ­­_ ­ I—— I � _..__...__^ I \ r I , I'- .' . .' " I I k J, _*' il - 1 . 1 905 1 -1. "Ix I C/o I I .0--- ,I . '. 0 . i ' t - - \ I - I / _ ee, , . Az _�___" 905 6 �• I - I " I - \ " I\N, \ I I ­- O­ 'I 11 / I � \ )I ­_ \ 1% i I � 11111? ... I : 1 Z91 1 11 -) I I 11% \ ._� 0-1* / ; 1. . ; 1. � 01 . % f- k - ;1 k, I ­_ 040 J. 1. I i 1. / % I � ----. )/ \ 1, \ N 11, \ I/ I i � . . \. �' I , \ . 9 . % . .. I., % 4 � - r;- _) . ;'O� I I : ; % I­- . 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WISEMAN, PE OualiN A=vnnnp__ TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' IL A Sheet C709 Date 01-03 -06 Project Number 050394 -20000 O O 0 z � 0� Cr UU o > LLJ Q q °a oo N CE RT 1 BY: •.s��o .••......•. sF'�. e PE10504920 ; STATE OF 0 0 '''oo sal � 01� L-a Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE OualiN A=vnnnp__ TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' IL A Sheet C709 Date 01-03 -06 Project Number 050394 -20000 U. t2UU51 U5U394 %2000U1cdd\LIIUACdslGIIU.dwg, 1/ 12UU6 9.18.34 PM, ppWuii, 1:1 • OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE of TAE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF TIDE HAMILTON COUNTY SURVEYOR ' (4) ENCRAYFO FI 'CLASS 358' 'ASTM A-48' � t i TYPE '8' RECESSED POCKETS s t srr DIA. 3/8' [10mrn] ' (411' C25mm3 0IA A AN BOLT HOLES ON A 33' C838 mm7 DIA. B.C. AAO. 24 1/8' [613mm] /x ti a � � ENGRAVED LET scn a 23 3/16 Li ❑ 1/2' RAD. a a o FS—T O RM ❑ - � � � � � � • 3/4' t19ma�1 RAD. (2)CONCEALED PICKHOLES cn d RAISED 1/181 Qwm3 IN�T AREA RECESSED c a 1H8�+ APART, PER NF-22642 °� ❑ ❑ ❑ D ❑ ❑ """ � �'�• . ea •--� 118' E3m4 o 000 ❑ ❑ ❑ 5�� N .� SEE LOGO DETAn. RAISED 1/8' t3m4 013=1 HIGH RAISED LETTERS E i 1/2'»1 i us•- -i �' �-3r4• I—V im 8• �Y�t a� m 20 1/2' t521mm} C3 SEWER ❑ .�._. 1 1' E25mml Q NO 2 5/8 RAC, 20 25' E635mm1 to j DR�ixsDUMP NG ❑❑❑ ❑D oXA xAY cn y DUb{PING x 35 7/16':90&=3 ! DRAINS TO XATERXAY •• _ iw c� ! RAISED LETT j 21 t51MMI RAISE[) LETTERS FLIJSH *? TOP SURFACE OF LID a 1 L25mrm�_RAp. `� t2' E305=1 U Z LOGO DE TAIL W � N � U � � Z il? 81'EN PIt3CHQt,E `MADE IN USa N 23 1 /8' [587mm] o • '� t,`!1�• 6 1/2' --- 24't618mm] w Q ? O Q • r 3' I6 1/6'(412=1 ' •••• ---• 20 1 /2't52Sma,l 11/2' RAQ, 4 7/8' )_- — p,,, Z L163mm7 1/2 [13mrn1 � t124c�m1 U � W Q ~ (76ram] 3 � t38a� � Z U � � 0�.. I 17/8* C48naa7 [76axn] N 3/41 _ .. O t� Z i + FULL M US (3)1' C25 a CO Uq=1 x— Q Q Q — QUJJJF - C� t rr 014 A 29 5/8' 52mma B.C. '' 1 /2'ti3mm] I i �� ' M.t• —.,_ q, a 11/4' [32=1 27 8/8 C702mm7 ^ 1 3/4 R tamm3 • i 0 L- - I --ft now . eo ' 26 1/e' 1664=3 Its=) n a `� I 11/4' t32mml 00 . i 26 [660mA1l '� a 24 1/8' E613mm3 . •• 15 /8'01mml S 1 5/16' TYP. -+•� �+- ore 23• C584aval S 3/4 1146�mml 1 fimml t. e � tt r~ O 33' :838=3 DIA. B.C. •�-- 21' [534mm) � I M F� ' 20 1/2' 1521mml �t i _ 11/16 [litnm; d- � .� 11/16' E17MMI 1/2• t13Eam1 N �"'�' CO , N �.. t° -- --=-�• � t 23 3/4' Cfis33mm7 .., 7/8 C22mta1 0 Ill- 00 ' ANCHOR HOLE DETAIL x 3, • � FULL SCALE 4 rtq� ..... � 3a 7/16' C900msn7 � � • t 7/8• t46mm1 7/8 t2?.aar�l Q r1 � \.(3) STACKING LUGS `�' 20 3/4 [627aunl 4 3/4' 2't6lr�rn? LONG X N' tiZlma� O Q • Z �— Q i- I'MM]WIDE - co. 23 1/8 ts387mxn1 .� n n 24 1/6' E613mml 1 1/2 [38mmI ~' ' -- U 1' C26rnm7 c N Q X 1/2' t13mrn) 28 1/2' E724mml 25 9/i6' t650mm] Q — < Q Of 0 n LL- 35 7/e' E911mm1 i 34' 064mrml U co N (� 0 � Q Cs� ® ` 1 1/8' TYP. 1' TYP. i PICKHOLE QETAIL r� z � EKJARTF.fi SCALE c►� Q � W REFER T4 SHEET CT -5 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [ME REFER 30 SHEET CT -4 z � METRIC]. NOTEs ALL DIMENSIONS SHOWN ARE IN ENGLISH AND z N' E E N A H 3010 MATERIAL: CAST GRAY IRAN ASTM A-48, CLASS 3sa [METRIC] I� MOTET ALL QiMENSIaFls AR>: SHOwN tN �ra.1sH Atip R�7RIC). NOTE: ALL DIMENSIONS SHOWN ARE Ztd ENGLISH MATERIALS CAST GRAY IRON ASTM A -46 CLASS MATERIAL, CAST GRAY IRON ASTM A-a9, CLASS 358 FINISH NO PAINT , SS 358 44Ai�ERIAL� CAST CRAY IRON �sn4 A-48, t�s �a FINISH: NO PAINT - FINIA NOT PAINIEO EAST JORDAN 7010 FINISH: 8 PAINT WEIGHTS 82M ViiCHT& ►aaHtz • iaa•, t.lo - 1246 WEIGHTS 118" WAS 2015 T17 W IGHTs APPROX.187 . * Or approved by Hamilton County Surveyor's Office (DRAWING * Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) * Or approved by Hamilton County Surveyor's office (DRAWING NOT TO SCALE), Or approved b Hamilton Count Surveyor's • NOT TO SCALES P Y y qor a Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S H OF��CE HA��LTON c0 �.� LEON COUNTY SURVEYOR s of . LINTY FICE OFFICE " MAN HOLE SLOTTED GRATE A.ND FRAME CASTING REVISED: 11/16/2004 FRAME 4 SIDED r� ;.l.;v r Cdr Oi MANHOLF/ SOLID D CASTING REVISED: 11/16/2004 SEAT REVISED: It /16/2004 11/2 a t; I U S OPEN C U R B B O REVISED: 11/16/2004 - ;. F ; Cd STANDARD PLAN STANDARD PLAN- �fi ; ;`z -Y? Cn STANDARD .. �. • STANDARD � PLAN � � . RD PLAN �.. T,,: _y < �'; ,� APPROVED L4F;�;� a APP.ROVED� � W 14���5 APPROVED• .� � ._.._... APPROVED: - DATE _ KENT C. WARD, HA LION COUNTY SURVEYOR DATE KENTON . W D HA�iiLTON DATE C �. CoUr�TY SURVEYOR C T KENTO C. WAR , HAMILTON COUNTY SURVEYOR DATE CT-5 ---------- KENT C. WARD. AI�dILTON COUNTY SiJRVEYOR jA t Q O . o • to U OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE HAMILTON � OF THE HAMILTON COUNTY SURVEYOR OFFICE of THE -- COUNTY SURVEYOR -� -0 �o �co 7/16' illmm] W M � 0� 11 /Ifi E17a�mI 1' t25mm7 HIGH LETTERS .... LU d- J a� z 0 P .__ 3/4' I19omI RICH LETTERS 0 } O > 0000000 y'� = - 1) R U09, AS 1 i/4' `�LU W � O O ❑ ❑ o ❑ ❑ ❑ 25 3/8• C645=1 R •� '" ❑ E 32mm] � M 11 Ll 23 7/8' EQGMM] (SEE DETAIL) Q W Q � 23 112 t897rnm] No DUMPING • �: 1 1/4' t32��a ❑ o ❑ ❑ 1:113 ❑ 4 1/2' [i 4m�n) 3/4' [19mm3 23 7/ ' 8/40 DRAINS TO VATESXAY 1 8 t686mra] tl9ntt� 110 ❑❑❑ j � I ) CO I [ Z v-4 � � •� -- - '� 11/4" [32rnm1 TYP. • 0 --- o � a 41/21 t1tBm�al , ~ E ,anal 2 118' ts34ram7 f '� a• N w 27 7/8' [708�aa�] FRAME � 26 3/8' E670mml FRAME 28 7/8' x 26 7/8' 26't660axeal GRATE n �• 219/16" t546mai7 � v [683* m x 683a m] --�- w 2W Wasmm] DIRECTION OF FLt]lli ` r' N th 28 7/16 x 28 7/16' DEPRESSED A « C672MM x 872rn7 �„� ^ 36 # E%4mm] r i M r-, t Z3 u E E _. .24 7/8• X 24 VIP �"�"�'�"""' 27 T/ • Vim• 3/80 t63?am X 632nm7 8 t708mm1 m] U11MM) •.• .,,� ,a, ,., �—•- .�. 26 3/8' t678m►n7 T [61mm] 23/4' C7tscom In ~�-� et• C IFIED BY: 24' X 24' Q618mm X e10,naJ 2s t660m ] u . 7• [17&vml TYP. T 25' [635mm3 .•. 1h t608mr� X 6A?.+ara) 27 V4 [642rnml ra � «., T 6w�' 2 1/2 EG4mm) 29 3/4 t7 a►I .L 36' E9140m) TYP. x )V�Ui 10. t 40 2 1/4 v�. �� '••G�STFR ••. 2l t88�322 x 9a,n1 [67mm] ' Q� FO r w G o � � f I' 21' C533mm] i' a Q) .. � 26 1l1t3' X 26 1/16• � 26 1/8 C664r.�m) � f 25mm3 N E25=3 ; PE1050492 h [68Ta►rn X 682Mn�] 27 1/4' [692mml ,,.� . U r STATE OF � 38 t966mm1 , • • • . • �Cr 32 3/4 X 32 3/4 [832== X 832min3 x V I� �� •. g� NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH Ai�10 [METRIC]. N vai ��j FREE OPEN AREA 278 SGUARE INCHES •+ V� * This casting to be used when curb flow comes from both directions MATERIALS CAST GRAY IRON ASTM A -48, CLASS 358 x FINISH: NO PAINT w Drawn 8y: NOTEt ALL DIMENSIONS SHOWN ARE IN ENGLISH AND WEIGHT: 200* to .x SARA E. FARNY El LMETRIC3 E J ' MOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND :METRIC] NOTES ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] MEETS AASHTO M•-386 PFi00P LOAD REGIUIREMENTS. MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B MATERIAL) CAST GRAY IRON ASTM A-48, CLASS 35S MATERIALS CAST GRAY IRON ASTM A -48, CLASS 358 NEENAH Checked By: 4342 � FINISH: NO PAINT � * FINISHe NO PAINT * FINISH: NO PAINT CHRIS M. WISEMAN, PE WEIGHTS FRAME 138 � GRATE 138 WEIGHT: FRAME 2140* GRATE 177 WEIGHTS FRAME 211+x: GRATE 156* EAST. JORDAN . 6489N * Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) # Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) * Or approved by Hamilton Count Survte or's Office (DRAWING NOT TO SCALE) * Or roved b Hamilton t Quality Assurance: Y Y PP y 1 ton County Surveyor's Office (DRAWING NOT To SCALE) TOM SCHELLENBERGER HAMILTON COUNTY SURVEYDR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE HA.��LriO � r m r T r_ SURVE-YOR-F3 N COUNTY S �J RY E Y O S OF FI C 11 tLIAI iJ 1 O ff, CO N Scale: PARKIN LOT INLET CASTING REVISED; ._.1111./20 CURB BI-PIRECTIONAL CASTING • REVISED: 11/16/2004 -p INLET 0 Scale: I = NA CURB INLET C A. S T I N G REVISED: 11/16/2U04 BEE V E C 21/1:/2004 REVISED STANDARD PLAN STANDARD PLAN Sheet }os' APPROVED: /F�S� STANDARD PLAN STANDARD PLAN APPROVED APPROVED: )4�-•� 6, r APPROVED: a DATE � S KENTO C. ARD HAMILTON COUNTY SURVEYOR DATE CT-6 KEN N C. WA , HAMILTON COUNTY SURVEYOR T KENTO C. WARD, Ah1ILTON COUNTY SURVEYOR DATE CT-8 KENTON C. RD, HAMILTON COUNTY ATE TY SURVEYOR CT-10 710 • Date 01-03 -05 Project Number 050394 -20000 --- - --- NEENAH 1.642 or 1772 EAST JORDAN 1O5OZ1 1,045 NEENAH 3405 EAST JORDAN' S25Q NEENAH 201.5 EAST JORDAN EAST JORDAN 1O5OZ1 M1. NEENAH 3501 -L2 EAST JORDAN 7495�M4 NEENAH 3501 -TL or TR EAST JORDAN' '7495 -M� or M1. NEENAH � 3010 EAST JORDAN � 7010 OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE * PIPES NO LARGER THAN 18" CAN HE USED IN THE 2' SIDE OF THIS BOX. **INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ***SPECIAL NOTE STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL HE A M.H.OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL, NOTE COUNTY MAY REQUIRE STEPS TO 8E INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SUR-VEYOR'S OFFICE ftEViSED� I ��B £002 STANDARD PLAN . APPROVED � D-18 KENTON C. D, HAMILTON AUNTY SURVEYOR D E PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROGS T/C PIPES WILL •R -3601N & Tfi INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 *�s DESIGN NO YES YES APPROVAL 12 TO 21 30 X 30. + ++ RESIGN NO YES YES APPROVAL 18 TO 21 }�H /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 38. OR *++ DESIGN NO NO YES 38 X 36 APPROVAL 12 TO 24 38 X 36 +•• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN *•• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER EdH /BOX DESIGN YESt+ YES YES APPROVAL PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING siZE LESS THAN 48" GREATER THAN QUALITY of REQUIRED CASTING •35oi TL IINCHES) FROM T/C TO 48" 'FROM T/C PIPES WILL •R -3601N & TR INVERT TO INVERT REQUIRE tINCHES� SPECIAL DESIGN 12 TO 18 24 X 24 * ;* DESIGN NO YES YES APPROVAL 12 TO 21 30 X� 30 . * ** DESIGN NO YES YES APPROVAL 18 TO 21 HH /BOX DESIGN YES YES YES APPROVAL 21 TO 2T 24 X 36* OR * ** DESIGN NO N0 YES 38 X 36 APPROVAL 12 T4 24 36 X 36 * ** DESIGN NO YES YES APPROVAL • 24 OR LARGER DESIGN * *► DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER t�H /BOX DESIGN YES ** YES YES APPROVAL . OFFICE: OF THE.. FiAMILT.ON COUNTY'-SURVE-YOR-, UNDERWATER DISCHARGE-.' .NOT 'ALLOWED . '. •-HYDROSEEDED &.-MULCH OR C. . ' • • •SEED � 5150 $L•AN.KIr.T•• AS• 'SP9CIFIED • . - ' . ' ' . . • • :• . •• .. " 5"•cMIN.) . .SAFETY LEDGE - • 4 •• • .3! (MIN.) - SODDED AREA • - (CROSS - HATCH•ED) • . .. END SECTI49. • R.C.P. STORM *SEWER • NORMAL FOOL • ' PRECAST END SECTION 2, MAX, REQUIRES ANCHOR: ;., ;•j .. . • - • SEE ANCHOR DETAIL :.: oPTIQNS • FoR END SECTIONS � " • " w` - MEmAL: REQUIRES TOE PLATE ' ' • • -PRECAST: SHOWN all • -GONG -BETE SL4PEWALL GABI4N RIP -RAP z; -CONCRETE HhADWALL BLANKET OR v; NOTCH RIP -RAP INTO . RENO MATTRESS w! SLOPE AS SHOWN " • A� OR USE RENO MATTRESS • SLOPE • . all •. � SODDED SLOPE � AREA (CROSS- HATCHED) R:C.P. STORM SEWER � s-;^ ;' ^ STEEL F , �• o� ' • H NUTS 0( w�♦ J z � 0 •� " • • � WASHERS • o • • . • TOP VIEW 'OUT .LET L 1 D 'LAKE CROS'S-'SECTIO OPTION .-'2 (I3RAWING NOT TO SCALE) . H-AM-IL'T.-ON C-OU SU-.RVEY*0-R`S -mm • REVISED I JAN 2000 • •. - • S T "A "N•D A R D• PLAN . A.PPRUVE'D: • 4J44oa . � lam' • • • . . '-• . KENTON -C. W" D. HAMILTQ COUNTY SURVEYOR. • .DATE D -" • " : ' .. ........_... .. _ ..... .... ... ...-. .-. . ...,.,.,,. v« i. w+ nwdoo ,f.f:.tiraww.+,..o..•+..., ...._. -. .. _ _ (' � OFFICE OF THE HAMILTON COUNTY SURVEYOR . EXISTING GRADE---- - �rw.... �� ~ � + ; III � + +�wi► f t ++...� �..rr.ww• +`�w..wA� +• ♦ .) 1 .14x11, �r..rrr..rw �.wrw� I ~ "~ '~r PROPOSED GRADE UNDERCUT SWALE BY 0.2' � - --�- -� T0+ ALLOW FOR FUTURE ---%- flo orl Tq,i maw SILTING' '--�•- UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN Z'. SLOPE EXISTING GRADE MINIMUM 0.51. 'GRADIENT. ��00 SEE DEVELOPMENT PLAN FOR SIZES (8" MINIMUM) AND INVERT ELEVATIONS, 1 • �..�.. r.w....w r�r•w�..w ...mow• �+• 1 • ~ � ��+.��. �• +w....� irww �....�...... .w�w.w .�......... �r.ww • �`� :r ".••.►w�rw � ..•...M••"rO PR 1� � • � ' r.�.r _ OPOSED GRADE �1 0 ' ' � � � UNDERCUT SWALE 1�� HY 0.2' - � ( P,0j O TO ALLOW FOR FUTURE SILTING C) 08 GRAVEL 0 00 Z* x 000e E-0 O �w 3' TYPICAL SWALE DETAIL (IDRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE AEVI3ED: 1 FEB 2002 STANDARD o 'PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH PLAN APPROVED KENTON C. WARD, AMILTON COU TY SURVEYOR D TE D -16 U.0 UU� \0!)039- 1120UUUtc.aUlLnyrlC;d OFFICE -4,F THE *HAMIZTGN CO-U. N T Y ,6'' STEEL. FENCE .t "T „1 POST NOTE EXTENSIOK TO 13t SECURED TO STEEL POST'. IN 2 LOCATIONS ” ' CAP & TAPE TEMPORARY EXTENSION ABOVE GROUND • . TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS' TO BE MEASURED FROM BACK OF CVRB. z EXTENSION SECURED IF EXTENSION IS NOT CTTILIZED, IT IS TO HE TO STEEL PAST CAPPED BELOW GROUND LEVEL: PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED 18„ . GRADE ON CURB. (SEE CURB STAMP DETAIL) / r t • O Od o "8 WASHED GRAVEL . OR ,CLASS „A" . WASHED STONE • REDUCING T REQUIRED MINIMUM SLOPE 0.30 % --p + A . 0 0 MINIMUM 4" SSD 3" .MIN. ' 12" MIN. 18" MAX. MINIMUM 6" SUB SURFACE DRAIN D -PIPE DIAMETER T'YPIC-A-L SSD LATERAL.-' TO TNDTVI.DUAL LO-TS- ALO.NG' .STREETS (DRAWING' NOT TO SCALE) HAMILTON COUNT-Y__'-SU-RV-Ey*0'R-.S �. OFF-1-C-E'.- REVISED: i JAN 2000 STANDARD PLAN APPROVED �JAtit Qo. KENTO C. WARD, H 1LTON COUNTY SURVEYOR ,RATE • SS-D— .OFFICE O*F THE HAMILTON .-COUNTY ­SUR.VEY_OR'. LAKE CRaSS- SECTIONS OPTION 2 EASEMENT L � 16' MIN. 100 . YEAR ' 2' FREEBOARD MIN. . 1 VARIES NORMAL POOL EMERGENCY 4 . SPILLWAY 2' MAX. AT 100 YEAR �'—%J 8' bdIN. 10' MIN. 3 USE OUTLET OPTION 2 ' (DR.AWING NOT TO SCALE) HAMILTON COUNTY SURVEYORS OFFICE. . REVISED 1 JAN 2000 STANDARD PLAN APPROVED. A4oa ' KENT C. WARD, MILTON COUNTY SURVEYOR '. DATE D' ►'y — SIC; 111 (; / 1;S.dwy, 111/2006 9.23.36 PM, 1:1 a) 0 0 0 N 0 0 C J f— W D W W Cn O w x w � �z w z F-- w = cn Z wWQc� Z o o y�„ � Dzwz�a•¢- �U Z U � 03 � wcn �cn UJG�C.]OZ Q Q Q �¢Y (_n Q 00 Lo i N `— d- ��pp•N Q ^� OQ(� a� � •� u U QzX@ NOf� t7 i� Q co � �zN i Q114- w o00 �2 ad CIO O O O � N C3 � o '� z 1�10 ¢qaa C D BY: M v STATE OF � tCc� 11!k 19 tt-1 i '�s. Drawn By: SARA E. FARNY, E! Checked By: CHRIS M. WlSEMAN, PE vudliry Assurance: TOM SCHELLENBERGER Scale: 711 0 Scale: 1' = NAB Sheet Date 01 -03-05 Project Number 050394 -20000 OF�'ICE 4F T.1`10E* ' H�AMII; �' O�N: C0TJNT 'Y���.:SI��RV:EY'�R'... .: .. .. S T'AN�DAR�D � :F'OR S A�N�T�R�Y° �� SE�ERS B*E I N,-G'*. .0 0 N*- WITHIN. REGULATED 'DRAINAGE' E OF $ANK OPEN DITCH T01' OF BANK 15' MINIMUM DISTANCE 30' MINIMUM DISTANCE SANITARY SEWER LINE MANHOLE gANITAftY SEWER LINE ' REGULATED DRAIN TILE ------------ -------------- - - - - -- ---==--------------- - - - - -- •(CENTERLINE) = - - - -- � DATE • M — 15' MINIMUM DISTANCE SANITARY SEWER LINE • MANHOLE A SANITARY SEWER MANHOLE CANNOT BE LOCATED ANY CLOSER THAN 30 FEET, FROM THV-TaP OF HANK OF AN OPEN DITCH. OR • 15 FEET FROM THE CENTERLINE OF 'A REGULATED D &AIN - TILE. THE ACTUAL SANITARY SEWER PIFE CANNOT BE LOCATED ANY CLOSER -THAN 16 FEET FROM THE THE TOP OF BANK OF AN OPEN DITCH. OR FROM THE CENTERLINE 'OF A REGULATED- DRAIN TILE. DEEPER INSTALLATIONS OF SANITARY SEWERS MAY REQUIRE GREATER DISTANCE BETWEEN• DRAIN AND SANITARY 'SEWER MANHOLE OR PIPE. (DRAWING HOT TO SCALE) HAMILTON ' COUNTY -SURVEYOR `S *O'FFIC'E • REVISED: 1 JAN 2000 STANDARD PLAN APPROVED �! 'A�•�c�o KENTO C. WARD, AMILTON COUNTY SURVEYOR- OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE * PIPES NO LARGER THAN 18" CAN HE USED IN THE 2' SIDE OF THIS BOX. **INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ***SPECIAL NOTE STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL HE A M.H.OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL, NOTE COUNTY MAY REQUIRE STEPS TO 8E INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SUR-VEYOR'S OFFICE ftEViSED� I ��B £002 STANDARD PLAN . APPROVED � D-18 KENTON C. D, HAMILTON AUNTY SURVEYOR D E PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROGS T/C PIPES WILL •R -3601N & Tfi INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 *�s DESIGN NO YES YES APPROVAL 12 TO 21 30 X 30. + ++ RESIGN NO YES YES APPROVAL 18 TO 21 }�H /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 38. OR *++ DESIGN NO NO YES 38 X 36 APPROVAL 12 TO 24 38 X 36 +•• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN *•• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER EdH /BOX DESIGN YESt+ YES YES APPROVAL PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING siZE LESS THAN 48" GREATER THAN QUALITY of REQUIRED CASTING •35oi TL IINCHES) FROM T/C TO 48" 'FROM T/C PIPES WILL •R -3601N & TR INVERT TO INVERT REQUIRE tINCHES� SPECIAL DESIGN 12 TO 18 24 X 24 * ;* DESIGN NO YES YES APPROVAL 12 TO 21 30 X� 30 . * ** DESIGN NO YES YES APPROVAL 18 TO 21 HH /BOX DESIGN YES YES YES APPROVAL 21 TO 2T 24 X 36* OR * ** DESIGN NO N0 YES 38 X 36 APPROVAL 12 T4 24 36 X 36 * ** DESIGN NO YES YES APPROVAL • 24 OR LARGER DESIGN * *► DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER t�H /BOX DESIGN YES ** YES YES APPROVAL . OFFICE: OF THE.. FiAMILT.ON COUNTY'-SURVE-YOR-, UNDERWATER DISCHARGE-.' .NOT 'ALLOWED . '. •-HYDROSEEDED &.-MULCH OR C. . ' • • •SEED � 5150 $L•AN.KIr.T•• AS• 'SP9CIFIED • . - ' . ' ' . . • • :• . •• .. " 5"•cMIN.) . .SAFETY LEDGE - • 4 •• • .3! (MIN.) - SODDED AREA • - (CROSS - HATCH•ED) • . .. END SECTI49. • R.C.P. STORM *SEWER • NORMAL FOOL • ' PRECAST END SECTION 2, MAX, REQUIRES ANCHOR: ;., ;•j .. . • - • SEE ANCHOR DETAIL :.: oPTIQNS • FoR END SECTIONS � " • " w` - MEmAL: REQUIRES TOE PLATE ' ' • • -PRECAST: SHOWN all • -GONG -BETE SL4PEWALL GABI4N RIP -RAP z; -CONCRETE HhADWALL BLANKET OR v; NOTCH RIP -RAP INTO . RENO MATTRESS w! SLOPE AS SHOWN " • A� OR USE RENO MATTRESS • SLOPE • . all •. � SODDED SLOPE � AREA (CROSS- HATCHED) R:C.P. STORM SEWER � s-;^ ;' ^ STEEL F , �• o� ' • H NUTS 0( w�♦ J z � 0 •� " • • � WASHERS • o • • . • TOP VIEW 'OUT .LET L 1 D 'LAKE CROS'S-'SECTIO OPTION .-'2 (I3RAWING NOT TO SCALE) . H-AM-IL'T.-ON C-OU SU-.RVEY*0-R`S -mm • REVISED I JAN 2000 • •. - • S T "A "N•D A R D• PLAN . A.PPRUVE'D: • 4J44oa . � lam' • • • . . '-• . KENTON -C. W" D. HAMILTQ COUNTY SURVEYOR. • .DATE D -" • " : ' .. ........_... .. _ ..... .... ... ...-. .-. . ...,.,.,,. v« i. w+ nwdoo ,f.f:.tiraww.+,..o..•+..., ...._. -. .. _ _ (' � OFFICE OF THE HAMILTON COUNTY SURVEYOR . EXISTING GRADE---- - �rw.... �� ~ � + ; III � + +�wi► f t ++...� �..rr.ww• +`�w..wA� +• ♦ .) 1 .14x11, �r..rrr..rw �.wrw� I ~ "~ '~r PROPOSED GRADE UNDERCUT SWALE BY 0.2' � - --�- -� T0+ ALLOW FOR FUTURE ---%- flo orl Tq,i maw SILTING' '--�•- UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN Z'. SLOPE EXISTING GRADE MINIMUM 0.51. 'GRADIENT. ��00 SEE DEVELOPMENT PLAN FOR SIZES (8" MINIMUM) AND INVERT ELEVATIONS, 1 • �..�.. r.w....w r�r•w�..w ...mow• �+• 1 • ~ � ��+.��. �• +w....� irww �....�...... .w�w.w .�......... �r.ww • �`� :r ".••.►w�rw � ..•...M••"rO PR 1� � • � ' r.�.r _ OPOSED GRADE �1 0 ' ' � � � UNDERCUT SWALE 1�� HY 0.2' - � ( P,0j O TO ALLOW FOR FUTURE SILTING C) 08 GRAVEL 0 00 Z* x 000e E-0 O �w 3' TYPICAL SWALE DETAIL (IDRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE AEVI3ED: 1 FEB 2002 STANDARD o 'PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH PLAN APPROVED KENTON C. WARD, AMILTON COU TY SURVEYOR D TE D -16 U.0 UU� \0!)039- 1120UUUtc.aUlLnyrlC;d OFFICE -4,F THE *HAMIZTGN CO-U. N T Y ,6'' STEEL. FENCE .t "T „1 POST NOTE EXTENSIOK TO 13t SECURED TO STEEL POST'. IN 2 LOCATIONS ” ' CAP & TAPE TEMPORARY EXTENSION ABOVE GROUND • . TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS' TO BE MEASURED FROM BACK OF CVRB. z EXTENSION SECURED IF EXTENSION IS NOT CTTILIZED, IT IS TO HE TO STEEL PAST CAPPED BELOW GROUND LEVEL: PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED 18„ . GRADE ON CURB. (SEE CURB STAMP DETAIL) / r t • O Od o "8 WASHED GRAVEL . OR ,CLASS „A" . WASHED STONE • REDUCING T REQUIRED MINIMUM SLOPE 0.30 % --p + A . 0 0 MINIMUM 4" SSD 3" .MIN. ' 12" MIN. 18" MAX. MINIMUM 6" SUB SURFACE DRAIN D -PIPE DIAMETER T'YPIC-A-L SSD LATERAL.-' TO TNDTVI.DUAL LO-TS- ALO.NG' .STREETS (DRAWING' NOT TO SCALE) HAMILTON COUNT-Y__'-SU-RV-Ey*0'R-.S �. OFF-1-C-E'.- REVISED: i JAN 2000 STANDARD PLAN APPROVED �JAtit Qo. KENTO C. WARD, H 1LTON COUNTY SURVEYOR ,RATE • SS-D— .OFFICE O*F THE HAMILTON .-COUNTY ­SUR.VEY_OR'. LAKE CRaSS- SECTIONS OPTION 2 EASEMENT L � 16' MIN. 100 . YEAR ' 2' FREEBOARD MIN. . 1 VARIES NORMAL POOL EMERGENCY 4 . SPILLWAY 2' MAX. AT 100 YEAR �'—%J 8' bdIN. 10' MIN. 3 USE OUTLET OPTION 2 ' (DR.AWING NOT TO SCALE) HAMILTON COUNTY SURVEYORS OFFICE. . REVISED 1 JAN 2000 STANDARD PLAN APPROVED. A4oa ' KENT C. WARD, MILTON COUNTY SURVEYOR '. DATE D' ►'y — SIC; 111 (; / 1;S.dwy, 111/2006 9.23.36 PM, 1:1 a) 0 0 0 N 0 0 C J f— W D W W Cn O w x w � �z w z F-- w = cn Z wWQc� Z o o y�„ � Dzwz�a•¢- �U Z U � 03 � wcn �cn UJG�C.]OZ Q Q Q �¢Y (_n Q 00 Lo i N `— d- ��pp•N Q ^� OQ(� a� � •� u U QzX@ NOf� t7 i� Q co � �zN i Q114- w o00 �2 ad CIO O O O � N C3 � o '� z 1�10 ¢qaa C D BY: M v STATE OF � tCc� 11!k 19 tt-1 i '�s. Drawn By: SARA E. FARNY, E! Checked By: CHRIS M. WlSEMAN, PE vudliry Assurance: TOM SCHELLENBERGER Scale: 711 0 Scale: 1' = NAB Sheet Date 01 -03-05 Project Number 050394 -20000 � DATE • M — SURVEYOR D E PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROGS T/C PIPES WILL •R -3601N & Tfi INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 *�s DESIGN NO YES YES APPROVAL 12 TO 21 30 X 30. + ++ RESIGN NO YES YES APPROVAL 18 TO 21 }�H /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 38. OR *++ DESIGN NO NO YES 38 X 36 APPROVAL 12 TO 24 38 X 36 +•• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN *•• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER EdH /BOX DESIGN YESt+ YES YES APPROVAL PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING siZE LESS THAN 48" GREATER THAN QUALITY of REQUIRED CASTING •35oi TL IINCHES) FROM T/C TO 48" 'FROM T/C PIPES WILL •R -3601N & TR INVERT TO INVERT REQUIRE tINCHES� SPECIAL DESIGN 12 TO 18 24 X 24 * ;* DESIGN NO YES YES APPROVAL 12 TO 21 30 X� 30 . * ** DESIGN NO YES YES APPROVAL 18 TO 21 HH /BOX DESIGN YES YES YES APPROVAL 21 TO 2T 24 X 36* OR * ** DESIGN NO N0 YES 38 X 36 APPROVAL 12 T4 24 36 X 36 * ** DESIGN NO YES YES APPROVAL • 24 OR LARGER DESIGN * *► DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER t�H /BOX DESIGN YES ** YES YES APPROVAL . OFFICE: OF THE.. FiAMILT.ON COUNTY'-SURVE-YOR-, UNDERWATER DISCHARGE-.' .NOT 'ALLOWED . '. •-HYDROSEEDED &.-MULCH OR C. . ' • • •SEED � 5150 $L•AN.KIr.T•• AS• 'SP9CIFIED • . - ' . ' ' . . • • :• . •• .. " 5"•cMIN.) . .SAFETY LEDGE - • 4 •• • .3! (MIN.) - SODDED AREA • - (CROSS - HATCH•ED) • . .. END SECTI49. • R.C.P. STORM *SEWER • NORMAL FOOL • ' PRECAST END SECTION 2, MAX, REQUIRES ANCHOR: ;., ;•j .. . • - • SEE ANCHOR DETAIL :.: oPTIQNS • FoR END SECTIONS � " • " w` - MEmAL: REQUIRES TOE PLATE ' ' • • -PRECAST: SHOWN all • -GONG -BETE SL4PEWALL GABI4N RIP -RAP z; -CONCRETE HhADWALL BLANKET OR v; NOTCH RIP -RAP INTO . RENO MATTRESS w! SLOPE AS SHOWN " • A� OR USE RENO MATTRESS • SLOPE • . all •. � SODDED SLOPE � AREA (CROSS- HATCHED) R:C.P. STORM SEWER � s-;^ ;' ^ STEEL F , �• o� ' • H NUTS 0( w�♦ J z � 0 •� " • • � WASHERS • o • • . • TOP VIEW 'OUT .LET L 1 D 'LAKE CROS'S-'SECTIO OPTION .-'2 (I3RAWING NOT TO SCALE) . H-AM-IL'T.-ON C-OU SU-.RVEY*0-R`S -mm • REVISED I JAN 2000 • •. - • S T "A "N•D A R D• PLAN . A.PPRUVE'D: • 4J44oa . � lam' • • • . . '-• . KENTON -C. W" D. HAMILTQ COUNTY SURVEYOR. • .DATE D -" • " : ' .. ........_... .. _ ..... .... ... ...-. .-. . ...,.,.,,. v« i. w+ nwdoo ,f.f:.tiraww.+,..o..•+..., ...._. -. .. _ _ (' � OFFICE OF THE HAMILTON COUNTY SURVEYOR . EXISTING GRADE---- - �rw.... �� ~ � + ; III � + +�wi► f t ++...� �..rr.ww• +`�w..wA� +• ♦ .) 1 .14x11, �r..rrr..rw �.wrw� I ~ "~ '~r PROPOSED GRADE UNDERCUT SWALE BY 0.2' � - --�- -� T0+ ALLOW FOR FUTURE ---%- flo orl Tq,i maw SILTING' '--�•- UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN Z'. SLOPE EXISTING GRADE MINIMUM 0.51. 'GRADIENT. ��00 SEE DEVELOPMENT PLAN FOR SIZES (8" MINIMUM) AND INVERT ELEVATIONS, 1 • �..�.. r.w....w r�r•w�..w ...mow• �+• 1 • ~ � ��+.��. �• +w....� irww �....�...... .w�w.w .�......... �r.ww • �`� :r ".••.►w�rw � ..•...M••"rO PR 1� � • � ' r.�.r _ OPOSED GRADE �1 0 ' ' � � � UNDERCUT SWALE 1�� HY 0.2' - � ( P,0j O TO ALLOW FOR FUTURE SILTING C) 08 GRAVEL 0 00 Z* x 000e E-0 O �w 3' TYPICAL SWALE DETAIL (IDRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE AEVI3ED: 1 FEB 2002 STANDARD o 'PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH PLAN APPROVED KENTON C. WARD, AMILTON COU TY SURVEYOR D TE D -16 U.0 UU� \0!)039- 1120UUUtc.aUlLnyrlC;d OFFICE -4,F THE *HAMIZTGN CO-U. N T Y ,6'' STEEL. FENCE .t "T „1 POST NOTE EXTENSIOK TO 13t SECURED TO STEEL POST'. IN 2 LOCATIONS ” ' CAP & TAPE TEMPORARY EXTENSION ABOVE GROUND • . TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS' TO BE MEASURED FROM BACK OF CVRB. z EXTENSION SECURED IF EXTENSION IS NOT CTTILIZED, IT IS TO HE TO STEEL PAST CAPPED BELOW GROUND LEVEL: PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED 18„ . GRADE ON CURB. (SEE CURB STAMP DETAIL) / r t • O Od o "8 WASHED GRAVEL . OR ,CLASS „A" . WASHED STONE • REDUCING T REQUIRED MINIMUM SLOPE 0.30 % --p + A . 0 0 MINIMUM 4" SSD 3" .MIN. ' 12" MIN. 18" MAX. MINIMUM 6" SUB SURFACE DRAIN D -PIPE DIAMETER T'YPIC-A-L SSD LATERAL.-' TO TNDTVI.DUAL LO-TS- ALO.NG' .STREETS (DRAWING' NOT TO SCALE) HAMILTON COUNT-Y__'-SU-RV-Ey*0'R-.S �. OFF-1-C-E'.- REVISED: i JAN 2000 STANDARD PLAN APPROVED �JAtit Qo. KENTO C. WARD, H 1LTON COUNTY SURVEYOR ,RATE • SS-D— .OFFICE O*F THE HAMILTON .-COUNTY ­SUR.VEY_OR'. LAKE CRaSS- SECTIONS OPTION 2 EASEMENT L � 16' MIN. 100 . YEAR ' 2' FREEBOARD MIN. . 1 VARIES NORMAL POOL EMERGENCY 4 . SPILLWAY 2' MAX. AT 100 YEAR �'—%J 8' bdIN. 10' MIN. 3 USE OUTLET OPTION 2 ' (DR.AWING NOT TO SCALE) HAMILTON COUNTY SURVEYORS OFFICE. . REVISED 1 JAN 2000 STANDARD PLAN APPROVED. A4oa ' KENT C. WARD, MILTON COUNTY SURVEYOR '. DATE D' ►'y — SIC; 111 (; / 1;S.dwy, 111/2006 9.23.36 PM, 1:1 a) 0 0 0 N 0 0 C J f— W D W W Cn O w x w � �z w z F-- w = cn Z wWQc� Z o o y�„ � Dzwz�a•¢- �U Z U � 03 � wcn �cn UJG�C.]OZ Q Q Q �¢Y (_n Q 00 Lo i N `— d- ��pp•N Q ^� OQ(� a� � •� u U QzX@ NOf� t7 i� Q co � �zN i Q114- w o00 �2 ad CIO O O O � N C3 � o '� z 1�10 ¢qaa C D BY: M v STATE OF � tCc� 11!k 19 tt-1 i '�s. Drawn By: SARA E. FARNY, E! Checked By: CHRIS M. WlSEMAN, PE vudliry Assurance: TOM SCHELLENBERGER Scale: 711 0 Scale: 1' = NAB Sheet Date 01 -03-05 Project Number 050394 -20000 PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROGS T/C PIPES WILL •R -3601N & Tfi INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 *�s DESIGN NO YES YES APPROVAL 12 TO 21 30 X 30. + ++ RESIGN NO YES YES APPROVAL 18 TO 21 }�H /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 38. OR *++ DESIGN NO NO YES 38 X 36 APPROVAL 12 TO 24 38 X 36 +•• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN *•• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER EdH /BOX DESIGN YESt+ YES YES APPROVAL PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING siZE LESS THAN 48" GREATER THAN QUALITY of REQUIRED CASTING •35oi TL IINCHES) FROM T/C TO 48" 'FROM T/C PIPES WILL •R -3601N & TR INVERT TO INVERT REQUIRE tINCHES� SPECIAL DESIGN 12 TO 18 24 X 24 * ;* DESIGN NO YES YES APPROVAL 12 TO 21 30 X� 30 . * ** DESIGN NO YES YES APPROVAL 18 TO 21 HH /BOX DESIGN YES YES YES APPROVAL 21 TO 2T 24 X 36* OR * ** DESIGN NO N0 YES 38 X 36 APPROVAL 12 T4 24 36 X 36 * ** DESIGN NO YES YES APPROVAL • 24 OR LARGER DESIGN * *► DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER t�H /BOX DESIGN YES ** YES YES APPROVAL . OFFICE: OF THE.. FiAMILT.ON COUNTY'-SURVE-YOR-, UNDERWATER DISCHARGE-.' .NOT 'ALLOWED . '. •-HYDROSEEDED &.-MULCH OR C. . ' • • •SEED � 5150 $L•AN.KIr.T•• AS• 'SP9CIFIED • . - ' . ' ' . . • • :• . •• .. " 5"•cMIN.) . .SAFETY LEDGE - • 4 •• • .3! (MIN.) - SODDED AREA • - (CROSS - HATCH•ED) • . .. END SECTI49. • R.C.P. STORM *SEWER • NORMAL FOOL • ' PRECAST END SECTION 2, MAX, REQUIRES ANCHOR: ;., ;•j .. . • - • SEE ANCHOR DETAIL :.: oPTIQNS • FoR END SECTIONS � " • " w` - MEmAL: REQUIRES TOE PLATE ' ' • • -PRECAST: SHOWN all • -GONG -BETE SL4PEWALL GABI4N RIP -RAP z; -CONCRETE HhADWALL BLANKET OR v; NOTCH RIP -RAP INTO . RENO MATTRESS w! SLOPE AS SHOWN " • A� OR USE RENO MATTRESS • SLOPE • . all •. � SODDED SLOPE � AREA (CROSS- HATCHED) R:C.P. STORM SEWER � s-;^ ;' ^ STEEL F , �• o� ' • H NUTS 0( w�♦ J z � 0 •� " • • � WASHERS • o • • . • TOP VIEW 'OUT .LET L 1 D 'LAKE CROS'S-'SECTIO OPTION .-'2 (I3RAWING NOT TO SCALE) . H-AM-IL'T.-ON C-OU SU-.RVEY*0-R`S -mm • REVISED I JAN 2000 • •. - • S T "A "N•D A R D• PLAN . A.PPRUVE'D: • 4J44oa . � lam' • • • . . '-• . KENTON -C. W" D. HAMILTQ COUNTY SURVEYOR. • .DATE D -" • " : ' .. ........_... .. _ ..... .... ... ...-. .-. . ...,.,.,,. v« i. w+ nwdoo ,f.f:.tiraww.+,..o..•+..., ...._. -. .. _ _ (' � OFFICE OF THE HAMILTON COUNTY SURVEYOR . EXISTING GRADE---- - �rw.... �� ~ � + ; III � + +�wi► f t ++...� �..rr.ww• +`�w..wA� +• ♦ .) 1 .14x11, �r..rrr..rw �.wrw� I ~ "~ '~r PROPOSED GRADE UNDERCUT SWALE BY 0.2' � - --�- -� T0+ ALLOW FOR FUTURE ---%- flo orl Tq,i maw SILTING' '--�•- UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN Z'. SLOPE EXISTING GRADE MINIMUM 0.51. 'GRADIENT. ��00 SEE DEVELOPMENT PLAN FOR SIZES (8" MINIMUM) AND INVERT ELEVATIONS, 1 • �..�.. r.w....w r�r•w�..w ...mow• �+• 1 • ~ � ��+.��. �• +w....� irww �....�...... .w�w.w .�......... �r.ww • �`� :r ".••.►w�rw � ..•...M••"rO PR 1� � • � ' r.�.r _ OPOSED GRADE �1 0 ' ' � � � UNDERCUT SWALE 1�� HY 0.2' - � ( P,0j O TO ALLOW FOR FUTURE SILTING C) 08 GRAVEL 0 00 Z* x 000e E-0 O �w 3' TYPICAL SWALE DETAIL (IDRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE AEVI3ED: 1 FEB 2002 STANDARD o 'PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH PLAN APPROVED KENTON C. WARD, AMILTON COU TY SURVEYOR D TE D -16 U.0 UU� \0!)039- 1120UUUtc.aUlLnyrlC;d OFFICE -4,F THE *HAMIZTGN CO-U. N T Y ,6'' STEEL. FENCE .t "T „1 POST NOTE EXTENSIOK TO 13t SECURED TO STEEL POST'. IN 2 LOCATIONS ” ' CAP & TAPE TEMPORARY EXTENSION ABOVE GROUND • . TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS' TO BE MEASURED FROM BACK OF CVRB. z EXTENSION SECURED IF EXTENSION IS NOT CTTILIZED, IT IS TO HE TO STEEL PAST CAPPED BELOW GROUND LEVEL: PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED 18„ . GRADE ON CURB. (SEE CURB STAMP DETAIL) / r t • O Od o "8 WASHED GRAVEL . OR ,CLASS „A" . WASHED STONE • REDUCING T REQUIRED MINIMUM SLOPE 0.30 % --p + A . 0 0 MINIMUM 4" SSD 3" .MIN. ' 12" MIN. 18" MAX. MINIMUM 6" SUB SURFACE DRAIN D -PIPE DIAMETER T'YPIC-A-L SSD LATERAL.-' TO TNDTVI.DUAL LO-TS- ALO.NG' .STREETS (DRAWING' NOT TO SCALE) HAMILTON COUNT-Y__'-SU-RV-Ey*0'R-.S �. OFF-1-C-E'.- REVISED: i JAN 2000 STANDARD PLAN APPROVED �JAtit Qo. KENTO C. WARD, H 1LTON COUNTY SURVEYOR ,RATE • SS-D— .OFFICE O*F THE HAMILTON .-COUNTY ­SUR.VEY_OR'. LAKE CRaSS- SECTIONS OPTION 2 EASEMENT L � 16' MIN. 100 . YEAR ' 2' FREEBOARD MIN. . 1 VARIES NORMAL POOL EMERGENCY 4 . SPILLWAY 2' MAX. AT 100 YEAR �'—%J 8' bdIN. 10' MIN. 3 USE OUTLET OPTION 2 ' (DR.AWING NOT TO SCALE) HAMILTON COUNTY SURVEYORS OFFICE. . REVISED 1 JAN 2000 STANDARD PLAN APPROVED. A4oa ' KENT C. WARD, MILTON COUNTY SURVEYOR '. DATE D' ►'y — SIC; 111 (; / 1;S.dwy, 111/2006 9.23.36 PM, 1:1 a) 0 0 0 N 0 0 C J f— W D W W Cn O w x w � �z w z F-- w = cn Z wWQc� Z o o y�„ � Dzwz�a•¢- �U Z U � 03 � wcn �cn UJG�C.]OZ Q Q Q �¢Y (_n Q 00 Lo i N `— d- ��pp•N Q ^� OQ(� a� � •� u U QzX@ NOf� t7 i� Q co � �zN i Q114- w o00 �2 ad CIO O O O � N C3 � o '� z 1�10 ¢qaa C D BY: M v STATE OF � tCc� 11!k 19 tt-1 i '�s. Drawn By: SARA E. FARNY, E! Checked By: CHRIS M. WlSEMAN, PE vudliry Assurance: TOM SCHELLENBERGER Scale: 711 0 Scale: 1' = NAB Sheet Date 01 -03-05 Project Number 050394 -20000 OFFICE: OF THE.. FiAMILT.ON COUNTY'-SURVE-YOR-, UNDERWATER DISCHARGE-.' .NOT 'ALLOWED . '. •-HYDROSEEDED &.-MULCH OR C. . ' • • •SEED � 5150 $L•AN.KIr.T•• AS• 'SP9CIFIED • . - ' . ' ' . . • • :• . •• .. " 5"•cMIN.) . .SAFETY LEDGE - • 4 •• • .3! (MIN.) - SODDED AREA • - (CROSS - HATCH•ED) • . .. END SECTI49. • R.C.P. STORM *SEWER • NORMAL FOOL • ' PRECAST END SECTION 2, MAX, REQUIRES ANCHOR: ;., ;•j .. . • - • SEE ANCHOR DETAIL :.: oPTIQNS • FoR END SECTIONS � " • " w` - MEmAL: REQUIRES TOE PLATE ' ' • • -PRECAST: SHOWN all • -GONG -BETE SL4PEWALL GABI4N RIP -RAP z; -CONCRETE HhADWALL BLANKET OR v; NOTCH RIP -RAP INTO . RENO MATTRESS w! SLOPE AS SHOWN " • A� OR USE RENO MATTRESS • SLOPE • . all •. � SODDED SLOPE � AREA (CROSS- HATCHED) R:C.P. STORM SEWER � s-;^ ;' ^ STEEL F , �• o� ' • H NUTS 0( w�♦ J z � 0 •� " • • � WASHERS • o • • . • TOP VIEW 'OUT .LET L 1 D 'LAKE CROS'S-'SECTIO OPTION .-'2 (I3RAWING NOT TO SCALE) . H-AM-IL'T.-ON C-OU SU-.RVEY*0-R`S -mm • REVISED I JAN 2000 • •. - • S T "A "N•D A R D• PLAN . A.PPRUVE'D: • 4J44oa . � lam' • • • . . '-• . KENTON -C. W" D. HAMILTQ COUNTY SURVEYOR. • .DATE D -" • " : ' .. ........_... .. _ ..... .... ... ...-. .-. . ...,.,.,,. v« i. w+ nwdoo ,f.f:.tiraww.+,..o..•+..., ...._. -. .. _ _ (' � OFFICE OF THE HAMILTON COUNTY SURVEYOR . EXISTING GRADE---- - �rw.... �� ~ � + ; III � + +�wi► f t ++...� �..rr.ww• +`�w..wA� +• ♦ .) 1 .14x11, �r..rrr..rw �.wrw� I ~ "~ '~r PROPOSED GRADE UNDERCUT SWALE BY 0.2' � - --�- -� T0+ ALLOW FOR FUTURE ---%- flo orl Tq,i maw SILTING' '--�•- UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN Z'. SLOPE EXISTING GRADE MINIMUM 0.51. 'GRADIENT. ��00 SEE DEVELOPMENT PLAN FOR SIZES (8" MINIMUM) AND INVERT ELEVATIONS, 1 • �..�.. r.w....w r�r•w�..w ...mow• �+• 1 • ~ � ��+.��. �• +w....� irww �....�...... .w�w.w .�......... �r.ww • �`� :r ".••.►w�rw � ..•...M••"rO PR 1� � • � ' r.�.r _ OPOSED GRADE �1 0 ' ' � � � UNDERCUT SWALE 1�� HY 0.2' - � ( P,0j O TO ALLOW FOR FUTURE SILTING C) 08 GRAVEL 0 00 Z* x 000e E-0 O �w 3' TYPICAL SWALE DETAIL (IDRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE AEVI3ED: 1 FEB 2002 STANDARD o 'PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH PLAN APPROVED KENTON C. WARD, AMILTON COU TY SURVEYOR D TE D -16 U.0 UU� \0!)039- 1120UUUtc.aUlLnyrlC;d OFFICE -4,F THE *HAMIZTGN CO-U. N T Y ,6'' STEEL. FENCE .t "T „1 POST NOTE EXTENSIOK TO 13t SECURED TO STEEL POST'. IN 2 LOCATIONS ” ' CAP & TAPE TEMPORARY EXTENSION ABOVE GROUND • . TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS' TO BE MEASURED FROM BACK OF CVRB. z EXTENSION SECURED IF EXTENSION IS NOT CTTILIZED, IT IS TO HE TO STEEL PAST CAPPED BELOW GROUND LEVEL: PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED 18„ . GRADE ON CURB. (SEE CURB STAMP DETAIL) / r t • O Od o "8 WASHED GRAVEL . OR ,CLASS „A" . WASHED STONE • REDUCING T REQUIRED MINIMUM SLOPE 0.30 % --p + A . 0 0 MINIMUM 4" SSD 3" .MIN. ' 12" MIN. 18" MAX. MINIMUM 6" SUB SURFACE DRAIN D -PIPE DIAMETER T'YPIC-A-L SSD LATERAL.-' TO TNDTVI.DUAL LO-TS- ALO.NG' .STREETS (DRAWING' NOT TO SCALE) HAMILTON COUNT-Y__'-SU-RV-Ey*0'R-.S �. OFF-1-C-E'.- REVISED: i JAN 2000 STANDARD PLAN APPROVED �JAtit Qo. KENTO C. WARD, H 1LTON COUNTY SURVEYOR ,RATE • SS-D— .OFFICE O*F THE HAMILTON .-COUNTY ­SUR.VEY_OR'. LAKE CRaSS- SECTIONS OPTION 2 EASEMENT L � 16' MIN. 100 . YEAR ' 2' FREEBOARD MIN. . 1 VARIES NORMAL POOL EMERGENCY 4 . SPILLWAY 2' MAX. AT 100 YEAR �'—%J 8' bdIN. 10' MIN. 3 USE OUTLET OPTION 2 ' (DR.AWING NOT TO SCALE) HAMILTON COUNTY SURVEYORS OFFICE. . REVISED 1 JAN 2000 STANDARD PLAN APPROVED. A4oa ' KENT C. WARD, MILTON COUNTY SURVEYOR '. DATE D' ►'y — SIC; 111 (; / 1;S.dwy, 111/2006 9.23.36 PM, 1:1 a) 0 0 0 N 0 0 C J f— W D W W Cn O w x w � �z w z F-- w = cn Z wWQc� Z o o y�„ � Dzwz�a•¢- �U Z U � 03 � wcn �cn UJG�C.]OZ Q Q Q �¢Y (_n Q 00 Lo i N `— d- ��pp•N Q ^� OQ(� a� � •� u U QzX@ NOf� t7 i� Q co � �zN i Q114- w o00 �2 ad CIO O O O � N C3 � o '� z 1�10 ¢qaa C D BY: M v STATE OF � tCc� 11!k 19 tt-1 i '�s. Drawn By: SARA E. FARNY, E! Checked By: CHRIS M. WlSEMAN, PE vudliry Assurance: TOM SCHELLENBERGER Scale: 711 0 Scale: 1' = NAB Sheet Date 01 -03-05 Project Number 050394 -20000 C D BY: M v STATE OF � tCc� 11!k 19 tt-1 i '�s. Drawn By: SARA E. FARNY, E! Checked By: CHRIS M. WlSEMAN, PE vudliry Assurance: TOM SCHELLENBERGER Scale: 711 0 Scale: 1' = NAB Sheet Date 01 -03-05 Project Number 050394 -20000 OFFICE OF THE- HAMILTON" COUNT' SURVEYOR A 1 V C. � O F 0.*R CONCRETE 'END S R C T T n. _T\T Iq. SIDE PROFILE � 1 i• •.- w •.• saw .,,. STEEL ALL THREAD • '; . �� V LONG �•, /2 MIN: DIAMETER . • •. • t Is .' •' • IT kT• • . . • • • A: ..f.. TOP VIEW 1 '-- p- -�- -r------- -r-- --- .•���.--rr -, -/ i.•� -•rqr- --- •• ----r - -- - - -r to 1� r+ w ..- am a•r � • . STEEL NUTS & • WASHERS . END PROFILE r � i ! �� TEEL LL THREAD oLT HOOKS LONG . ALLTHREAD SPACING TO BE TWO PER FOOT . EX: 12" END SECTION - 2 ALLTHREAD 24" 'END SECTION • 4. ALLTHREAD (DRAWING NOT. TO SCALE) HAMILTON C OFFICE. • RUISED: 1 JAN 2000 APPROVED � , . STANDARD' PLAN KENT C.WAftD, AMILTON COUNTY SURVEYOR, DATE O - OFFICE OF THE HAMILTON COUNTY SURVEYOR i- CASTING FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER n SEAL BETWEEN JOINTS. STANDARD MANHOLE FOR PIPE 'SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REYI3ED: 1 FED 2002 STANDARD PLAN APPROVED • KENTON Co. WAR ,HAMILTON COUNT SURVEYOR IIA TE D ` 2 O OFFICE OF THE' HAMILTON COUNTY SURVEYOR CASTING FRAME AND COVER As STANDARD MANHOLE SPECIFIED FOR PIPE SIZES 24`1 THRU 66" �� NEEDEDTt 2 INCHES ADJUSTER NON - ASPHALTIC 2�„ MASTIC OR DIAMETER' BUTYL RUBBER - 8TANAARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN JOINTS. 5" MINIMUM 4' DIAMETER ,6" MINIMUM FULL HEIGHT MANHOLE STEPS AS SPECIFIED CONCRETE REDUCER CAP NOTE: -MANHOLE -CONFORMS TO -NOTE 0-478 RICK OR' BLOCK WILL BE ALLOWED IN MANHOLE - O-RING GASKET. NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL, BETWEEN JOINTS PREFORMED HOLE TO HAXIIiUU Q PIPE O.D. •V" WITH NON- SHRINK CEUENT GROUT •f ENCH WALLS AT MINIMUM WALLS T PER FOOT SLOPE. BENCH BE CONSTRUCTED TO SPRING LINE OF PIPE, 3" MIN.- 3" MIN. 8" MIN. (ARAWING NOT TO SCALE) ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE :. H 'SURVEYOR IS OFFICE 1 FEB 2002 REVISED: APPROVED •Z � STANDARD PLAN KENTON C. WA ,HAMILTON CO NTY SURVEYOR MTE D. 21 NOTE: TO CONTRACTOR ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" WAY CONTRACTOR SHALL CONSTRUCT ALL STRUCTURES BASED ON DATA SHOWN ON THE PLAN .AND PROFILE SHEETS IN THIS PLAN SET. •.►- vv%�l► u'Ju%3*4ticuuuulcaaltngA (;as1C111- C: /13.tiwg, 112j2UUb 92j:,& NM, ppecen, 1:1 i i NOTE: TO CONTRACTOR ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - DRAINS " ALL STRUCTURES O WATERWAY CONTRACTOR SHALL CONSTRUCT ES BASED ON DATA SHOWN ON THE PLAN AND PROFILE SHEETS IN THIS .PLAN SET. `'''• ::•s •• %�• •• ���' � •' PRECAST CONCRETE ADJUSTER RINGS IF NEEDED t12 INCHES OF RINGS MAXIMUM)• 24" DIAMETER ''t' ` ' �''• : a• • ' , �0.0 ECCENTRIC CONE OR REDUCER r`'' :�'� • :�ri • CAP AS REQUIRED BY SITE :::• '••`'i as. CONDITIONS. CONE • TOP To '_= ' MATCH ADJUSTING RING PROFILE. �•--- � '� - - - -- :• • - •� •r.•1 ••• FULL HEIGHT MANHOLE = •� �: STEPS AS SPECIFIED. r :.t .• 6" )MINIMUM •. ;,. let Wo • ••. MANHOLE CONFORMS . TO ASTU 478 0 -RING GASKET NON- ''•• u,, >' �:. '•� ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS. ::' �� 'W �� 48" DIAMETER PRECAST CONCRETE SECTION r ,.•, .., `�• PREFORMED HOLE TO MAXIMUM BENCH WALLS AT MINIMUi.t %2" PER FOOT ,.. `, : . `.• OF PIPE O.D. •6" WITH NON- SHRINK CEMENT GROUT, SLOPE. BENCH ' WALLS TO BE CONSTRUCTED � t TO SP RING LINE OF PIPE. • • :. •• ' � .t . •�.: • .: • . = •,• . • • ;.:: STRUCTURES ARE TO BE .0 „ �...: ,• ,•• �; •.•• �. �•:: GROUTED FULLY. TROWELED ' '• . ... 7; -. .. ... '• • •• •' SMOOTH AND BRUSH FINISHED• PRECAST BASE _.. -..... •• • • • . •.. • . • :: • • :: •'• •. • :' :0 %�: toy: ts �: �r�: �it: ���: O' i` :��';:r�:•�''::�' ::'• :''j''': •. • • ' REINFORCED BAR �4 a 12" ON' CENTER OR 6" OR 8" PER SECTION .• • . ••• ••• . • .. • • • • . • • . *106 . • • . ••• : ••• : • :'t" : •.,..,.. .. .6% ..•.• .•,.•••1•••••1•.1••1 APPROVED ALTERNATIVE 3" MINIMU MANHOLE BASE SET ON 8 OF 0 2 STONE STANDARD MANHOLE FOR PIPE 'SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REYI3ED: 1 FED 2002 STANDARD PLAN APPROVED • KENTON Co. WAR ,HAMILTON COUNT SURVEYOR IIA TE D ` 2 O OFFICE OF THE' HAMILTON COUNTY SURVEYOR CASTING FRAME AND COVER As STANDARD MANHOLE SPECIFIED FOR PIPE SIZES 24`1 THRU 66" �� NEEDEDTt 2 INCHES ADJUSTER NON - ASPHALTIC 2�„ MASTIC OR DIAMETER' BUTYL RUBBER - 8TANAARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN JOINTS. 5" MINIMUM 4' DIAMETER ,6" MINIMUM FULL HEIGHT MANHOLE STEPS AS SPECIFIED CONCRETE REDUCER CAP NOTE: -MANHOLE -CONFORMS TO -NOTE 0-478 RICK OR' BLOCK WILL BE ALLOWED IN MANHOLE - O-RING GASKET. NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL, BETWEEN JOINTS PREFORMED HOLE TO HAXIIiUU Q PIPE O.D. •V" WITH NON- SHRINK CEUENT GROUT •f ENCH WALLS AT MINIMUM WALLS T PER FOOT SLOPE. BENCH BE CONSTRUCTED TO SPRING LINE OF PIPE, 3" MIN.- 3" MIN. 8" MIN. (ARAWING NOT TO SCALE) ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE :. H 'SURVEYOR IS OFFICE 1 FEB 2002 REVISED: APPROVED •Z � STANDARD PLAN KENTON C. WA ,HAMILTON CO NTY SURVEYOR MTE D. 21 NOTE: TO CONTRACTOR ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" WAY CONTRACTOR SHALL CONSTRUCT ALL STRUCTURES BASED ON DATA SHOWN ON THE PLAN .AND PROFILE SHEETS IN THIS PLAN SET. •.►- vv%�l► u'Ju%3*4ticuuuulcaaltngA (;as1C111- C: /13.tiwg, 112j2UUb 92j:,& NM, ppecen, 1:1 i i NOTE: TO CONTRACTOR ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - DRAINS " ALL STRUCTURES O WATERWAY CONTRACTOR SHALL CONSTRUCT ES BASED ON DATA SHOWN ON THE PLAN AND PROFILE SHEETS IN THIS .PLAN SET. STORM SPECS CITY OF CARMFI BACKFILL AND COVER BEDDING, HAUNCHING, AND INITIAL BACKFlLL FOR ALL RCP INSTALLATIONS SHALL BE B- BORROW FOR STRUCTURE BACKFlLL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4 INCH MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREE AND A MINIMUM OF 3 INCHS BELOW THE BELL. FOR OPIPE SIZED 66 INCES AND LARGER, THE MINIMUM DEPTH OF MATERIAA BELOW THE PIPE BARREL SHALL BE 6 INCHES. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. HAUNCHING AND INITIAL BACKFlLL SHALL BE COMPACTED IN 8 INCH MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAA PLACED. THE BACKFlLL SHALL BE BROUGHT UP EVENLY 0 BOTH SIDES OF THE PIPE FOR THE FULL LENGHT OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE,THE LIMIT OF INITIAL BACKFlLL SHALL BE 6 INCHES ABOVE THE SPRINLINE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18 INCHES. FINAL BACKFlLL FOR ALL RCP INSTALLATIONS UNDER AND WITHIN 5 FEET OF PAVEMENT (INCLUDING SIDEWALKS) SHALL BE B- BORROW FOR STRUCTURE BACKFlLL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFlLL FOR THE TOP 6 INCHES OF EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE No. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFlLL FOR ALL RCP INSTALLATIONS GREATER THAN 5 FEET FROM ANY PAVEMENT SHALL BE CLEAN FILL MATERIAL FREE OF � 0KS WCER 784Y 6 ,S%i %E A' uiW[i tK, f K(VEff LOWS 6P SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12 INCH MAXIMUM LIFTS TO NOT LESS THAT 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. THESE INSTALLATIONS SHALL CONFORM WITH THE FOLLOWING MINIMUM COVER REQUIREMENTS: "FOR INSTALLATION OF STORM MAINS WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALL SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE ED PIPE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION MATERIAL ABOVE SUBGRADE} PLUS 1 -0 ". IF THE OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT COVER REQUIRMENT SHALL GOVERN. * CASTING SCHEDULE EJIW NEENAH TYPE USE DIM 7490 -M1 R-3501 -N CURB INLET LOW POINT 24" X 24" 7495 -LH -RH R -3501 -TL -TR CURB INLET FLOW LEFT OR RIGHT 25"­X 27" - R -3405 INLET PARKING LOT PARKING LOT 25" X 25" 24"0 12 1/2 a R -2501 GRATE 6489 R -4342 DITCH GRATE SWALES 24"0 151/2' 12" 1300 21' 2 314" 11" * REQUIRES FLAT TOP WITH 24 "0 OPENING TC =ELEVATION ---- - - - - -_ l 6 24" SSD CONNECTION 4 I (4 # MAX. DEPTH) a• s I TC =TOP OF CASTING ELEVATION ST -36 PRECAST TYPE °A° INLET NO SCALE 9" D H PLAN VIEW MODIFIED Diameter 1 1/2" R 1 1/2' R -� SECTION Y - Y 1_ 12'CtoC I Max. Spacing � Grooved d C en on outlet end Tongue end on inlet end D N C 8 = 0 - C Class "A' Concrete E +2T SECTION A - A A Bolts (See Sheet ME -1 ) g• s� e C CONCRETE END SECTION Grooved (or tongue) to be the PIPE same as on Standard ReInforced N CULVERT Concrete Pipe ASTM Designation I C 76 --- - - - - -J 6" Class 'A' Concrete , , ...� i 7-T .� Computed length of culvert rr . L A End Section Riprop to be placed Pay length of culvert on side slope when LONGITUDINAL SECTION Length (D) called for on plans. SLOPE DETAIL NOTES$ I. OON(NM IN THEM W SECTIONS SHALL 8E 1HE SAME =X AND SWIM AS SPECnM FOR RE>fIfOM ATE W ASTM OEWarM C 76 CLASS L ( a act out In ttw Standard W &) 2F N THE .C. PORDON SHAD EE THE W AS SPECIM DIMENSIONS OF PRECAST CONCRETE END SECTIONS 91E AS111 DfU1110ri C 78, CUISS 1 FOR TFf 3. M FORCEMT N THE 98" PORTION SHALL HAVE A CROSS - SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL N TIE 'C" SECTION. 4. THE Elm OF PPE CULVERT SHALL BE PLACED W THE CONCRETE END SECTION SO THAT THE FLOW LM ARE FLUSH• THE JOINT SHALL BE COMPLETELY FUND WTH MORTAR 5. N 3:1 OR 4:1 Fill• SLOPE, 00 GE TO THE SLOPE OF THE END SECTION N A SiW7K PLEASING TRANSITION APP MWTELY 101-0" N LENGTH, ti. VARIATIONS IN Mt1;7fSi0NS - THE NOUSS OF THE CONCRETE; THE POISr" OF STEE1. AND THE WTUNAL DiAUM OF THE PIPE SHALL COHM tMTH THE VARIATIONS N DCODONS AS PROVW N THE sPECI�cAnoNS FOR REINFORCED CDOETE CvLVERT, Sim M% AIm SETIB PPE; ASTM DESi UT)ON C 78, 7. MN %1TW8 CLAY CULVERT OR CAST IRON! CULVERT PPE tS USED. A " PIPE END SECTION " cCt+PARAaE TO THAT AS SHOW FOR METAL OR CONCRETE SHUT. BE FUR(+ M MID SHALL BE AS APPROVED BY THE PROUT DOM 8. DD SECTIONS V LL BE PAD FOR AT THE CONTRACT UNIT PRICE EACH FOR a PIPE END SEC1 M " COOiPLETE N PLACE ATm ACCEPTED, 9. CONCRETE PIPE TOE ANCHORS SHALL BE REQUEIifD ON ALL ATE PIPE SECTIONS THE COV THEREOF SHALL BE INCtIM N THE CONTRACT WT PRICE PER EACH FOR " PIPE END SECTIONS. DIA• T (min.) A x C x D x E x K RI R2 Approx. Weight 12' 2" 5" 4' -3' 6' -2' 2' -0' 1.3 101/8 1/2 4 800 15' 2 1/4* 7" 4' -0" 6' -3' 2' -6' 1.5 12 1/2 a 11' 1100 18" 21/2" 11" 4' -1" 6' -2" 3' -0" 1.8 151/2' 12" 1300 21' 2 314" 11" 3' -6" 6' -3" 3' -6" 21 16 1/8" 13" 1500 24" - 1' -0' 2' -8' 6' -3" 4' -0" 23 16 3/16" 14" 1800 27" 3 1/4" 30" 31/2' 1' -1" 1' -2a 2' -5" 1' -10' 6' -3' 4' -6" 6' -3' 5' -0" 26 29 189/16 6 18 1/2" 15" 2100 2400 33' 3 3/4" 1!-31113 ' -6" 8' -3' 5' -6' 3.1 23 3/4" 17 1/2" 4100 36" 4a 1' -5" 3' -1" 8' -3' 6' -0' 3.4 24 5/16 20" 4200 66 3/4 6 1 2pipe • 3/4 $ 72 3/4 8 1 2 i e 3I4 9 Z4 3/4 7 1 2p#pe x Tolerance f 1" St -3n1 PRECAST CONCRETE END SECTION OFFICE OF THE HAMILTON COUNTY SURVEYOR P & UTILITY INSTALLATION CRO-SS%.SPCTTON. TTT P T1 Ta A TAT rtr.C,Ll.lV.G. I Pq� Big AL L AT 10 N CROSS is. ECTTON (DRAWING NOT TO SCALE) 'When installing a utility across a -tile regulated drain, the utility contractor will adhere to the 4o11oVring procedure. 1. 'Utility to be installed a minimum of eighteen (18 ") inches *below or above • existin.g tile. 2. If utility is to be installed 'using directional boring methods. The utility installation shall be ,a minimum of five (5') feet below the drain. 3. All petroleum pipelines 'and /or high pressure transmission lines are to be. installed a minimum 'oP, ten X109 feet below existing invert of the drains. 4.If sanitary sewer is installed under drain, sewer shall be encased with. concrete. Minimal 'distance shall be measured from top of concrete encasement. 5. Utility contractor shall adhe construction process: re to open drain crossing standard during 6. Notify .Surveyor's Office at (317)776 -8455, two *working days prior to installation .and backfitling. HAMILTON COUNTY SU-RV'EYOR.1 S FFJCE'_.- REVISED 1 JAN 2000 STANDRD PLAN APPROVED: � � 4J,4,�� . A00 KENTO 10 C. WAftD AMILTON COUNTY SURVEYOR DATE , C - 5 BURNS OFFICE OF THE HAMILTON COUNTY SURVEYOR''.. P IPELINE & UTILITY INSTALLATION CROSS SECTION -OPEN 12' MIN, z i2' b4IN. • GRADE • '� � � W • � � GRADE. NE-4 000 6' UTILITY INSTALLATION :UTILITY* INSTALLATION . CROSS, *-SECTION (DRAWING NOT TO SCALE) 12' MIN. z . � 12' GRADE MIN. �� a � GRADE /N 1. 00 X10- do w 10' MIN. ' •PIPELINE INSTALLATION PIPE-LINE. INSTALLATION CROSS SECTION •• (DRAWING NOT TO SCALE) When installing a utility in, through or' across an .open regulated drain, the Utility contractor will adhere to the following procedure. 1. Utility to be installed a minimum of five (5') feet below existing flow line. of drain. All petroleum pipelines and /or high, pressure Transmission lines are to be 'installed a minimum of ten (101) feet below existing flaw line of drain. 2.If sanitary sewer is installed under drain, sewer shall be encased with . • concrete. Minimal distance shall be measured from- top of concrete encasement. 3.Utility contractor shall adhere 'to* -open. drain crossing standard during . construction process 4.Notify Surveyor's Office at (317)776 -8495 two 'v,*orlking "days prior to installation and lbackfilling. HA"MILT.0N.- COUNTY' S 0 P.F-1 C E • REVISED 1 JAN 2000 APPROVED*. STANDARD PLAN KE• TON C: WA I?, HAbfILTON COUNTY SURVEYOR • DATE. C -' -6 � .-OFFICE OF' THE HA.IVIII;TON .COUNTY 'SURVEYOR'. . . .OPEN DRAIN CROSSING When' excavating in, :across, or through an open drain, the utility 'contractor ... will. adhere to-the following procedure . I. Excavate silt basin Silt b.asia location &length to -be determined in field by Ha-milton'.County 'Surveyor or designated representative. Contractor shall maintain silt basin throughout work duration 2. Riprap. "shall be keyed or pressed into ditch - bank at location of excavation on bank arid' slope. Riprap stone shall be 9 inches graded. area will , be one foot in depth, 4 feet minimum in height from flow line, 4 feet minimum -in width. . No riprap will be- P laced in flaw line of drain. 30 ---� Z. � TOP OF BANK WIDTH OF � o ° � FLOWING � H .DRAIN > a I . . I S N• � z 2' E W v =DRAIN FLOW Cn E-4 i off i TOP OF HANK �- .. •(DRAWING NOT TO SCALE) 3. All disturbed areas, other than bank' slope are to be seeded and rn,ulched.- The contrac-tor has the option of using an erosion control fabric. if desired. 4.Notify the Hamilton County Surveyors .office at (317)7-76 0,8495 two working days prior to back-:filling. HAM' �I;TO-N :CCJ.UNT.Y S WU R VE Y 0 R S ' FF O ICE • REVISED: 1 JAN 2000 APPROVED: � STANDARD .PLAN KEN ON "C.' WAR ;•HAMILTON COUNTY SURVEYOR DATE C -7 BOLT tool 9 BO. OFFICE OF THE HCOUNTY SURVEYOR now SIDE PROFILE TOP VIEW NOTES: I. BARS &PLATES ARE HOT - ROLLED STEEL. 2• BARS, PLATES, & PIPIE ARE FINISHED WIfiH 2 COATS OF ALUMINUM PAINT. 3. BQLTS'ARE GALVINIZED • 4. NO REHAR THROUGH ,PIPES ihtILL BE ALLOWED • 5: DEBRIS GUARD SHALL BE REMOVABLE 'HAMILTON' C U S U (DRAWING NOT TO SCALE) _001. RVEY�R'S :OFFICE ' REVISED 1 JAN 2000 APPROVED � � STANDARD PLAN KEN C. WA ,HAMILTON COUNTY SURVEYOR DATE D-12 U: Uu ublU5U: iAUUUUUicadltngn (;as1(:I11- C; /13.dwg, 1l2!lUU6 9:19.44 NM, PPS en , . S 0FF'10E--'0F:*;' E HAMILToN COuN � � A-N,:K ARMOR-MENT..:. -P-1PE. T,... V -E.N C-HA ..OP N N E- L -S TOP 0 BANK TOP . 0 BANK 18" . 3' MIN. 3' MIN. o i 0 q --- ___ - -Q -. WIDTH VARIES RCP OUTLET � 12 MI•N. Q0 � GEO -T J�TILE --�'� ° 2 d• ' a GEO T TILE _g ►, p °Q Q M 7 GRADED Q Q 00� RIPRAP IN 18" is o Q 7 -9" G GABIAN BASKET ` ° � GRADED o� ,� RIPRAP IN _---- __ -- ---_ o , GABIAN BASKET GEOTEXTILE MAT SHALL 'EXTEND ENO - 6" ALL THE WAY AROUNI) THE • I�dATTRES PERIMETER OF THE RENO MATTRESS. CROSS SECTION o TOP OF BANK C)'- o a TOE OF SL O o o Q ' aQ °Q PE o a o0 0 wr r ...y.�..� w �►4 CENTER LINE OF PIPE TOE OF SLOPE a 00 Q � a 0 . _..____ -- w � G - �+ .•n .r - �. r w r - oQ 00 . o TOP OF BANK 12 12� PLAN VIEW . (DRAWING NOT TO SCALE) HAMILTON'. Y I�OTT If . lJ �T 1 1V SURVE I-.CE wwwwwwm%� d= •REVISED: 1 JAN 2000 APPROVE STANDARD PLAN 4"� 0T KENTON C'. ARD, HAMi ToN COUNTY - SURVEYOR .DATE 0 4 12 1/2 3 6/8 1/2 4 15 1/2- 3 518 1/2 4 1/2 18 1/2 4 5/8 1/2 4 1/2 21 1/2 4 5/8 1/2 5 ' 0 24 5/8 4 3/4 1/2 5 A 27 5/8 4. 3/4 1/2 5 1/2 ca 30 5/8 4 3/4 1/2 5 1/2 0 1: 38 3/4 4 1 - 3/4 8 •0' A 42 3/4 4 1 3/4 g b 48 3/4 5 1 3/4 8 9 . 54 3/4 •6 1 2pipe 3/4 8 0 64 3/4 5 1 2 i e 3/4 g 66 3/4 6 1 2pipe • 3/4 $ 72 3/4 8 1 2 i e 3I4 9 Z4 3/4 7 1 2p#pe 3/4 10 90 3/4 7 112 p i p e 3/4 14 NOTES: I. BARS &PLATES ARE HOT - ROLLED STEEL. 2• BARS, PLATES, & PIPIE ARE FINISHED WIfiH 2 COATS OF ALUMINUM PAINT. 3. BQLTS'ARE GALVINIZED • 4. NO REHAR THROUGH ,PIPES ihtILL BE ALLOWED • 5: DEBRIS GUARD SHALL BE REMOVABLE 'HAMILTON' C U S U (DRAWING NOT TO SCALE) _001. RVEY�R'S :OFFICE ' REVISED 1 JAN 2000 APPROVED � � STANDARD PLAN KEN C. WA ,HAMILTON COUNTY SURVEYOR DATE D-12 U: Uu ublU5U: iAUUUUUicadltngn (;as1(:I11- C; /13.dwg, 1l2!lUU6 9:19.44 NM, PPS en , . S 0FF'10E--'0F:*;' E HAMILToN COuN � � A-N,:K ARMOR-MENT..:. -P-1PE. T,... V -E.N C-HA ..OP N N E- L -S TOP 0 BANK TOP . 0 BANK 18" . 3' MIN. 3' MIN. o i 0 q --- ___ - -Q -. WIDTH VARIES RCP OUTLET � 12 MI•N. Q0 � GEO -T J�TILE --�'� ° 2 d• ' a GEO T TILE _g ►, p °Q Q M 7 GRADED Q Q 00� RIPRAP IN 18" is o Q 7 -9" G GABIAN BASKET ` ° � GRADED o� ,� RIPRAP IN _---- __ -- ---_ o , GABIAN BASKET GEOTEXTILE MAT SHALL 'EXTEND ENO - 6" ALL THE WAY AROUNI) THE • I�dATTRES PERIMETER OF THE RENO MATTRESS. CROSS SECTION o TOP OF BANK C)'- o a TOE OF SL O o o Q ' aQ °Q PE o a o0 0 wr r ...y.�..� w �►4 CENTER LINE OF PIPE TOE OF SLOPE a 00 Q � a 0 . _..____ -- w � G - �+ .•n .r - �. r w r - oQ 00 . o TOP OF BANK 12 12� PLAN VIEW . (DRAWING NOT TO SCALE) HAMILTON'. Y I�OTT If . lJ �T 1 1V SURVE I-.CE wwwwwwm%� d= •REVISED: 1 JAN 2000 APPROVE STANDARD PLAN 4"� 0T KENTON C'. ARD, HAMi ToN COUNTY - SURVEYOR .DATE 0 4 FRONT ELEVATION SIDE ELEVATION BASIN OUTLET STRUCTURE WITH ORIFICE NO SCALE ) BANK -OW PIPE FRONT ELEVATION SIDE ELEVATION BASIN OUTLET STRUCTURE WITH, ORIFICE NO SCALE D BANK FRONT ELEVATION SIDE ELEVATION BASIN OUTLET STRUCTURE WITH ORIFICE NO SCALE ) BAN K -OW PIPE FRONT ELEVATION SIDE ELEVATION BASIN OUTLET STRUCTURE WITH ORIFICE N 0 SCALE D BAN K U. 11U0U l0b0394U0000Ic:adXLriyrlU41CI11.(;I13.dwg, 1/212006 9.19.53 PM. ppwt;n FRONT ELEVATION SIDE ELEVATION 0 BASIN OUTLET STRUCTURE WITH ORIFICE NO SCALE ) BANK LOW PIPE 1:1 c e :a a 0 c o_ W X W Ld Z_ U U W U U O LL1 W a Z O Q ? n_ Q U U Q J� O HW�CL(n� U J Z Z Z Q a���_J 0000000 00 0) O d- � I N `- � � N Q �J- oo Q ^ .� O Q t� Q < X@ = —Q Q a w L •� CK V) L. 0 U 0 Q�w z 00 ,. i •a: a? T L Q o O O J M � W � ON � C� W d- oc . LLJ o > W W •- 00 o �NQ U) � m O� Cr o co C%) CE D BY: ry out ������ •rJO l w''• oo� � ; '' GAS �RF •.. �9 �o STATE of .!AID1 Ole �O � r��•is� O� �� dB t aj p v Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = NA' Sheet Date 01 -03 -05 Project Number 050394 -20000 U. UUU!)1Ut)U3�i4120UU0kc .dU►tiiUik(;dti1C8U1- (;bU5.Uwy, JJIUZUU(j 10.31.b8 PM, cwiserliarl, 1:1 C •..7 d 'C U D N C �N Y v W W Z U C� H W S (n Z � � z C) 0 � Li z U U Q J 0 Fw-- W�Ua.tn0- U Z Z Z a Z Q — d Q Q Q U _J _J _J C� 0000000 00 O Lr) I 00 N d- 0 4- ^� O Q U � � U Q °x© r < Q .. LL- V) U � _J t� z N I Q � W 0 00 Z C� ti []__ ,//1 J U L Q 0 w � o a � a_ p� o N z �� z w �- a.. � r Cr W .000, N Q W . M Q ��00 w ._ Cf) -� cf) z CERTIFIED BY: OL- C6 a� z PE10504920 • ST ATE OF S Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet 01 Date 01- 03 -05• Project Number 050394 -20000 301- C805.dwg, 112/200610.31:31 PM, cwiseman, 1*1 6 O CL 'G V N C O O w L1J w Z U C� W S (n wx0`Z_00 W a Z >- Q LLJ F —Z�Z >� WU z Q J 0 F- W0a-tnCL U Z Z Z Q ix QUJJ -J 0 0000000 CO 0 I N (0 � N Od -00•— 0 < a� 0 = zx Q ,a Of �� 0 U O�•- � a_ � U �< I �zN I QItw 0 00 z r- w a iii `+fit "F •: KZ'CS��• .�� Q 0 �J O � � o -0 0 N W Cr� (.0 U >W U) Cr W Q0 •O.O W N a- m �a � W * Q 0 _ �-0 � 00 Cr. Q � Q � Cl� � • C� CER IF ED BY: UAo�.� ®����0 •..per ■�•.••• v/\�OO� T� 0 • O �s svaE ', [ • u" Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet 02 Date 01 -03 -05 Project Number 050394 -20000 ..... «- .- ........ `ter /� /r yf ��'L - - - -- ♦ t ` % x . , . 11 , . 1\ i ., "'. ,l- N _� . loewo!5 I 0 . I I 0. 1 \ I ol ____ `__ Z-1__ _t� 0 11 - I , 'o" " \ N I k i I i ! I It / U. 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CASTING N 095 f:.� I. �,:. --- .___ _-_- '_ __.. ,- _ -r-/ .. . - ''" \ MFLG -894 5� .--•- 8 8 63 1 t , \ �•- ._..._.... _, --.�. ` \ "\ - �.. , ' .� '°~ _ f r' ;- , , ,, �\ \\ r_� �-r. `- _ ��\ 1 JA8 ;1 \ t ,� �,� • \ �Q ���. \ �....� ' i "� PM OF SU V ... /" _ / I ---- ' -'- �, . r �� FPG -89410 8FE =886.63 � ��� . 2,. � � � -� � ----` �f,, .---I - -„_._ ',,� / }1.✓ - ` "'• .r //- '', /f`�r ` \, •` ,R \ � -•BFE- Y9�1�{/_'^ -"' - � ,�'rr� � \ � � � T SV�.4V � � � `` \' '.\ �y� ^� ," ��` \,� �� 1 t \ \ \. 1 � '' ..✓ � '1 ~,.. .,.•'' �` 4k ^- - -'fJ , % \ jj - • IE 88,1 13 `� ! ...� `/ `�li =:., N %%--. _ i 1 �''� � �, .• _ _'.-- __-- _ �/ .. , . ` IE 88t.03 8 -4 1j .. J, „_•.., .-- y,_ _ - .i' .1.r- .%,i • r / �' l 1 1 ..i ' - \ % t } �`� `� / , �...�� '�,�, tip, c - ,' r i 1.r•r r/ �� 11 mow, _ 1 \ "***� - I. __• -.•_r- r.�.. ,--- l , .o - / ,, : , _...+-_ --�'� /- -+._ �,. 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E AT TIME OF SURVEY. �• _ 11 _ ------ \ • \• \` \ \, ���, \\ N . t \ \ '` • fw , \ i ' \ ` •, �` \. -, .1 l�j j ,r ` \ • \ ,, \ �� ` ,\ \'� '1R, • M,�� f_ -•'.' _ ' V'. �. ' ; �r �/ \ . , . I __) __ A: \ ti CSC -' N. i \ O _ \ ` / i / 11 `� �'\ ,, `:r 7 i 1 t r ` ` - � ` , \• \\ ` \ �''^ ..ti_- '\ ` \. �.•., .. -.'�' � ,� _ ` .... \ , t �,. �-_ 888.0 �\ i `� -_ �. _ t ` \- \ �.`' \ 12 w i t \� t / ' \ ' -•.\ V. v \ �� \ ` `� 1-..,_ •� X "•`. O - I E 78.54 \ \ ;\ .` ._1__1_'-,,_r- -. \ j^ �� ` � `� t \ \ E 1,. ; / '~ �, \ �, T__ ---._ p �` o - o IE 8 44 o -.,R' ' ��•� ._ - �f" 11 1 G`. X �, A815 ` . / \ \ 878. .�. _.._ \ g \ ��, `\ x o I �. o� : \�_ WETLANDS" .____ __-/ I , / �I�JAL.K OUT' i(�ILL _ f _ ` ALK 0 0 '- HA A ( f `-_, UT= 896.98 `�`Q = \ I / \ ``\ R TC �/' , \\ k.•` 1 �` \,..+.-__, , �juit" \ � - \ ` ` �O ` ♦ %% - ` ` �` / �„✓ r."'/ f /, tttt \ �'� MFLG•�889.00 X �� _ .. ,----' ..---- •_._._.1.. 1i _ BACKFILL PRE�/ENTOR IE S 6.0 �, \--mow ,,� '',. INSTALLED ON THE `�� IE N 1.00 , j �•�!`j+� I FPG= 888:98 -/� . \\ \ r �_-- •____� -�.__ -�` __', /; ` \', ARY LATERAL P \ _ ,,.r ANIT �- 6 - -i `- ---." `, BFE= 88fi.98' �°`�- ��� ``'•� • -,`, .f' , rr' f..--• ,..�._°'---_ 1_• ! _ _,- I A. ` '. ` _ , .., 3 LF + AD =904.59 r .���... l� �, _ -,.� .� /� i.- ,--" \, ♦ W OUT- 905.34 __STA ( I ,,_ \ FLG= 903.75 _ ^- -_ ••.___. \ �. . \. �. .__ S , , \ a .- ..�'�,, , Ill I -\ \_ Jam, �• k / , \ _. , • -•`._` i \ ` \ \ ` 0 \ ,� _-\ i.� r / 1. \ MFL 903.75 ` _ jt _ yy \ ��.� _ _ _ \ �s , . ~ -• .,` �. % r, FPG -8 4.10 � �- •, \ \ , � \ ♦ �,, � ` � 00 � p \ \ 'R , ,,• ��--� 1. � i 4 -1s.',; _ � r'' __CA I .. _. _ -� ����- �, , , \ �,- /1 1, A819 \. , z � ._ .._ _ r -1 \ - `'\ ./'- l,. i \ / ' , ..• f" 1 rr .' + ` ` '` \ ` 1 \' ` (� 1. / t . R 0 y _.- ..� : i / \ j \. / J..�r ! _ -s._�• ' \`\ ., 1, . l ++� 1. ! \ - \ ° , 76 F 6 P ,._ +' '�~r. -- ✓1 /. 0 \ `� '•., `- �`.� `` � � \ c a�� ;;x° WALK OUT= 387.22 't � . .54 �____. � ` a o 4 A8 el ' _ _ 5,® - � �- � c 888.00 'r ;/ '\ \ o, R x STA ' &1 " "" I t •- `� \ `' `\ 0 � w MFLG- 889, 00 ___ _- ° % a,, R -- .,.� --"' I E 880.33 , 0 0 I ,} \, o �� ( 1, �_ �� \ \ \ FPG= 889.22 \ 0 0 1 \ , `` \ I 'J 1 � \ `',, �J'' , `t � � . •••, � � \ \ t, o\ \\ `\ BF = 887.2\2 T v - I I % X \ \,. \ . .., r \,� \ I .1" P 0 5 �, , G ,e I -` >> `\ . •::;� ___ 'TC 04.56` . I M G= 905.56 �� i ;1 �\ �., \\ \'0 ti ,; `f ,�� � f ,% �s. •, "'^-- I 6.62 `\ O i \ N �: / • �` \'S = r�, \ \• ' I �- .. ` \\\ •4 I _ / / / � ( �� •._\ \ �-�-.. ,``• . ` .` \ ` ,'\.. ~''�`"+��,,.,. , ••1 O " ' l WALK OUT =897 66 f,, 1-1 IE N 89 52 �,,r t,; \ \ \ i PAD05.94•. �,� - ` - - i s `\`` .- \ ```,- `��. - -.•..•-__._ �_ �_�r -' \ ; MFLG;t.. _ t ) 0 ` `ti 3 905.94 , t- `_ \ \+ NO 1 ' , f' i \ J 2 t\ :� tw / I -- * "N' \ ..,,_­- 'IS 1. I ( / 111<�, , // ' f{ , v / N - 11 \ 11 `\ /I I . ., \ \ \ I to, �-) \. '�` \ c3` \ r i �`/ \ ` `f i C_ \ �, ,,, --I- �• 0 , \ \ \ \ tg 1 WALK OUT= 897.31 - 1.Jj : 11 \i _� - ; ;. j 1>'e- ., �,�� �,.- ;.,..- . /"_ \ ., , . \- (�, 0 \ \ ( =889.00 - 4 , 1 / ~`\ . / i { / _-- ,,,k .._ , ��. � - --. �\ / \ \1`•\ ___I \l \ fr7 ',`` \ \ t \ ; -M .,_ . "_ ✓ \ 1 I ,\ \ 1 / :-, - � ` o i `'-� '�� c�a `. 1 1 __. - - FPG= 889.3i--`` - --�- -_ o .. ', s , i `. '-�- -, ; `\ \,\ • / A82-1 i X\ N �, \' `t --- -�``r BFE= 887.31 -� y ---_. 1% \ -I--% 1, \ g ��, / \ } k - -•--, \ t ."' _ T_C .5,0 t I �`. 4 �` a \ r,..�.,�..._ __ -._,__ __...___,.�__ 1,,.." 11 ll1 //f i r �, -- 1. . , -`� MFLG= 889.00 /i/ I= PG= 889.6fi% `- } {L;. BFE =887x66 . . , f / / ,.� ze, - je., . ;., It ' 817 _r I 1% 04.94 ' 6 �- ,� / N r ,/ / 1 ; : !` 1 _-- __. ---- • ��, 6 '` e \, �� \` PART1Al. WALK OLrf =VARIE r / i "`---- ------ _.- IE N 3 �" •- i' `, 1 i - r ,r �� q j '--� j �- .G= 96.50 t j 1 i ! i Y _._... _.. 0 8SL o j /� i ' � - -__ _ / / ' �. i \ FPG= 894.58 ; r � I ! - _,r _ 890 . '•�. �"-r.• ti - f`.. ► � �1. - "r, r- / � _ t �f r/ BI A..- S�L.�B 17 Ir ; f� •� � 1 \ y � # / / `` - __" _ � '�- / / ,,r "? __ t , PAD= 905.9,4" �'```-- j I .1 . , / j • I IE 888177 E r �- .._ . _ \ -- -__ . ) \\ w.._... r. . . I - __ . ___ __ / _...", _". - M N tN n O 1_ 0 0000 co co o co o p .-- 1� CO o cn vrn 11 . -I- v 0d 211 + 1, C) V) . V7 11 o p 11 �? =�v_s °-4-s M i I W o 0 =� ° O � f--- ��U =mot' =° O p � F- -¢V = CIN Ca p 1- VQC� Q! F2 _ 910 Q 1-- _ Q o �. _ 905 WE 895 i•1 ii ::1a 875 1 PLAN EXISTING fV�Ai�lHOLE S TR ni":0303 now STR A817 I - .- ------- -_ - ­_____________-__- - - --------- . . I -_ - _-ItM - I—- -_ - _____ - - --- - _.____ I W r% ED Qf% A I = +w . =r%r . . C) N7 M �--0 N ON M �O O� O O 00 ow II �t � 00 � 0D 00 r. 11 11 q44- CO N 00 1t- 00 � .V_ 00 00 0 00 I I rn 11 .-� aj co C> �s r1 W U') `... M i I W o co � W II �t�Zp =- n 11 �? ° M �.� 11 .?O K3 00 `..-, II `O_ -4- CL000 == Z�' t•�y� ter ooQ� ¢ � =O N�pOp =C .-. w C) 00 _ M- -_Z Q9H - oOF' - " - coF C-) . 1 VT.1V 1 VTVV UTJV uTVV U'rJU 0_rUU / tz)u / tuu b +oU b +UU 5 +5U 5 +00 4 +50 4 +00 3 +50 3 +00 ° Soon O O WQQ M LO OORM� C� r., ^ t-, � T-O co ^ O !` LO CR W P- P, Do _ J �� 00 it =o rn ° +o ^z - f- O'- Z(W� ozoa + &Wv s z o r- -- - = o,d z II O O t` o�Q00,i- CO�� 'o c� C') =zo oar - ff �0c)wC2 0: Qc 11 ce)�v... =�� . • ¢v�� nn____ GROUND ' i. I EXISTING i \ PROPOS ED GROUND. I . : GRADE , t t I- .... -_. ' ... -.. _�. _ ' "`'_. .. •805 1 i 11 , ; ; : . __ �___ � ; (1 I t ; . ; . - 2+00.4 STATIONING oao GRANULAR BACKFILL 0 SEE NOTE 8 F U =n = --n Jd . U¢ t7i O = O= F-- 00 ¢� U =W LgWp t` EXI TING GROUND w m� ; _� E5 viz 11 caw - � - ____ - = = H( o =_ . 00 � xxcn 00 O ?�- W W � W w 1..._ =O U ____ - . = C7 (n ZJ° 0.- O Aga (J 033 = an-. .._. CVila..l ..- -r- - _ _,_,_ i II II (� _- II ) . "`\ I . . II LJ II 11 . EXIS NG I I 21$ �$"S DR SEW I I i I 3PVC� II 1.5070 I 11 1 4 L.F 8 SDR -33 PVC CEO. 0� 87 LF EXISTIN _ 8" SDR 3 PVC 0.50 w �i C� - . V) 6 "co M 0o Cl:: N "> o +� cn p W T_ -<� ch z 2 +50 /--ruv - I tou I +UU 0 +50 0 +00 PROFILE---- EXISTIN"nG fViANl -BOLE STR X803 - STR A817 __ __ - --------------------- ______ - - - - ____ _�__� HOR. SCALE P - 50' VER. SCALE t° - 5' due 905 •1i 895 No] 885 ::1 875 870 v. uuuD iwus;wuvuuu�cvUlr.nyn�,asu,aua ,,OUO uwy, 11utuuv lu,31 4u rnn, (1w1scaiwi1, - - -- 1:1 UTILITY PLAN LEGEND PROPOSED CONSTRUCTION SANITARY SEWER SANITARY CLEANOUT co SANITARY LATERAL SANITARY MANHOLE SANITARY LINE -- S -- SANITARY STRUCTURE NUMBER 501 SANITARY CASTING ELEVATION FTC_ 715.50 EASEMENT LINE SANITARY SEWER EASEMENT S.S.E. SANITARY SEWER, DRAINAGE S.S.,D.& U.E. & UTILITY EASEMENT PROFILE LEGEND i I ' ' i. I EXISTING i \ PROPOS ED GROUND. I . : GRADE , t t 805 E�. _ _.._ . _ .....�_.. ; I • ; I I S .... -_. ' ... -.. _�. _ ' "`'_. .. •805 1 i 11 , ; ; : . 1 . • ) • ; (1 I t ; . ; . DATUM 2+00.4 STATIONING oao GRANULAR BACKFILL �o�' SEE NOTE 8 SANITARY SEWER PLAN AND PROFILE NOTES 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED. TROWELED SMOOTH AND BRUSH FINISHED. 4• 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. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE. IS BEING MAINTAINED. 7. CONTRACTOR SHALL VERIFY LOCATION & INVERT ELEVATIONS OF EXISTING SANITARY SEWER PRIOR TO START OF CONSTRUCTION. 8. ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R- 1712 -8-SP OR EQUAL WITH CONCEALED PICK HOLES. 9. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5) FEET OF ALL PAVED AREAS, INCLUDE CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 10. EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION. 11.SEE SHEET C806 FOR SANITARY SEWERAGE SPECIFICATIONS. 12. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 13. THE CONNECTION OF THE PROPOSED SANITARY SEWER TO AN EXISITNG STRUCTURE MUST BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: A. REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON- SHRINK GROUT. B. AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') DIAMETER BY A MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH 4x4x10 GUAGE WIRE MESH OVER THE EXTERIIOR OF THE MANHOLE. C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. SHOULD THE INTEGRITY OF THE MANHOLE BE COMPOMISED, THE ENTIRE STRUCTURE MUST BE REPLACED WITH A STANDARD MANHOLE. STRUCTURE. 14. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 'HOLEY MOLEY 'SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG _IT'S THE LAW 11 -� '/ 0 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. . Yi ,% ` ,' _,, . I �� ;_.•=- _.w._•___ -�" r ' \ ..�. _ �•' `� TC 889.50 `� 1 \ ' f I f ,_ r_" ���,- - �� .� �� ....W -- ---�:, . ` \' . , I E 88 i 44 t - ! 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I \� ` ` \\ \ 1 \' :\ j /' t 24 1 I S t J it t l / / \ . r,,.,r�'r'•- T' 'fir �„�. •"�- -`•.,. /i •"" r� �,.. -• •••�' -' ...»- -•--.` 1 ...� - ! ! �..,, X, T f _. / 1 1•``_ I i" j /�`r •+ �,r... -- •��•��.../ ` \ f/� ✓ -fir A ^ ~- ...••',___ �.i•^'''• " '- ^_...•.... _"•�,• �,ti� \\ `,.1 �\ • !� ' ��•�•• ... _.••.•. •'.•'•' --._ -. --- 1\ `1 , 1 \ \ \\ ` ' '` % / ! •� f . % ,.•� ��/ . _ , �' /.--� ,- ,./�- ;.i ! , �.� __ `, \ WALK Ot�T -8 9.3 6 �\ ` ` ,. , _ / ` ! ---," -__. - /j// ,�' '" / r.- - - ----!; -, ---. �..��...` '� �� �) 1 _.�� ; - MFLG� =89 .501 �� x� 30 _ . __-•-- ;' �f :) Ir �•{ / ../ ,F _ �•'." / �` 1_`w -, r.�.- r -^'.`r ' - -. ^/ .._• ! " / ,,\•' �•'• ..�._...._...�� _ ' I ••, ' G -V V9.2� '��% �� `` `\ \ ~�`•ti.` "/ � �••- V •..•r". 1. O 1 1 ,,' .^-" r ,.,•r•._-• -•r~ „�� �_......-.-... _ -/ fX �..r,._. •" _� \��, \ � r- �.._.i '•�+•. 'i� t y � 1 �� \ •� '•. '�•���'�. r•••�• !j • - _ �\ �--- - ---�- _ -. _ -` ____ � _.._.. ~ %, � ---~ o . °- °= �` � o i � =8 7.25,, \ \, \ Z717 _ - i ; n , � o/ / f ,- r,__' ..- _ �- _---- - TC X91:75 . __ ..�.,. --a- --� --� 4j �, • t / .�. i ti \\ �� .�._.. ! j((( , .-- ; '1 !/,' ,rr ,, , /•'-•� ••'••\ 1•. .__.- • �/ r-•. � '� \ ;.+ Z, .I +•� % ��.._- I 1 •1 • \ ' '\ \` \\ \` �. .�� 1•ti ..,J�t __^_ / ! � Imo,. . •'r' ' ,r/ r,,........✓""" - \ ., / , 7 / / `% "• 1 . \ \ \\ \\ �\ ` `. `�, , . .-- • -_.... -.I j / ) -'' r - '•,� �� ..w_ .„ I 8 -.154 LF 8" SaR� =- 5 1.00 `%I- �1 'i rj° i '�� i f • \ �, `•`� WALK OUT, 900. �._ �h1 w. ,..,.1 �_� ,�, -r t � - a - % f ,- �.•"• � _�.-" ---- _.._._.....__ ,•- . 1r o, .-..-, 4 OQ., 1 , r`� ! 7 I '� \ { `, ,, :� :` \, _ %f ! = t 11. �, r 1, f `r' ,�- '�- - - - --. __ __ -- -.�'/ -. ' ,--'•\ h_ ._.. ---- ^, A812 -� '� '` �, `� �`` - WALK Ol1T: 901.35 �' r % o >< f -, -, .f - � '.- .5-r00 a. rn \ �, �. I t \\ FPS- 889.66 �--. ;;,� ; ._ _ o, ,. r �," - -' ---- _. ` I 9 + ~- ��� ;\ t --� �.\ � \ -- '�� MFLG =89i.5d .: t - -__ ..�. l ,-• �,- !, I 1 t -, ,/r - -�.._ _�.,.. - Q,50 �� ,, ; I t �, \ •.• BFE= $87.66 \ ) , :o HOLE J800 I I ! I , , � ~- .. • �-- _ - I 4 ` '' �� 1 �, \ � FP6�$89.66 o t 1 F . �./ r,- �'^ u,. E W 882. 9 -� �'��� ��� �\ i \ \ 19 �-; �, .27 ,� I , ! - rr . - _._ ,, kp .�. r, __J t ; 882.29 _ ` i 1 c-' `•� gp J., ,�b r >� .� _. - -� p ,..-� 1 c �, .� •� \ �`` BFE =887 66-� 0_.._.._. _.. --� �' , PVC = 872.29f .. p ` i // Jf ;• ,- �% - ,.•' t� �` •� ` a_ CO `\ \: ~� �. ° i 11 PVC) =872.31 � o /l/ { //, , r,.. v� �� .. \\ �� \� \,�. 1 \• -» , _ :, 4 �] y _� M r = /! ! / J�'- rr � - -J •%`__1.1 � t i1 \ \} i':1 \\ \`1 ` :1.. \ +� \• •�J•~ � \`" I M L + VO� �+ '- .J .1 7 \ *' 1 ^\ � \ ter: \ * "-^_- _^^•' ro-• ASTING NOT IN .. / / �• IE S - ,t -- _ l •� l ; �, ; �_ _ U 144- T 1. IME 0 SU ; , /,' / 85._45 to ,� �Y 1�,.(� r _ � ;� •\ �• �- ____ .,t �.�, 1 f • , ,, / �I !/ /. " r .IJ •", �.. ,� V �_yr'-• ../ •'____' ^_\ ` \ \ �, �t •� \� ` , `_ ��`` `� I N \ \t\ . . -�- \ , ` N. `. IE W(8pPVC)- 8-7K87r w /j�ly.�� '� 1 . IE N(8 - ' , /.e / �' .. " -T �,.,.__� '+ (.11 ll X V \ \ O`er y _ { -r^^' .r"� \ .` •\ , !- .�..__ �,,. ' !• , .r r ' .I,f�/�f .ti 1` _ _ _ �ti 't .r•• - .�lY.... \� �•\ .* \,\ }}�' ]('�� -V V.��I.•� �. !' .// f^• �'. ,!/ r,. %`"•r_.,.,,\ _ Q - .,.r/ -�•._` •` •.. •,mow 1 't i . ••-�` '_'�'`'`~ .,�-- �. ` � ` \ � I I 4.(V P�C 7 fir'• - i INI. i " ---..� / rr.!"f'" �, ��.- -• \ -\. .__1 • Y�A1:K�'OUT= 900.50 Q, ' \ , t ��"\ - ___ �y= �� --•.. \,�_�, ,, ` -�` �� , --'IE 'S(& -P-VC) =879 -.�09 ; , / ' ;!� / ;,f/ �% �,, _ o ...PARTIAL. WALK OUT =90200 r- ~` MFLG =89 + �. ,� .-- � �,` � i -•�TE: CASTING N 05 -,- _ I - --'` \ + MFLG= 894.50 ,0 8 8.63 `,\ ! A81.1 \\ ,; - - ---- -- :,; .�._ �: a -� h / \ �.w , P M OF SUf -I �. �_ _� y ' FPG- 894.10 - BFE- 886.63 Rj(�� R �'; \\ �a • 4 _.�.�..• ;;. ►, 1, • ~f ".., / �/ , -_ �/ %,i ". .` V`� '\ ., �� ,__-, _rl -- ,� ` 1 ' T V V .4V ` 1' \, ���._ r \\,`�� \`� '\ I' t ; `� �` `% `" �' _,_! / I ! _ `'`•' . - f...•�'� '� A ` ., �' 1 �. ,. �/ . , `� BFE "892.40- . IE 8 ,1 13 �• ` / , i - - W f� I I �: -'rte =:-f' ,�`' �i rr-'' ; /� --' IE 881,.03. 1 * t \ t : f i I % ., ,/ � e .�'' : - ''-� N. Jam'.. D� 885 .w � �` \ f ! I , 0.42 \\ . i q _._- .__ -- -_ .. • ; , /� f•�-'' ; �,.r �.f s `� .�..._ 1 �,..�• WALK 0 -897.0 •\ , `° ►,'� � �. �,\ , ~• ��� �...._.�. .�..,.a.�.. ,.._....._... >"....�....,, / N_ o , ! t. { `� \ '� '\ ` \` r•1.w..rr.wir� .n•- ,�..aa,,.I a.nw.• - -- r.nrr..._ ____ _ tart -•r a - _ - _•••rrt•wr•ur - i j , r / , -� r/ % 1 , t J' r _rr'` ~`~~ �\ ` \ 1. 1 t 1 i v ' {` (�, \?JO S I� tJ �.`.. O i \ , , / awr.ti.t,•. t' i ta- .uwr�.r t 1 1 ool- • , ' FL -88 .48 �� �, v !` `�:. \ `� x 1 4 8�G5 .� _._._- _,- _ r -,' , G= 888.98 i `� oo p. -_ f'� �"` y\ \ B = 886.98 0 ;:� ,�' .I { , / 11 \ t 't r J //i i `' ` o �1 \ �� / ,Z.- `'1-1, \\ % ; i I \�, ``� _\ \ V 01 \\ \ \./' \ \, i -r ` '" r..� o- •� ( _ I � t % ' %'ter `Q `.- . ; �, �� ;'�= �o ;\ �`'' SANI MANHOLE #803 ---- ----:` 1 - :.I ! t \ \ , } �, '� ;� 1 6 �� o � Vim`_`` ` _-'-,-,,, TC =886.47'\ r t �- . -_ \ �`` ''� I i \ \'\ " TC 88 00 '�9� °O '� , ' IE NW(8 PVC) =876.95 I , _.____�. ,,;,'• ,,I N , t \ \ , /AL.K OUT -896.9 lE E(8 PVC) =87 0 _- - ��;:�:r 1 , u, ! L4� { ` I F1.G- 889.48 ' V. IE S�' _...�.... £. _ - , � ; . t 1) ( �:: \ ! �''- i IE 877.0 �• ! `'�� l(8 PVC) =877.15 �.•- -___ =` .- .- __ -.._- ,-; -- _ - ;6 R `', \,, - i �., \� �,;� FPG= X88.98 IE 87 .6U �. NOTE: CASTING NOT III' \ f._ --.... _ . r ^.. ` `.IN LL_ \ �. BFE -88 .98 -_• --- -'.! '�� t f _ '� '�� `� \, �" ,..�` PLACE AT TIME pF SURV ._.- _ _ - � `�-�"__._� . f ( I I I % , r' 11 M ` \ ) 1 �i , `..t. \ ' Q ..\ ,� �` {�; , r f,... r „ rY lr �r '�. 1 t i \ �C_�, I .. . ,� N •'i - \` ��"� ! ;�� �`` lid'.' 1 '" �s '�`• `1 r•�✓ .'�'� } i / --.- ', .1 \\ \.f , I . ., % .-" .." i . I I , \ >� \ - ,� \ 11 - - m,1I ,, ` 1.11 \•\ . +. \ 1 I , ,\ t \y\ \ \� `•� ` ~^_ 888. \\ \ \\ i ` / ' \ � - 1 t.J t 1 / \\ - \ ` '� , •\ \ 1 `, 1 1 - "\- •tom t S \. \ ~ ` f 1.Z ; I/ ;' ` \`� \` �, \ �' �_ -� J� IE 78.54 �\ ' \ •� ` 1-1, r1'��� f rra` i { 1 , r % \ \ `�`\. _\ `\ ,.. j • \• �, , ``� ��__ /` \ ".. > \ `'\ '', ,` •�` o , 1r! IE 8 8 4 `t . \O • `�'\ ` �� `may'•'•• -'-' 1 ""'``� f �, -� 1 � \, ° , •, \\ x o I U" -�, •\\ WETLANDS --/ , ; I o I I i . 1 > `� WALK OUT= 896.98 . .__ _ _ ,� ` ♦ I �--- t WALK OUT WILL NA A TC � U. VUUt)1 UZ)UJ 9411000U1c ;ac3NLnyrlUaSlUbU1-C;t5US.Uwy, IILILUUt) 1U.31.:)L t,M, Cm),erl:ali, 1:1 c 0 CL -c v 0 D N C O n'ri o U) W M W Z_ U 0 lW- W S co Z o0O LLJ W ¢ Z Q �ZWZ F- U Z U J� 0 w U) U) Cr�zzzz a Z QUJ.¢JJ U 0 0 0 0 0 0 0 00 G) 0 00 N Q 00-'N OQr-1 D Q •a. cr-0 V 0 J •- N � � U Z _Q N W 0 00 Z j` r- CD i• ' �} �` W Cd Ca T, q �v Q Q O w �- J U o � o Q oN Cr w �- GL o can >n C C.� W � o_ ._ W M �NcL Q 0 w .- r— —0 � Oo oc � N •C-z 'Z3 CE ED BY: i a i' `� � T •' � ° +wwrw•�+ bV ; . �• PEI 0504920 ; a � STATE llr � ��tRli a Drawn By: SARA E. FARNY, El Checked By: CHRIS M. WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: Sheet 05 Date 01 -03 -05 Project Number 050394 -20000 U.11000\U!>03i i4UUUUU1c;acilLs)ytl( UsiL806.dwU, 12I3012UU5 /:01.32 PM, w anuLh, 1 :1 . ___- --- _- ,�,' _ ` CAST IRON FRAME CONTRACTOR SHALL PLACE A 5' TYPICAL SANITARY SEWER SPECIFICATIONS r f - _ M POST EXPOSED 2 MINIMUM , TO BE USED FOR PRIVATE SEWER DEVELOPMENT AND LiD INSTALLED FLOWLINE 2" LETTERS, __IIIIIIIIIIIIIIi____ - __ __ - - - ____ - - __ - --- - __ - - �_ - __��_____ __ - - - - __ ______ - - - __ - 1 . --- - - - - __ ____ __M L � RECESSED, GRADE DIRECTLY ABOVE LATERAL I FLUSH WITH FLUSH WITH SURFACE Q PROPERTY LINE END. POST TO BE PAINTED RED WITHIN - f 1. FINISHED GRADE IN FINISHED GRADE NEENAH R -1642A OR EQUIVALENT, TO ASSIST IN VISUAL LOCATION. CLAY TOWNSHIP REGIONAL WASTE DISTRICT -. I FOR UNPAVED AREA W/ SELF- SEALING APPLICATION 1 PAVEMENT AREAS s�10� / SEWER �, WITHOUT FRAME I WATERPROOF CASTINGS SHALL BE � REVISED MAY, 2002 10, / 1. AND LID - �� % Y s NEENAH R- 1916 -F1 OR EQUIVALENT. = M a o 0 0 E. o ALL CASTINGS TO BE STAMPED ``� 2.0, 1. Standard specifications of the Clay Township Regional Waste District (District) and Indiana --�- y" : r' " . ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Department of Transportation shall apply for all work and materials. Pies __ MATCH = " �' K •'" BENCH �� "SANITARY SEWER ". p hall be m • . PPY p stalled in _ .- EXISTING ....'k'' . T ❑ ❑ ❑ ❑ ❑ D D ❑ accordance with Section 715 of the latest edition of the Indiana Department of Transportation ..t a.., ! . ;.••, "�` D ❑ D ❑ D D D D NOTE: DEPTH OF PIPE AT PROPERTY LINE TO Standard Specifications. P . . t7 ❑ ❑ ❑ ❑ ❑ D D BE APPROXIMATELY 9' BELOW ESTABLISHED BACKFILL WITH a ❑ ❑ ❑ ❑ p 3.0 GRADE EXCEPT WHERE A MIN. GRADE OF . SELECT EXCAVATED ° ❑ ❑ ° .00� FROM MAiN SEWER FIXES A LESSER 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. BACKFILL WITH DEPTH PVC pipe •shall have a grooved bell and gasket. The pipe shall be made of PVC plastic having a cell COMPACTED GRANULAR MATERIAL FOR PLAN­ classification of 124546. MATERIAL UNDER UNPAVED AREAS ALL PIPE EXCEPT RISE PIPE SHALL ' NOTE: „ BE AT A MINIMUM GRADE of 1.00% . , PAVEMENT AREAS MANHOLE CONFORMS SELF- SEALING Q 6 PVC PLUG 3. PVC sewer fittings shall conform to the requirements of AS - 3034 -89 specification. Fittings in APPLICATION SEALED IN PLACE sizes through 8* shall be molded in one piece with elastomeric joints and minimum socket depths as TO ASTM C -478 , , • 9 • , P � J p J 11 JOINT CONFORMS TO NEENAH R -1642A CASTING W/ SELF MACHINED BEARING SURFACE specified �n sections •6.2 and 7.3.2. Fittings 10 and larger shall be molded or fabricated in • 2 - 45' BENDS OR 8 "PIPE ASTM C -443 SEALING LID &CONCEALED PICK HOLES NOTE. .a. MAGNETIC LOCATOR TAPE accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of AND STAMPED SANITARY SEWER cy 2s fittin s shall be SDR 26 as defined in section 7 4.1 of specifications. Gaskets for elastomeric Joints A LONG RADIUS 90 - _ � 6" PVC PIPE PER SANITARY TO BE PLACED AT END OF 9 . , p • �' EACH LATERAL. shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM BEND. TIC = ELEV. FINISH GRADE TO DRAIN V-1 � • SEWER SPECIFICATIONS (SDR 35) - AWAY FROM CASTING F -477 specification. RUBBER BASE EXTERIOR 12" MAX. I` - �, END OF / n BUTYL 3" MIN. _--� s i _ 4. All sanitary manholes shall be Aprecast concrete@ manholes in accordance with ASTM C -478 and 9 SEWER MAIN / .. 4 (MINIMUM) BACKPLASTER MATERIAL. 1 /4 "f } PRECAST CONCRETE ADJUSTER RINGS 4 PROPER CURVES SHALL Section 720. O -rin s shall confo - N ,KA�/ 24» BE USED FOR ALL 9 rm to• C 443. Kent Seal or equivalent shall also be applied to all o 1. .. � 1/16 MIN. THICKNESS FROM M MIN. -12 MAX. SEAL WVITH INA SHIELD ABRUPT CHANGES IN joints and between riser rings and castings, Manhole step spacing shall be no more than 16- inches. a / ., �/ 2 BELOW TOP OF CONE TO _ UNIBAND OR EQUAL. 28 2" LINE AND GRADE. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method = ZE 0. :� •: • Ae _ � , THE BASE OF THE MANHOLE : • for Concrete Sewer Manholes b the Ne Negative ' . ; CONCRETE CRADLE • . » (Vacuum) . y g Air Pressure Test. POLYPROPYLENE OR 34 V) r ,..., :'_. ; . operation • .•:.. • ..' . / PLASTIC COATED CAST ( DEPENDENT UPON O.D. p anon of vacuum equipment and indicating devices must be an accordance with o: STRENGTH OF 2500 PSf) 16 MAX. f- ECCENTRIC CONE SECTION OF. RING SECTION IN USE BEDDING REQUIREMENTS FOR manufacturer =s recommendations and performance specifications which have been provided b the I w ��,�� , ��,���`� � ��� IRON STEPS 0 -RING GASKET BETWEEN LATERALS SHALL BE THE SAME P P P Y, ALL RISER AND CONE AS FOR MAIN SEWER LINE. manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the P 4 MINIMUM UNDISTURBED SOIL SECTION "A -A" enure manhole, including the casting and riser rings. z SEAL EACH JOINT W BUTYL RUBBER BASE SECTIONS, PLUS 1/211 w / LONG RADIUS CURVE = (n . COATING 6" ABOVE & BELOW EACH JOINT EXTRUDABLE GASKET IIIIIIII . B. With the vacuum tester set in place: w � � z o 0 (INSIDE JOINTS TO BE FILLED W / "PRECO" . • . (KENT SEAL OR EQUAL) 11 1111,111,11,111,11,1111111111 . ' Xwaz�Q . SEWER 1. Connect the vacuum pum to the outlet ort with the valve o en. ? ? w z W ~ SAN i TAR Y P P a_ W Of PLUG MATERIAL.) 24» MAX. .. PRECAST CONCRETE SECTIONS A-30 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. w z 0 a- V) .. N 0 SCALE AND _ - MANHOLE FRAME COVER_ � z z z Q_ SEWER CLEAN O T MANUFACTURED GASKET OR 5 cn FLOW CHANNELS THROUGH . QUJJ_J SA-1 _ �' .BOOT AROUND PIPES LATERAL a ¢ � MANHOLES SHALL BE U SHAPED NO SCALE W /BENCHWALLS EXTENDING TO . - • . CONC. BASE ISOMETRIC C. Accepted standards for leakage will be established from the elapsed time for a negative pressure - PLAN 9 P CROWN OF PIPES. 45: MAX change from ten (10) inches to nine (9) inches of mercu . The maximu a 3 MIN. .. • n 30 MIN ry m allowable leakage rate 12 MINIMUM for a four (4) foot diameter manhole must be in accordance with the following: 0) LATERALS ENTERING MANHOLE SHALL 6;; FOR DIA. OF 4' . SANITARY SEWER 8 FOR DIA. GREATER THAN 4 MAIN , . , BENCH SLOPE �' 1 2" PER FOOT BE PLACED AT BENCH LEVEL Minimum Elapsed Time for o I 4 BARS @ 12 O.C. -B.W. Manhole Depth Pressure Change of 1 Inch H . 9 N d- GROUT BENCH 12" 5» 4' -O" DiA. n o � 00 ,N 1. 0 IN . MIN. 1/2» PER 34 O.D 24 I D. 10 feet or less 60 seconds Q d' ^ -0 FOOT SLOPE #8 CRUSHED STONE BEDDING . >10 feet but <15- feet 75 seconds O .� � a. DEEP LATER >15 feet but <25 feet 90 seconds Z •f?- < n TC. = TOP OF CASTING ELEVATION A L C O N N ECTION DETAIL _ 0 . NOTE: ALL MANHOLE SECTIONS WILL BE WATER PROOFED ON A A SA-5A For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six Q NO SCALE (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot = z < a- THE OUTSIDE WITH SPARYED BITUMINOUS COATING. q Q diameter manholes. For all manholes deeper than twenty -five (25) feet. Engineer will determine the < W •� . applicable minimum elapsed time. C� - � v J •_ I%I SANITARY SEWER MANHOLE N CL D. If the manhole fads the test, necessary repairs must be made and the vacuum test and r - Q (0 � � . repairs must be repeated until the manhole asses the test. I SA-8A ONCRETE MAY BE PLOWABLE MCIRTER P P P NO SCALE ( CLAY TWP REGIONAL WASTE DIST. ) PER IN.DDT SPEC. 213 DR #2500 Q N W READY MIX CONCRETE, E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be p o�p PLACE 1/2" DiA. EXTRUDABLE disassembled and the point sealants replaced. z - PREFORMED GASKET MATERIAL � FINISH GRADE F. Manholes will be subject to visual inspection with all visual leaks being repaired. IN EACH KEYWAY -SEE DETAIL PLAN VIEW t 63' 6� 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches . NOMINAL 1/2" BUYTL RUBBER ,. below each joint. The appropriate primer shall be applied prior to applying the rubber coating. . • .,� 6 inside Joints to be filled with precoat plug material. � a� it -- .i BASE EXTRUDABLE PREFORMED �A.c y . I GASKET MATERIAL TYP. „J � Z_- C T 6. The manhole chimney =s including all riser rings shall be sealed using infi- Shield AUniband@ or `� � ll 1 •� . . . 4 -12 �: >� ,. .� .�., 4 - 1 . approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall -. , xx ;_ ,� w r. zf Y U -4 be cleaned and primed. The Un�band shall extend from 3- inches below the top of the cone section i�- .,�.���v ;' 06 - f REPLACE EXCAVATED MATERIAL � . • 1 2 to 2- inches over the flange of the manhole casting frame. : � -''N :« : , W 24 I. D. _ t <il W 1 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field b °rN :� ,� y = ;V .c 0_�/ 27 3/4� 34'' 0. D. 6 the Engineer =s representat ve, should a discrepancy occur between plan grade and existing grade. r 9 9 ,"� s.. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings Q T- M Z PRECAST CONCRETE ADJ. shall be 12- inches. 1% .., - ...'........... F...................,.......­ . . L I --.%-.-.-.--.-.-.-.-.-./_-- .1.*.%,:1.,..%*.* GASKET DETAIL RING OR FLANGE OF CASTING. SECTION 'A -A' *.%,.t"1.v�*.1.:An .�",....,..... ­ 1 4-n-" .'.'.7.­,.111-%* I 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches I ..-..-.,--.-:.., BEDDING MATERIAL TO BE COMPACTED #8 CRUSHED STONE THIS TYPE OF CONCRETE ENCASEMENT THIS TYPE OF CONCRETE ENCASEMENT _ opening w�th�n 5 feet of paved roadways shall be backfilled with granular material in accordance with D - .' .... 7.7, - IS USED WHEN STORM SEWER iS iS USED WHEN EXCAVATING IS DONE Section 211. Backfill u 4 z BELOW SANITARY SEWER WHERE SHOWN JUST ABOVE SANITARY SEV!'ER WHERE rider sidewalks shall be granular, unless the walks are constructed a minimum � ,� l of 6 months after backfill has been in 92 24 NOTE. FOR ROCK OR OTHER INCOMPRESSIBLE A D J S TING RING ON PROFILE. SHOWN ON PROFILE n place. (SEE BACKFILL AND COVE NOTE THIS SHEET) MATERIALS, THE TRENCH DETAIL o EXCAVATED A MINIMUM OF SHOULD REFILLED SA -GS � � F NO SCALE '�-' W / #8 CRUSHED STONE. ALL FILL IS TO MEET 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits SANITARY SEWER have been obtained b the developer nor to start of construction. CLAY TWP. REGIONAL WASTE DISTRICT STANDARD. y P P d CON CRETE ENCASEMENT DETAIL O L - I . 10. The Contractor shall be required to furnish the developer=s Engineer with a set of prints, marked PI . SA-1 1 � P � � P 9 L XIBLE PIPE BEDDING DETAIL NO SCALE in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such Aas built® prints must be received by the Engineer before the final contract payment can be W O . authorized. The sanitary sewer laterals and s QJ I - ----I A-1 8 n tubs J NO SCALE (CITY OF CARMEL STANDARDS TO PREVAIL SEE BACKFILL , ry termination shall be indicated on the surface with a ,,,_„ metal fence post set immediately above the said termination point. � AND COVER NOTE ON THIS SHEET) P Y P IIIIIIIIIIIIIIIIIIIIIIIS . 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said W co . CONTRACTOR SHALL PLACE A 5' SANITARY SPECS CITY OF CARMEL test shall be conducted according to ASTM 1417 -92, and shall be witnessed b an Engineer and a � 0 N Y 9 Q � �� POST EXPOSED 2' MINIMUM © representative of the District. The testing shall be in accordance with Table 1. Add 0.5 s� for R SEWER GRADE DIRECTLY ABOVE LATERAL BACKFILL AND COVER each foot o water P 9 W �" SANITARY SEE END. POST TO BE PAINTED RED f ter above the sewer line bung tested. = .__I TO ASSIST IN LOCATING LOCATION. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER _ W 0 , .• _ z STANDARD M A N HOLE BENCHES SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE 12. Deflection tests shall be performed on all flexible* pipe after the final . backfill has been in place > WATER MAIN � � V) at least 30 days. No a shall exceed a vertical deflection of 5% deflection test results (*The SA` 33 PROPERTY LINE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISD {CTiON OVER THE INSTALLATION. FINAL BACKFILL FOR Y • • P P s, W >- , IIIIIIIIIIIIIIIIIIII� C: U) NO SCALE SANITARY PIPES AND LATERALS WATER MAINS WATER SERVICE LATERALS SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN followin are considered non - flexible pipes: concrete pipe, ductile iron i e, and cast iron pipe). The PLAN 5 FEET OF PAVEMENT (INCLUDING SIDEWALKS) SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE deflection test shall be performed with anine -point mandrel. Proving rings shall be available. c� N Q MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 INCH MAXIMUM LIFTS TO NOT LESS >-- (n z • THAN 95� STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR 13• All mandrel testing shall be observed by a professional engineer representative for certifiicofion and � � � CD � 5' MIN. . o 10' MIN. 10' MIN. � 2.0' 00000 THE TOP 6 INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT a representative of the District. Q � -0 SHAM BE No. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO • , �-�- I 2' NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT MIS plugged 9 VARIES � WATER MAiN NOTE: DEPTH OF PIPE AT PROPERTY LINE TO 14. The ends of laterals are to be lu ed ti ht with a braced plastic disc or cap capable of r-d + BE APPROXIMATELY 9' BELOW ESTABLISHED JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFlLL REQUIREMENT, THE MORE withstanding a low pressure air test without leakage. 92 1 . EXISTING GRADE ° _ � 1.00% FROM MAIN SEWER FIXES AR LESSER 3.01 STRINGENT REQUIREMENT SHALL GOVERN. o SANITARY SEWER � _ DEPTH 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to � d PROPOSED EDGE Bedding for rigid pipe shall be No 8 crushed stone from 6- inches below - inches above the pipe. g g p p OF PAVEMENT 41 FOR INSTALLATION OF STORM MAINS, WATER MAINS, WATER SERVICE LATERALS SANITARY SERVICE LATERALS the pipe to the spring ine of the a and from this point to 12- inches above shat ' OQ �, CLASS 22 MECH. JOINT 6 PVC PiPE PER SANITARY 9 pipe P I be fill sand or �. Q " UNDER CiTY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY THE MiNiMUM COVER FROM THE TOP equivalent Manholes shall be placed on no less than 6- inches of No 8 crushed stone bedding. . •c �t� C.i. OR CLASS 2 D.i. PIPE CONC. COLLAR &COUPLINGS SEALED N PLACE SEWER SPECIFICATIONS (SDR 35) OF INSTALLED PAVEMENT TO THE TOP OF E INSTALLED PIPE ' � 9• ►� •,� TH I P E SHALL BE THE PAVEMENT SECTION THICKNESS BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE PLUS 1' -0". IF THE STANDARD PRACTICE 16. Water and sewer line crossings and separations shall be in accordance with 327LAC 3 -6 -9. 6 9� •I X NG A TO USED WHEN LESS THAN . (ALL ) 18" OR IN CASES WHERE N M WATER IS BELOW SAN. SEWER OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, , , ' c-I THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 17. Trench shall be opened suff ici ently ahead of pipe laying to reveal obstruction, and shall be '� ELEVATION protected ' ' n - NOTE: MINIMUM GRADE = 1.00 properly p ed and /or barricaded when left unattended. A X E0 NOTESi MAGNETIC LOCATOR TAPE 18. No water shall be permitted to ~ . . 92 flow into the sanitary sewer system during construction. NOTE: SAFETY LOX Water and sewer crossin s and se eratlons shall be In accordance with TO BE PLACED AT END OF . ': - • • p . Contractor shall ut�l�ze a um to kee the water level bel ' 9 P ow the pipe. Pump discharge shall en State Standards and local codes. EACH LATERAL. . ... - .. . , .. • , P P P p p p g ha! be T CONTRACTOR SHALL BE AWARE T . - . - .. • - . - . . directed o • t a storm outlet �n accordance HE with state and federal laws .. .. .. , . - ... . , and regulations 327 -1AC . ... .. THAT IF THE TOP OF THE TRENCH IS - .... .. .... .... - .. .. .. - - - . \ _ . 3 -6 20 . An pipe entering ten existing s n e .. .. sewers shall I be There shalt be no h slcat connections between a public or private water - .. .. , plugged with sere } Y P P 9 9 p 99 w type mechanical, braced plug WITHIN 5 FEET (5l) OF THE PROPO SED P Y P P yp p g TH CE I BY: NOTE: T . E until such t ,me as all tests on the sewer o su t s stets and a sanitar sewer or a urtenances thereto which would - . . • . _ .. .. shave been coin le .. .. p ted and the Ines have passed all punch �, PPY Y Y PP .• .. .... .. -.. .. -..• ..• _ ... -. .'.• .�.� P P T E BACK OF CURB THAT GRANULAR D I ... . FU UR BE D NG REQUIREMENTS FOR . permit the passage a of an polluted water into the potable supply. l Sanitar lists. P P 9 Y P P PPY Y "TABLE 1. � � .. LATERALS SHALL BE THE SAME .. TABLE 1 ' . BACKFILL SHALL BE PLACED ill THE . . . . • .. I Z;. e It 60 sewers shall be laid ten (10) feet horizontally from any existing or proposed .. .. .. .. . _ AS FOR MAIN SEWER LINE. .. . . .. . N. 004 I WMW 14iINIlVIUM SPE;CIFIL'D TI)ti$ UI �ORA'1.0 si . . . . . EXCAVATION AND COMPACTED PER INDOT water tine. The distance shall be Measured edge to edge. In cases where It . . . . . Q . O r ....P g., . ... ... . . . . 19. All sewer laterals lnstolled b the malnflne Contractor sh I ���8�f�� 9 9 - - y a I be bedded the same as the main {,ne :� Is not practical to maintain a ten < 0> foot se eration the appropriate • • • • .. . • . . . - • . _ . ... ... • .. % ��' SPECIFICATIONS FOR SUCH AREAS. THIS p m n 1 p .. . . . UROP I'OR.SILE ANIIL:ENGTH OF PIPE NDICATED. Sealer. , 3'% � ib�I, �Bo reviewing agency may allow deviation on a case-by-case basis If supported ISOMETRIC -' - 1 ®® k o , , , DISTANCE WILL BE CHECKED AT RANDOM 9 9 Y Y Y PP . . . . . - '� e b data from the desi n engineer. Such deviation may allow installation of .. , - . - So •• •. e INTERVALS DURING THE CONSTRUCTION, y 9 g Y . . • . . . �`� •• �STF •,� e . the sewer closer to a water main rovided that the water main Is Ina • . • . . . '. '. - . ,'• ..' � ��' '�F . � . • . , • .. .. - .. . . . 20. Fort -ei ht o b .. separate trench or on an undisturbed earth shelf located to one side of y g (48) h urs nonce shall be given to the District prior to the start of sewer � c) • : : • Pi Minimum: Len h for. Time for. ° 4920 the sewer, and at an elevation so the bottom of the water main Is at Pe'. _ . . . . construction. Also, 48 hours nonce shall be wen nor to don on test�n -- PE1050 &,e 9 P 9 Y g done on the sewer. o ,� least 18 inches above the top of the sewer, Diam r..Time; .. niinimum Longer Specification :Time for - Length (L).Showsi; mints . : , • -In mints Tine , -' Lien th; S . ' o -.0 % STATE OF ; � 1. ' loon lso : 200 .250 ft -300 i3- . 350 . : goo it -450 n: 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Castin R 1642A or a ua! and be '•. �': LONG RADIUS CURVE 9 q o�� •,AOIA�.•��• ....... . . 4' . 3:48 - � 59 .7: - . 0.360 L - • 3:46' . 3:46: '.' 3:46-• :- : _ '3 :46 . � .3:46 �. :. 3:46. : '3:46'• . 3:46 -. self-sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. o �` -� .`o► Sanitary sewers crossing water mains shall be fold to provide a minimum 6 • :. ' .5:40 ' 3$fi : : O.SS4 I� 5:40.. :.'5:40. . :5:40..' S:4Q :: 5 :40 ; 5:40.' ' ::5:42' . " 6:24 _ P 9 �'If `��J�g►°� vertical seperation distance of 18 Inches between the outside of water Main $. ,�: 298 _ Waterproof castings shall be Neenah R-1916-Fl and stamped SANITARY SEWER. �,��s'5l., s � �� <-� 34 1.520 L 7:34. 7:34. 7:3'4 7:3:4 7:36 ' ' 8:52 10:08 11:24 i� �- " ;.�} and the outside of the sewer, This shalt be the case where the water main 10 - .8:26- '239. 2.374L• §' :9:28 '9 :28: :9:63 I1:5z ' i3a :1s•49' '1 :48: �i n at I 22. The minimum slope for sewer acce acceptance ' DETAIL WITH SAFETY BOX Is either above or below the sewer, The crossing shalt be arranged so that :.. 12 11:20' 199: • 3:418 L � . 11:20. .11; 0---`.'W24 - - -.'1 : 4 :: 14.1 , . 7• e b the Clay Township Regional Waste • TRENCH 9 9 12 s 1 As. 19:58 :22:47 . 25 :38:- P P Y Y strict are. P 9 �o SAthe sewer ,Joints will be equidistant and as far as possible frots the water 16: . ]4;10 158. . 5' L :..14:10 .14:10.' • :]7:48 .22:15 -'26:42 :31:09 •35:36. 40:04.' .' ' -34 main Dints, Where a water main crosses under a sewer, ode Uate structural 1$ 17:00 :' 133 :7.682 L :17:00 19:13 25:38 ' :32:03 ' 26:2? .. 44:52:'1 :16 :5741'•' :' Size Minimum ,z of Pipe M�nlmum Constructed Slope Drawn 6y: N0 SCALE 21 : : 19:50. _' 114. : \10.470 L 18:60. 26:10:' :34:54 43:37: 52:71::61:00 :69:48:' 7s:31::' :. .::: • • support shall be provided for the sewer to prevent damage to the water main, 8 -inch 0.40% When It Is Impossible to obtain ro er horizontal and vertical se eration as 24 '- 22:40'. 89': ' 13.674 L' 22:47 34:11 x5 :34 s6;ss'. 68:22. '.: ?9:46 :9>iao :102:33 SARA E. FARNY, El P P P P • . .. ' . 27. - :..- - -25i \ . 88:. - : �. 27.306 L 28:51 :.43;16. 57 :41 72:07 :86:32' ao0:57 113:22:: 129:45 10 inch 0.28 stipulated above, the sewer shall be designed and .constructed equal to water PLAN ' 1. 30 : 28:20 $0 21;388 L 96:37 53:26 : :7]:13 = 89:02 :108:50 124:38' :142:25 160:15 :: 12 -inch 0.22% checked ey: pipe, and shalt be pressure tested to assure water tightness prior to backfltUng, . . 33 .3I :10 . 72' *25.852I: '45:05. :' 64:38 :• � .•88:10 107:49. 129:18::'150 :43 :172:21' 193:53 15 -inch 0.15 : 38: 34:04 ..S6. .30.788.E 6I:17. 76:55' 102:12 128:I2.. 153:80 ' 1'79:29'. 205:07- -230:46 18 -inch 0.12% CHRIS M. WISEMAN, PE I. ... . ' ... . , : ' ; . . ' ., Quality Assurance: . • • • . . ' .. ' . . . ' ' ' : ' . .1 ' 23. The Contractor shall provide measurements . p nts of the slope of the sewer for each manhole section . . TOM SCHELLENBERGER . LATERAL CONNECTION _ P a r �• .a a� • - ... _ - .. ... _ .... • • .... _ .: cn�slr_ur�t�an_ ��' ssP.,s.. S��rta. �?1P11�J2J:.J??PJ?�.�. �i; rJI..,�, ..Q,1f�R.�. � � 4�e• ���.��� ��rr'„ u�� .. . f jrus . . 1. _ - - • � � ... • � • .. .... ... - En Ineer b _ Scale: . and a available on site for observation b the D�strlct -s SA-5 .. .. - - 9 ns ector. No more than three . 0 .- .... • .... a o = MIN . CROSSOVER & S E P A R A Ti O N N SCALE m nh le sections can be constructed 1 a o scale: NA 1. . ... .. .. .. • . ..\ .. - ... • .. _ ., n odv rice of such measurements. _ _ _ - SA 10 . - ' : 24. In the event the Contr ' ' • N O SCALE .. ... . . actor does not meet the minimum slo es, the sewer section and an other (WATER MAINS & SANI, SEWERS) - - P y . Sheet F. . ...' .. .. . . .' affected sewer sections shall be reconstructed to meet ' ' . t such minimum slopes. . 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. . • . The contractor for the building or home will extend the wire from this terminus to the building AIR TEST SCHEDULE cleanout adjacent to the building. . 9 Date - SA � 01-03-05 . N 0 SCALE � . . � .:Y -- _ - - Project Number - , . \ . - 050394 -20000 ;%� - __ _._ __.._ __. ___ _ . - . _ ___�. __..._ - -- - _ _ ._____. -_ _ - _ : _ e _ : - _ _ _. _ ._ . _ �_."_ ___ ___ __ ___ -- ._ - _ -XI:_ __. .