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HomeMy WebLinkAboutCivil Construction Plans 10/10/2008SETTLERS RUN WESTFIELD SUBDIVISION S -3 ZONING (RESIDENTIAL) 146TH STREET X w Ln 0 Q 0 Q 146TH STREET SYMBOL NAME Br Brookston silty clay loam CrA Crosby silt loam, 0 to 2 percent slopes. MmA Miami silt loam, 0 to 2 percent slopes Mm132 Miami silt loam, 2 to 6 percent slopes, eroded MmC2 Miami silt loam, 6 to 12 percent slopes, eroded. 53 52 51 50 SCALE: 1" =500' soiL LEGEND SCALE: 1" =500' SYMBOL NAME Br Brookston silty clay loam CrA Crosby silt loam, 0 to 2 percent slopes. MmA Miami silt loam, 0 to 2 percent slopes Mm132 Miami silt loam, 2 to 6 percent slopes, eroded MmC2 Miami silt loam, 6 to 12 percent slopes, eroded. 53 52 51 50 49 48 C.A. "E" DEMOLITION PLAN C101 —C102 DEVELOPMENT PLAN C103 —Cl 04 MASS GRADING PHASE STORMWATER POLLUTION ION PREVENTION PLAN C105 —C106 CONSTRUCTION PHASE & POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C201 —C203 STREET PLAN & PROFILES C301 32 31 30 29 28 27 vS0TF= Vvq&P SCALE: 1" =200' - SEC. 20- T18N -R4E - STAFFO'D PLACE sECT�o s G1lQG�JOL �OL`� C�OM��� C�LaG0G`��JC�L�9 DE I LOPE: THE apt] E w U PA Y 6650 TELECOM DRIVE SUITE 200 INDIANAPOLIS, IN 46278 13171 347 -7300 CONTACT: JOHN WAITS 16151 498 -4190 JWAITS @DRESSHOMES.COM ROADWAY DESIGN SPEED = 20MPH REVISIONS: DATE: BY. DESCRIPTION: 10/23/081 DCC I ALL SHEETS: REVISED PER TAC COMMENTS. PROJECT ENGINEER: TPG CHECKED BY: BTB ie��A Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317 - 826 -7100 317 - 826 -7200 Fax www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering -10 �A4'0t� P.00eA �- CERTIFIED BY: TRAVIS P. GAITHER, P.E. E —MAIL ADDRESS: tgaither @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. DATE CHECKED: 10 -10 -08 © 2008, The Schneider Corporation uH IL: ut5 /uI uts JOB No. 5622.002 SHEET (C 11(3(3 OF 30 FILE NAME: R: \5k \5622 \002 \dwgs \Section 2 \C100.dwg INDEX SHEET No. DESCRIPTION C100 COVER SHEET D101 DEMOLITION PLAN C101 —C102 DEVELOPMENT PLAN C103 —Cl 04 MASS GRADING PHASE STORMWATER POLLUTION ION PREVENTION PLAN C105 —C106 CONSTRUCTION PHASE & POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C201 —C203 STREET PLAN & PROFILES C301 INTERSECTION & EYEBROW DETAILS C302 SIGN AGE PLAN C401 SANITARY SEWER PLAN & PROFILES C601 —C605 STORM SEWER PLAN & PROFILES C701 —C702 WATER DISTRIBUTION PLAN C703 WATER DISTRIBUTION DETAILS C801 STREET DETAILS C802 SANITARY & STORM SEWER DETAILS C803 —C804 STORMWATER POLLUTION PREVENTION DETAILS C805 HAMILTON COUNTY DETAILS C806 AQUA —SWIRL DETAILS C901 —C902 GENERAL SPECIFICATIONS ROADWAY DESIGN SPEED = 20MPH REVISIONS: DATE: BY. DESCRIPTION: 10/23/081 DCC I ALL SHEETS: REVISED PER TAC COMMENTS. PROJECT ENGINEER: TPG CHECKED BY: BTB ie��A Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317 - 826 -7100 317 - 826 -7200 Fax www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering -10 �A4'0t� P.00eA �- CERTIFIED BY: TRAVIS P. GAITHER, P.E. E —MAIL ADDRESS: tgaither @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. DATE CHECKED: 10 -10 -08 © 2008, The Schneider Corporation uH IL: ut5 /uI uts JOB No. 5622.002 SHEET (C 11(3(3 OF 30 FILE NAME: R: \5k \5622 \002 \dwgs \Section 2 \C100.dwg TM (�>1 .I I I(�>N �I•'I ('lll I( i� I I(�>N� I I W_ 'Q I C A VON 00-0 1 M_ 10 16- 1 00A NO = NO WOR 9 1 N I OContractor shall remove existing fence, posts, rails, foundations, etc. and legally dispose of off site. All items to be verified with Developer prior to removal. OContractor shall remove existing drive, walks, curbs, pool etc. 0 and legally dispose of off site. Remove existing homesteads and out buildings in their entirety. 0 Remove existing utilities lines, poles, ect. OContact a licensed well driller to close or abandon all wells per Hamilton County i Areas of e. permanent) B. Explosives: Use of any type of explosives will not be permitted. C. Traffic: Conduct demolition operations and removal of debris to ensure minimum interference with roads, streets, walks and other adjacent occupied and used facilities. 1. Do not close or obstruct roads, streets, walks or other occupied or used facilities without permission from the local authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways, if required by goveming authorities. D. Protections: Ensure safe passage of persons around areas of demolition. Conduct operations to prevent damage to adjacent buildings, structures, and other facilities and injury to persons. E. Damages: Promptly repair any damages caused to adjacent facilities by demolition operations. after bypassing. 4. Utility Services: Protect against damage during demolition operations. Disconnect, cap and remove utility services per local requirements. Do not start demolition work until utility disconnections have been completed to the satisfactions local utilities. DEMOLITION —BELOW GRADE A. Existing Utilities; Demolish and Remove existing utilities and below grade utility structures. 1. Piping: Disconnect piping at unions, flanges, valves or fittings. 2. Wireing ducts: disassemble into unit lengths and remove plug —in and disconnect devices. B. Break up and remove concrete slabs as indicated. C. Below —grade Construction: Demolish Building foundation walls and other below —grade construction, including concrete slabs and walls, to a depth of not less than 48 inches below lowest finish grade level. D. Filling Voids: Completely fill below —grade areas and voids resulting from demolition structureswith approved engineered granular material suitable to the Engineer. Compact fill to 100% of the soils maximum standard proctor dry density. DISPOSAL OF DEMOLISHED MATERIALS A. General: Remove weekly from site accumulated debris, rubbish, and other materials resulting from demolition operations. B. Removal: Transport materials removed from demolition operations and legally dispose of off —site. C. Contractor shall inform Developer is possible to crush existing concrete that Is to be removed for reuse on site. H00 Existing house on site may currently be serviced by a septic system. Location of finger system is unknown. If finger system is found during any portion of construction, remove all portions of system within 36 inches of finish grade. Septic tank shall be cleaned by a licensed hauler prior to tank demolition. UTILITIES INFORMATION Utility Hotline: within Indiana 1 -800- 382 -5544 Note The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. 1 �� !V t■ 111 I%Afj V IV %01 %0 ■1 ■ Call before you dig. E., s 1 77 ui LLJ Is U ct w CL 0 w V) w W U 0 cliC 0 o� j o 111 i r Is Roams III, DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRI '3HTED BY THE SCHNEIDER CORP. (2008) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis,- IN 46216 -1037 Telephone: 17.826.7100 Fax: 317.826.7200 www sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering GENERAL PREPARATION 5622.002 The contractor shall remove and dispose off site, existing structures, fences, A. Building Demolition: After existing buildings have been vacated, demolish kwk pavements and utilities indicated to be removed. existing buildings completely and remove from site. Use such methods { -- DRAWING FILES: as required to complete work within limitations of governing authorities. SHEET NO.: SUMMARY z This section requires removal and disposal, off site, of the following: '13. Existing Utilities: Locate, identify, disconnect; and seal or cap off V) indicated utilities serving buildings and. structures identified to be 1. Existing Utilities demolished in the plans. Contractor .may need to hire a private utility `a a° Q location contractor to find all utilites to be demolished /remain . 2. Miscellaneous concrete pads, pavement, underground conduits, utility 1.- Construction Mana er Contractor shall coordinate with utility g / y ASSUMED NORTH poles, fencing, etc., located on site. companies and arrange to shut off Indicated utilities prior to » 3 SCALE: 1 =100 3. Existing house, out — buildings, associated foundations, support pads, etc. nessasary shut off date. C/:)C\2 ` 2. If utility. services identified on plans are required to be removed, o JOB CONDITIONS relocated, or abandoned, before proceeding provide temporary w A. Salvaged Materials: Items of salvagable value to owner shall be removed utilities that maintain continuity of service to existing buildings from site and stored as indicated by owner as work progresses. Transport and structures. Q items rejected by owner from the site as they are removed. `3. Cut off pipe or conduit a minimum of 48 inches below grade. Q 1. Storage or sale of removed items will not be permitted on site. Cap, valve or plug and seal remaining portion of pipe or conduit I I W_ 'Q I C A VON 00-0 1 M_ 10 16- 1 00A NO = NO WOR 9 1 N I OContractor shall remove existing fence, posts, rails, foundations, etc. and legally dispose of off site. All items to be verified with Developer prior to removal. OContractor shall remove existing drive, walks, curbs, pool etc. 0 and legally dispose of off site. Remove existing homesteads and out buildings in their entirety. 0 Remove existing utilities lines, poles, ect. OContact a licensed well driller to close or abandon all wells per Hamilton County i Areas of e. permanent) B. Explosives: Use of any type of explosives will not be permitted. C. Traffic: Conduct demolition operations and removal of debris to ensure minimum interference with roads, streets, walks and other adjacent occupied and used facilities. 1. Do not close or obstruct roads, streets, walks or other occupied or used facilities without permission from the local authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways, if required by goveming authorities. D. Protections: Ensure safe passage of persons around areas of demolition. Conduct operations to prevent damage to adjacent buildings, structures, and other facilities and injury to persons. E. Damages: Promptly repair any damages caused to adjacent facilities by demolition operations. after bypassing. 4. Utility Services: Protect against damage during demolition operations. Disconnect, cap and remove utility services per local requirements. Do not start demolition work until utility disconnections have been completed to the satisfactions local utilities. DEMOLITION —BELOW GRADE A. Existing Utilities; Demolish and Remove existing utilities and below grade utility structures. 1. Piping: Disconnect piping at unions, flanges, valves or fittings. 2. Wireing ducts: disassemble into unit lengths and remove plug —in and disconnect devices. B. Break up and remove concrete slabs as indicated. C. Below —grade Construction: Demolish Building foundation walls and other below —grade construction, including concrete slabs and walls, to a depth of not less than 48 inches below lowest finish grade level. D. Filling Voids: Completely fill below —grade areas and voids resulting from demolition structureswith approved engineered granular material suitable to the Engineer. Compact fill to 100% of the soils maximum standard proctor dry density. DISPOSAL OF DEMOLISHED MATERIALS A. General: Remove weekly from site accumulated debris, rubbish, and other materials resulting from demolition operations. B. Removal: Transport materials removed from demolition operations and legally dispose of off —site. C. Contractor shall inform Developer is possible to crush existing concrete that Is to be removed for reuse on site. H00 Existing house on site may currently be serviced by a septic system. Location of finger system is unknown. If finger system is found during any portion of construction, remove all portions of system within 36 inches of finish grade. Septic tank shall be cleaned by a licensed hauler prior to tank demolition. UTILITIES INFORMATION Utility Hotline: within Indiana 1 -800- 382 -5544 Note The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. 1 �� !V t■ 111 I%Afj V IV %01 %0 ■1 ■ Call before you dig. E., s 1 77 ui LLJ Is U ct w CL 0 w V) w W U 0 cliC 0 o� j o 111 i r Is Roams III, DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRI '3HTED BY THE SCHNEIDER CORP. (2008) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis,- IN 46216 -1037 Telephone: 17.826.7100 Fax: 317.826.7200 www sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co CQ CHECKED BY: kwk TPG SHEET TITLE: DEMOLITION PLAN DRAWING FILES: R:\5k\5622\002\dwgs\Section 1 \D101.dwg SHEET NO.: I z CY00) V) � >--4 `a a° Q C\\2 C/:)C\2 d z � o o w w H �:D � Q Q o W a w H 0 LO co DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: DEMOLITION PLAN DRAWING FILES: R:\5k\5622\002\dwgs\Section 1 \D101.dwg SHEET NO.: I -_ - I I i 11 I � i. Or I �i.i �­­ : ­. . I I - ;; I I H '.I ­ �T:,;. ­ I i; L, .1 I . " _.� lit I . .I- ,,­%� .I. a I ::I ­,i, I :";, . I 1 f , .'�,_� --' I I I I i : '.I - ) i . I I I I : ... . I I � I 11, It.. 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I P r- - ...... ­_ f., :-I ".2 ­11-1,_ ." , It IJ - Z 3. . . __� 'I .11, HY, _E; 1, , := . -- -t- I - I I -­ - " `,. -1 0!-. � W I L( , IT' I -1­0'_,fLE , ­ ­%� ' 62.1 , V, I , - 5 ASPH4 ' All Other Finish Grades 1+1 ,E, , ; ,,,i," - --i 7 �,. . ,E -I--:[- ;I:::::::;!!: - I :::::.-,:- : ­ 4­ ,,­ -, - - � - . .1t,, '".41- I . ,:4::::;; `­J 'I ET,; . �._, ,­_ it � . . - � __.___.___ , . ---;,I-­ ..... � ........ ­.­ ........... ­_ ... ­: I t _� I ,,_Tj,.1 ii. , . : r.::: 7. IF I � - - _"7� - - ____ - . - _ NOTE: I - x 1+1 1` ,It _: � I ..", 14 I - ­;;:::;;::7:;;:; ::;;:::;;;;::;;;:-. I_ __._ I I - __­... - ..? If:. _­.. ­'. .1,_ 1.f ;:: EE:::;::; ........... � ...... . ... ...... ::;;;;:;::;:;: ;::::;; ',.-..., -1 - I - I I i: ;,!W�i.:!;:;::::­­, It - ir F!:�;:::::::;:;;; :;;:::::::;;::::; .--"-._::::v_::m . . .. .- - r_1 I ? I - it - -­ '', ....... .- -, I .".1 .� ?.­ . � .:..::!j7-t,tTitfdf.6iitHfTiH k,'.t I. I it 1-6. I I . 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POND #1 CONSTRUCTED I I ( MIT Imc .- . 11h j,-.`:;-I:0' '-, __ !TW.X � I F_ I- - - - ­ I i. ­­­__ -i:�!�:.-_ ­;i��iii�TTT' .i. -,. 'IX I - lh-itt"IttI .1. �. .... it.4 if . . . . . . ................. 14:;j.:: ..... ­_ i_11i .....". .. 1.,4 .", ... ., .., .. ", _::::-:::N4; !,. /­_", - ' � ...: i ,,;;;i"':�4i�"--'-'-""'--'--"-,�-.,. , `�­ * " :t:::!­ , '. & i1i -. V I , . , I ,It, , * .... ;- ;4 if!: 1��­ . __' . r I . ____ ............ 13 11--,--.--..-.-_,.-�-....---,...-,�.11,111111.11,., ____ ... ___ - :�:!�-`­-­ f;;;;;�;�i�!!!i:, ... '. " , ! _ , I it j . - ,_ - I .- --ii 't - .t" - . _� - -- -i�L;-f � L'._ --..---,-;"�,,�'ll,�l,",�";.---.---4-.--- " .1 TV .. -, ­......'....: `_ -.,. - -1.1 ....... ­ . .. , i I , I .. . .......... - ... � " - I I p ,:*` 'IE . - E. .... )". ., -, _:f ;­,,� - ", , "'t, e.;f .1 , IIj -1-1. '. , , �2; ' ____ , - , *tary Structure Number � . "I , "_.' '---'i _'�' f'-'�L-!*-'��-'--'--'----7i�"-"� ......... ­111I;­__.______ _. ." 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I , 14,; , ; li. ITT �.,;i�:ii!i � .... ... I; 1 , ; il't "I,, . � .. � lq., " , I � - I .1 I: Ili " if -, i ", I I �_.' I L I " -­ - I I, � i I::::::::::; 1 - ; , I I, . , ,­; I. I r- - I _N . .. . I ." . -11 �p ". F I ; Elf i I E­' . 4 . I I kl', :, .. i .11 . i i ,!:1,:i­1::,.� "­ ..... I. I; . 'I..., - ., I � i - ; . ­­ ; E �­,, I ; il.-I-.1-11-.1-11 ......... . � I �i , 'k fs� , t ,." 0 I: , I "i ,�, ­, - � I � I %_ - .. i ,I. 7- -, I Ir . ,I I "I, : I 1.1� .1 L. I ..,, ... i - I 1 ;, .I I . 'I ff %-I I . � ­.. . � .1.1--.10*1. � ,.I- ,-- 1 � I I ;:::: I 4 � , ,-I I" , , . . I I �f�d. - .. � i I ... .1 -..-..-..-....-..-.-.---,��?"If.."�', -.--.---.- I -f i 4T_ . i. :;:w::;:;:. I 4 I � 1 I 111 , ­j.;., %i I ". I ,_ . .1 ;, � RAISE S'ANITARY . I. . * �, % 14 I I � . I ii'. ; CO I i I I I �", I I i", , 0 ,\ .X: "' . , ,T:;f,;% III ip:!­ 'j.; I I I E, I ­.- ., 4 It. *I .. ___ J­- I !�- 1::::::;TT: I � I . I . �Tt :_. .+.It -1 I- . , - �.4 I . 1 - - I I I 4! 1 E -_-:;:::11. I . I I "T �_ 0 . 11. I i 1.; I I A I i � q i - . I I I;% I E ?" I I;:T::::-. t I- . I Exis ng Flowl"ne :! I \._1 _Q_ E.,.�. ­ .1. I I I .T T� 1. , ;i . I;,, �.., ­ I - , .:r­:.1­1 I - 11 ,;-;j ,i.,...:­ � . . � I I I ;I Ili ..; I :, te I , I I I -, _I.4� .. * I, , , - .r ,� .: ,.I. - It . ..". T! I i I .p� tt�7 I t'i- cl- �. . �_ If . ....... i k .I�-:I": I ; I . L4:3 � .1 I a_ I, - o ii� L.L . 0 1 ­i 1, 8 4 --- t I IT.? t P i 1:::T;�*:, I V.1 ,_­;t . I. . 11-.,.Q 11, : 1, . ." i ;, 1 --- ;1 T � I I L,,I - - I 1 1 1 I i :::: I .::::::::;; I I i IT :ii,::i�ti; :%A - i:1 - z i fl. �i I .. ." ; " 0 ..... -1. .. .. `1.1111. ".., ­'.r, : ---' L'i *% .it -;.'jil, ... :,;II.- .- -­C_� .7 "; I I '�- 1, III; 1 I .1 If I f --,, �;;i: It, ": I ..... .I...., C-D U �� I I I;* - I . I I t , _ 1 ! t ::!:;:;..` I I , . '­;::::::: � -:­_ ­_1 �IL i , :;:;;;:;;:;, _ - : . -::�:O. ". 1 I . I I I I ...... I .... 11 %� _1 _r.il. .. . I I I i . - 1 ... I I I . LJ r, 11 .. .. . , .X .+, I , !: 4�:::::;!; .. ;: I I I ii--�. 1 lit.., . !..., , I I , - I,. .1.1 1­1 ­­­ *Ues " � U :r __ ,J­,." , it,. .. I I IT " 17-f-'11ii F "" I ""-I i 4 1: . [11 I I � I ..;.. I-:-,!. 1,� ::f J N1. `�4(CH-H1v\/fAH;ZM ':" j�_, .. I :�;,:f , . I 0 I , CASTINT'STRUCTURE " 1.11 '', " li: \ ,+. / * �, 1, I : !!�:�41 It I 1- L.11- lr;l .. I I . , ISIE1 ,?T-9­,� . , X __ .--.. I . t '! Existing Overhead Utfl . TIE ! i ...... ;­ -, I .%.Y .., ..... 1.1- _011 � , I l't-ii , I I - ­"I", I - I !:; ��,,. ht::­ I ', �­�, I 1 r1w .11.11'.. .A I. '15 -T I i . -..t!:!: -, - r .,i1­*J J !,.-A iq� - - 1 1 _ I .... .. I F) -'.' - ,. ,-, ­ .! I—— ,!:�_ ,I. `, .. - i . ! , I i I i I - 1 "t - I ,il .... .. ''I III- if I I ',�. 11 ___ " I . ; - 1, I I 7: � i,f IT T I-i I I I 1:4 I I I .......... . . . . 11 %,�, - � I - = I I ..;; I_ :,:*:,:, 4 I I.J., !,-I-. : I 1.:i %_n .,.,.! i I . 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I III : :4 t -�. .7 �, f�. � .1 ., I 1. f.�:, . - , � el t', !� 1-t ... ! ,"J­,�," .11 I -W--"-"- "I I' , 4. 1�r,,,� 1. I ..'I.. , I., T. i i % _0 li4 . J., I 11.1111 ITT I : 11 ,,:_- 11, . 4 fit 1i I , ,:,. I I ....... !.. ! ! 1 . It, C­ I It I E,­. I...,, I— ,­' 1 ­ " - I F I 4 : i ! I 4 t" .�; I . - % � I I 1'.. ,,,r1i.;:`TT 1 ir :ii!!filil I 1 1 L. ill 1. i I 'I I,,. '; I .", I "..,I " �11;!:­, , I 1 i I . . - Denotes Pad Location, ­__ `%. �­ \ t i,\ I. ,,, r �­EE . I , .� - ': .. . , , -, � " - ... -� -'1­A4;I.TTEr!.­I-T;..F -1 � ,:I:iiiiiii, 1 I I ... �Z.' 4 R ti 1 4 1 it, VIE ;,; . � I, .. it"Elf., 1.,,J� ", �, El !IT I . : , "� 1 % :I::;::;::.:: I � i I ..... I -.I. -; , ., 'i , F"t f"i , 1 i 1 1 1 I .Ef I ; I i - � ; � . -1.1 T Riii��::;::_i I 'I ; ,--. ..�, .:1, ­ -) t �__ I ) �4 , �� .r - < IT - I I I V. � , I I 11 I .. 611 , 1 , , I i� solution derived from Global Positioning System (GPS) observations processed by I .., I tpiii - % I IT : - . - C/ I lq:�� ��­ " - " , , .i;,.:;i,:i.'t;�.r 1. '] I i ­111, - .. .e - t_,�_l \ i ,!�':�: I �Ef ,<1 I i I " It E `,-ft 1 , 1 i �;; i it t - I - T.. tvi I _T k1li" I I I f . , � -4- I it + t ; I ., i 'it. V% I r I I 1. , I . , I :-. I., It& , I � I I - I" I ,I !I . � 11..r "..! I J, .1, � I -, . � H . -11 , H I - ;I 11 i Size and Elevations National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) 4 ��� 1ii!Hiii1!I.I­I Jl� 1, Ill %Lf, -, -,� ILI t 1 fE. !, , ti ._', .1', I � J J I : z ­.. , 1 :::ii�iilli �r 1 , I I I I , __ ":;:" . � , I � i I_ . , . . F4 "" . ­ I, I _ .:.i!:E-.J,�I i -1, i 1 'I ill J "I I I I I wit I . 'I -it I , . _ I . ... ­ ., - . I 11 IT .. . I I , ­ , . : I _� ,-, � � m,4: . ., _. !;; ; ,I 1. I 1f1­::::.1:` ".., 14 ,.� I - , 1, I i " 1, . I A\\ ,�': Ir I Ill: ... � I, '. ,I, .i !I: .... ) .1'..._1; 4",T. I " I : ` T I...­zN 1. I I i . ' - I o � I 4 t A i I i 4 lu I 1 . 4 ­1 ii.;-;;�;�;i; 1 o., ;lE11::!.:_ I I ­ : � ;.I T . *1 , , i�� :W __ / I I � . . . I 1. , ,1 !�:::; ..... ::I . ' - Unless otherwise noted, elevations shown hereon are based upon sold � V.. I-T . I 11111N,:­ ,:­.-i 1i 1 i ", � 1 ......... I C." - I., i- <;�E­4_i .t, t;4imm ­ - �.,., I . � qtttl, IT. i I I ­ � lilt i I , I software. , ` I­:::;;:I:r,;,p. li , , i : I I I 4 i � -.6, 1.1 , , 4 I ; . 't . I.::: -ii:;:;;;�ILI, i *I! 1, 'Ii,ET`:I:­ " . I I ; I 1 I I ti :�. I � . :4-ii.4, i . , I I I .. 1. % i i I A I -.�: z I . .. :1 : 4 . � i I ::::,:::: 11 I � J . .,_` 4: - I 'O 0 ,;. -� - I --.I E-�, "N­ ­, "' IT -�Piii " I .I. *I .;;::&:,I. �� I iti:�-'--'\, 4 .,T� I I I I ., � I :::::::::: 1. ;: t ,:" I I 1 , �­! I .::::T;t: T. I . _', ., .,- - - - __1 - , - "r : ... t" I T 4 !;!; 4:21 I 11 i I �'. I OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It . ,,�T,,,Tli'. I G � I 11DI" .. -, � . I 1, I f , T 1 i I : I " , . I ,1, I - ., _L_____J I ,top - -1 .41: V I I I 11 I - I ' � , iz , , - . I 1.__11 .X I ,--1,Z,z:1,, , W, ': 0 t. :. ; , - i, - i t I . I I I i f W.- I ­f,-�l itir * .��,_� , � ; , , -, .. - - , 11 �J..�' If.., . I -1_1 :. 1� � - " I , , I 2;T:!!!. :'l,, l:-..V \ !T\ I ITT" I 4 TZ ; I I -',% -, 1,_11, U.-I .` � %. � Lrb- .,.I! , , , , `;i * -!; III 1'r".. __ . 06.1 L i I i 14 i - , ­ 11 I"? 1�. I _. I'D , - - - 11 :. .I:,;:;:: , - , I:,... I I, " -, I � - I : . i . ;. , ..� .. I - - " 41 � . f �,; , i ii�t' ", "' , .. . t -,it, 1, \ / , . . Be ` 20 N_ 1-�,+,A I it, I' ,� !:, N3. Ii 1, . I I � M f, " 'if d ft. �,, r..-) i.e-<�"`I. "ip " I 1 000.0 I I f I , - -00 1, -h. - \ df-; if !"-,;. I, ,,, + . .J.. . "!!it'l if if ",I It [,I.'. r I "T:'Eli 1. .". !_ , I_ , -fi,)) -M SECTION 2. 1 1 � ,,, \ 1. Ei N..:;:... i I., J � " e., I - � .., 1 . .1-il!% N*, I:, 4 I ... .. .I �1:41, I --:Ir �._�; � .11,�-11,- :, ( 1,". .q,i i!:::1j1F!.!;!�_.::i,iI; IT -, - :, -,. I �_ .... � � If-19 E , A , I 3' - ',.. i I' ,; WI , ,..9 - I'-,- I A, I t... T ", ` "t..., if lit, � 1 , "� " �:> ,-�,_ , * �iw:.;",� t,fj% it 1, , ri", I 1, .0 ,�! 7.If ::;- H \ I - , \ -It. i . "! I .. � 1 I REA ; I PAD '. . , ,_X, f. - L" .� ., -.,.,, , I � Q'M DIT � 11� . 10 � I e 1. ,`. .I ,­- i I 'I", . ty " _ ­0�41­; . 1. iii, I .1; � ., -, t , I ti . . .I- I T. , .- L - �:��.:;:�:ii! J .. j "i . -r_ . 16 __ , '_ IT 'IF , il, IT, ,i�., I : I , 11,1-it .��, _. I-1­ tl.;!�' I, Ts;::::::':;:%,, � -I T.. - , - 1 il. ";I , , `-'!;�, "', ­­1 I . I :4 it; 8 1 1 1 i 4 t':,!i.: ... :;: , ; i., .L , �, I .1 , � I �� , I I � . � _::::: :1 --- I . .1 . , I I M "_� ---I- - - ' .,_ " I ,�. r. I __11 . �, , , . ,,I -.,. �o� ! I , DA Potential Dafight Lot � f . .J'­7'*A I- iil!!!;�� %%.", i�!:'T�: ., I - / / .� " I . 1­ I 11 :;;::;:;-:;I..... 1 ­s. �:,��K,_.. 4 'itt" - . .. I ­ I . . 11 % - ­­ -1 �;: I: :::, I !,*:.:: - f I ­I I � . ;;;;;;wta -. �i I !.: I " .; ! : T i ; I . .. . .. i�qlt- - f 4 V.. I!,:, i-!%t'., "k it I:, i . I i::;:;�:;4 *1 .. ;Vr-, . V.. . ; I " '� 'i � I. . .i�. ... !I... i -4, "', - - I "It, I . ... I I . j! i :::: .... ?! 4 I I tt I - - I I -, _­, 40 \ ,,,�, - - I III I�ik,-�, - - P. <, �q I. ; . - DU&SE '-'- ------ , ---.- - I I T � I �� ; .. I I I I __', � I \ - 'R I '-'* ,..< " . * , , is my opinion that the uncertainty in the elevation of the project benchmark does ,,f: .0o,<, =) I . ,-I % I " i ,-� 'R� ic ...'SN. '! "' V ­­. I... i- , . "_ T 1� ; i:-. . .... ., % I not exceed 0.10 foot. I A -1 �, � i,, '111, , I IIJ - "-,)- ., . I ....... . , t, � i- ":� , ,�. I ! I ti:;!:::;;;::i. It , "hi ;L, t..": : : : I - � - 7 .11 I ... ".. L'i"PI. `4;% ­1, ,:1 , , "T'I 1! t� "i I.... .1 1, "."'tE.1 I I ...... . . I - 011. 'XItt] . -,*' " -rI'--: --,,. , .".- .,. 1, % .0%. 1 .. I I I t i , - �� ..-: it ::fl, W/O Potential Walkout Lot .1, :� "�'% / \ , TE _,,� II ) le, %40F , " r".. I - t - : , . . i 1�1 ".'t�. inf�:II;ij, it ', r I ­_ _'. ! � i I I T f-'i . i � -;;;:i�Ei!!1i;,T, "Ar, , -.1".1 ..,,,!.-.�.. ,ill .. i: :, 4 ;�, ..­ �. . T !!!iii ., r Y"', . ,_ I <,."' � / 0 C14 -K .. . ­ ­ ......... I - i 1, 11, I _.. ., , ...".."'._-, -­ . ; q FL­ - I - , ::::::;I I.. I I 1. . ! K % Y, - __ :1.. .1, -li. I , 'I Z".::11i, `T, .11,11.111.��11.11,11,�,�,,�,;;."-.,!.,"!.".,, ......... � ....... � ...... ,�'.11,11��,�",-,-,---,-�,-�,-�� . . 0- f 1411 I - 1. - 1�� -11 ,.; I � , ,,I, ,;",!. '1:!,-4,�, IT ,,, '�. 1:,�.'r:!_ ............. -, -,- J ­_ . . . . I - 0 - ', -I , � ,��T - " - - %, % - I I C/') ­ 112� L �� X, I r_1 Ft . - fc) ,we ,;�, 1\ _�_ .. Ili '.. .::; - , �.- - I . .i;..­1­1.­ "11 �, '. - I � I _,,'t, ".* \ ..it' . . .� 'T­% - �_ i . - 1% V U "") " .1 , ". 1 4 - 1, Im '­ , ..1-1--i ....... ­t­.1­1­..I__ ............ :, ELEVATION = 840.717 <CP1100> (NAVD 1988) . , 11:.-�-- , _1i 'I''t, , � i , _ I - "' `,`il .Y. 'ti I., ....... I... . + 41"y � .­_ i 4 . i I . i I ::;I::::::: �� ,h, . 1, :i; - 0 1 . Ht� ,,, :1i ." ;,-.*. 1 1 1 i 4:., � � I ; :::;:::;: ::fit, .... . P ... I , - . . - TV ., -, - , If .. 11 I _�_ . . 11� - - I ' , ,K� �, i ,f�,, "', IT ill. 1 1, % I I; , - - . ..; i i ,_� I 11 ..... I I � �- .4- 1 0 - ) -I, 1i .. - .14'i, , . I I ­_ , ::::,.I: I :� I ..., . - I 1­1 .1 . ::; , "I :::!!��i`;N - IT ..- ,._ 11 I � 'i ,­ If I0, , `T,;;;;: I --t - - . I� IT \1 ,I I_ t - i i i i :::;:iiJ,:t! �_ . _IET 1z I i "' t - _,� i \ . -, .­ ,:� ;::, t4 !;::: - - t"11".."', ... I- ... 111--:11-110-11-.1-1 ... ­­ ...... I ... 1.1-1-1-.11-11 .... 11-1--l-.1- , ii . . W - I 4" ^ I , -;;:::::::::::!, . ." " - ti '. __ - I .. : I" �l ,,,I.:", . _*L- I -I, "I ­. `i_;;r;;;;Z;; if -h I % -.", - .-,. ., " ,,,.r - . - �tp I - . , . .., \ , 40 - __0\ 11;�i��, 'il; I I . - 1i; . . ......... . ............ . Lit: , � _,,,__ .%.j I I IT* r,00) 1'� [ e., � ., , - 1114, .,I!i:: `i,!',�`i;`,,., , "I I ii, 11. I \ 11'11�1 . - , ,� . _, I 11. I I 1� .. it ." LIPA I I 10, . �., : - It , : ::Itt.. IT Y� ..) I -1 "IfTi, ,; .....�;�­Ii "i % "'_­­._­­ ......... .. : .... ft;� ... 1: .... I.I.- ........... ­­ .... ;.:.--.---.,..-,--.,--�---".-,��-����� I A )I I. :1 Ir.- . ,!if, -, ;:;;::;:::*' 11, .. .I % I ­­ .__ if III .f ... :1 . , !;:.!,I. "T, , ..� , . I 1., 'I,, j "'I, 1, --.,. ". - 1­ _.... _,_ I . .�. L,�Ph " I ... t "I . Zt._::;.1 i , t I �1 . , " I I TBM 1 - Top of concrete monument, flush right-of-way marker at the northeast IF:— I iq �, I 1 1 , I.-. I I " i It � It -1 ___ I- 11 . ....... ... . 1:1 ., :::;�, , � .� _11114:111-111: I �, f I I I ,I:::::::;; It , .. :;::;;!; I t it ti. '\, 4 1 , -I , ­­ - J *4 M I r� s V T�� �_ .1 I : .. ..... � . ....... I -� 4 . It. I ' ,�, . . \ 00 I 01� .�,�­ " I. ,__ W,..� .. ;;�,4.z I - . ­­ ... ... -, ", tit, ;T." 11 , '� 1, 1 . ­­ I c. ­­ ____­___­1Ti­ I� X , . i 'i , , I . - . . `,, .. _ ­­ I i .,_,�, I 't I , _ � T, . fitttt. ,if \ ,ill! III 4 .. ....... 4 ___ It. I 41ij � , ,)�' �.-t, .,:t9'W. .1 �\ I. ,�.,�t_- i f .... I . I , ... ...... , _ &_01 ­_ I � 11 t K . . 4f.'. , , _1 1 1 . I CD .. " \ ` - �T-01­ ,f ,.,., 1, - IT i I ., i 1.111-1 . I LL1 I- - _Z - � . or, (P '�; I .", T� I - �, " 4', � I I W I Vt / �_ :::- t I, . k I 4 - " -iiiiiiiiiiiii'l.-IT, I I I � -1 - _t -1-:4. I . I.— h .I It I *1 ., I� i _11_ .. , 1��:,­I " CIL I I � I i ! I .r ­::::�:: iM 7-W , . 1 I ,I, I . I ., 'T', , 4i 11 k, .!,q - - ",. I ..�, ­11111.1- :1., ..-t! ...... ­­ , ;A;Itol .... � ........ ; .... ..... : ... � ....... - ,I,. t I I 1 I I I � I .l, e ...... � ... � t: 1,.,�-., 11 co - .."; . I ­ ,- _! " *;:, " - -4 " % 't ,,, I -, I _T11.. I - n - - e, 7!Ii ` ­ "-,;­-'_,.. . "'. - ; . . k f f If ii:!:�:,,­, ii, I_ �:3_ I - - . .1 !,;: ...... . . .,, , I t,, � ,��_ I 'y .. - . i c n .1 e , , I 1� . \ e.: S­ , �1- - i : ll� if . I '. EZ_ - i...., � � . I -I - . 1-t . " " ­_ __ __ __ if .* ! - - , I -i ,"-u �, ; ,,, '' ';� - - ELEVATION = 836.58 :. " ., ... 1.. " , - ­1 1. __ - .1 or) 1:t,.iE!4 . 1. . 3 i fl_-� . . i. ­, ..L , 1 1 , i - I ,f i F .11 1 j 't .%.­.I�T . ... . ............ I ....... +, 1 ...... �"_­._.__­.1,_,,1:Z7:7LL ,,.r:� , I— � fit If -� 1­1'. . - ) . .. -.-\ . I - I I .I I � I '. . , , , rner of the subject tract. -1.1--.111111.1 -<D I ii i \ / t--\ \ , -il' 0 I— 1 1 , V - , i If I I -1 � .f iEi, I - `:T . - �., . � , 'A I % -,t;`r.,,1T1;,.,!` "', I, � �., .. IV- I ;iiiiiiii�tif�,I % - fi;itit, "I 11 . -I- / IN I - It ,I, - -,-' . T­% Aicil.., f �, ­ i: I % V 1.11.1-1-11-.1.1-1Z., ...... � ...... � ..... "It .... � ... I ... :'­ .. . ... - I. ."11 � 3�:: I ,�, 11:1-) C) I 100 ( .. \ I Z � 11, . -,.\" ,-- . , N ii:tt.11 t I ",-,:�t, ,t".t�v. " ;;; Aii-iHilil Elf I 1� ,-!W .-, 11 'li 41, , "' ' I' I , , I V . . I / 1`^, - 4 It-, .� III I i , f-,j f tt S �11. 1:;;::;::;�:1ET ,J f­- "I ? L_iJ ;:;::;;::; 'I, g: \ P'L " I \-1 ." 11 .,I I It it .' .1 ir �, _.:"i-,;4!4.,Q! C; ,,, t, ....... - - - " fiiiii- it, 1. .." , . . , I I % .�. . -1 - -T, - 'it . . ..... _ .tif"44 -, ; I ,i. � . I __1 . , "� \ 0, - cl.._. i " � �604- ­­ ", � ) 1. I" - " ­ �A if - -) , :" I - , III, ,, , � , .4 .,,I . I.S.- I I 1T ri;I'C". /` � P-4*1 .... !.riimf _11--, ,IT I* e", 1 q 1 4�, -5, 04. ""', - - 1-1 - I il" :_1 I �8 .."It"ItIr. . . " ­f, I. a". A­ -#::,-, ."; 1, ... . It ,,_"!) , I I I It " "t I, .. . . L' ) t . ," ,I 21. III % M:; f-, 7 .I. , it", I _;�11111;`, ;: . .." ,,' )*,;ii"'.1!!;.",;l ,,, 'I , ') .", . "� �,-­ i' I �n,�i''i . If, r),00" 1 .14. ,,, - . \ " Xn .. 1. ) 01 I.: r�_;!- - �_ .. ­ ­­­ C-1-.. I__ - -, . $, _ - ' I I `ISII;� I _,� i � - I 73", t! \ -," , I- it; " - O'� , -I ii - __ ".". ::00. . i " - \. I , . . _�Ii \_:� ... ,� .- \ - :!: , - '_;_ ""I t I!!!!!. ,��.AU i: ;N , ..., il; I '. 11 " , _q; - - I,, T, - Tl� 1� ,I, . .- ,- , T " , I", " - . - , I - , - A 2 `-ti�i­ ,.f­"40,_ 1 4­ --,I I .,w-;T, Iiiiiiiiii, , W 4 , I- I'll 15.­ .. 11' . I. IE 'I ­ Iiiii - : , , / ,.� � . -- .. I" ,I!:: .. �, \ ;�,_:�_,�,. CD - Mag nail set 1 foot up on the east side of power pole #197353 along the \ -.�!:�-Iii:;!�.� 1, I 1BM 2 1`11 / ­ !,-�!il ... ., 11 - ... I. _`_Ti ill! !iiii! ,` � � ,_ I N 1, .. ,�' I LLJ 1qf , - .I. ­1 It'li ...,.i +1 __ -.I,) / '. , � ,,,, ;h ,� . , - " , 1, I 1, 1�'t""Ar.1- -:;�'!,�-L- ut" -,-,;i .. . _: �< .1'.. , I .t� 1, -, I , , I I - � E:� �� � _' � 4:; 4� ,,,,i _ ­;:;� -r-4 "" "I . �L, 11 �-,W. '..'j." `;W! it It -::t I .1m , ,�-I­ . �1 . \ ff- Ir- 1 2 . It . ...., I .- . .. -Z.--�`4_ , ., ITT' ;! I qq,. t if - � I. it� - I IT 0 � � . .," 11 . - ­- - I,.�Lj, . -k _` - - ... nitt'.­ !; . , ., 11� IV ,� '-") -`­'4-7,1 . .......... "I'll'.- %:,_ .... ___I, ­­__ 4:4.1, ....... ­ 11 i 1. fif �_ - ,�.-, ,., 11. �.rl �": - ­,, W:;;;;::;I1. � ?4 . , , � ­i:i­!;i:, ­ .. - , " 11 west property line of the subject tract, 72 feet south of the centerline of , I-, it 1iii.­ti!E44!: ... iiiir --, ., ', , ­_­ !4'!- -"I ... t� ­ . I Poo l'in- ­i.-X-fW.:j,._;� .... ttitt -"it::!:::::. 11­ _;;,;;­TTt.j -L� -., -L, -� -,L� I-, 14.- .. A. C�.Jlj ?T:..:;. _­­ _;;;::;:1 ­_ ,I:;::::: - ­`,­A,__- 1: .... . . _­­__.....1.iH.,!Q: .1:.-i!4iii4l;Azz,-,iiii�:..=.t.-..-.ii,;�.vr!! .1 ...... 1.0ti, " 6 _ - it. 'I ,-'- . -:1W., . . _. ,� -, .. IT— .1� '. +, ..... L-1-1 0- I 0�1' � r , , I .1, <% I .� .? :F 1.0 - ea \ `_ , _illitm - _": I ,.fIt:i1 , , � ., .',, I _­T:;��_=' ;��` .1� ­te " " "I �. "! .A;, 59" OF 1�,,'[ -+. I � if. -1C%-1,I, . __I1L_J_ - - _ -1 _<r� , j� . � I ".. .:�,, I! , 1-1 � -, _.� - __ __ _. \ 0� .- I X\ K, ; - I L IT, �:.14­­ " I . - I' 'W"Ett -, I I -, �� . .:I.­i;!F. 1. If :::;:;1.. 1�­!, ­,_ "� . . . . .................. � ....... r­:11 ....... ;­ .... 11.11, ... I'l�,,�.111.11.�1.1111.11-."��I -----I',-. _ , I ­;;;;;;;�;;;:_ IT , 't ::;::;:!:I1` :I _1 I I �::iii�iii�iifi' I .. " T n;-- F �� -;E ­1 - :� � 1, � I... I I .11 x - \_ #�. _�li - 401*1 " 'iiiit "Itfil, ; ........ --,. ,�:: 1� *% , , ..t , ... . ", EIE . , , I -- __ "i'll. -4. 4- ,,�.,�.�'.1.111,�'ll""�11.111,111i.,� ...... _ ....... 11".."111,11"'t ....... t ....... --- ­­­­.:�: --, '. " .! 44-,,,M� - I I -,,j It, I'_ pqtiq .il!i;��:,..'�� :. ,­ - '. ":!;:;if ' ., i I I ­ -"'--I_, , -1 ;:;! .. th .1.0 �..U."._ iii:, ..I:).rr 1, � IT I lttfi�. " - " it " 41, 'IM, � .-:::. -­ ..... � �;::ii�ii�:I.`.� --,�­--, ....... I'll"�..I.t.,�1.1.11.1'..'�,�:..,.'I ... I—' .... - ........ _.____ _­­_._.______ .;!:. �`_5: 12" R-CP' ' I lf, - 1-1t, _� 1� _'A �, " Queensborough Drive stub street. 0- r , - AT, 1�. - , q. , � - I:: �� , .� ... I— I -, '", . - - � I -it�f IJ1 11 \---/ 7-, LD, _"�t,, 4, I. I 11 ,;ii. I EF LAJ;" � + V, I.I. � �� ­ + " \ "tti, I Ei "IT " sa;vl - ,I- " 11 1. III - - " ..:it ;:,� -_ ,� I = IV \-Z- � I . ­ I-:,-;" .1 � _E, j1­;:;:::;". . . . ­1 ­11::�:i��t;.., .... I ........ � hi . . ..'�� .�11 �,�, 4. -,,` .1111.11, C) ,.�� � � �� __ `­ ,I .. i:. -1 .... �1_ ­:iii:i!!�!�!� � I.;` � I, X 11, 4- - ELEVATION = 837.35 , I 0 \ 1 1.0 -, ** I'li. : �11_. T I 11 , If ­' 11,;", , K <�), , ,-.I ­ I!,'!` 414 i!!::;,'--�, -, .1 ­t;­ ..... t ... � ........ . .. � ..... ­1­­­­1­..11­ __ i I .- , , .0 'i, , T -;:: 1. _::: _,.'!�;._E��ii ft`PT:::::::::;::::4 i ....... . ... ­­ - - ­­ --­­­-i lo....­­­-, - . .:;";:: 1-tiWi ... ::;::;;::::::W . - : M:Itt. ..". iiii!iiiiil.**."""Iiip''.,-,I tT::i!Nii!i-.1,­­_t, ;.1 �!�,�.�f-,i�.i�.11111.11.111.----------�,.�- ! --*--,,,,-- I ... I., ... ­ 11, 1. I ). -� ; -, ::I. ,Ii ....... - _., 0C T-::;:::; it it.: ... I - , ; ___--­ ­::i1:D.I­.;-­. I : -4 , '11!J __ i iii- __-:�: - , " _".,` lc,:k � �x li��, I I __111: __ R :wt I ; it iii I I _-, 1..,I " - __ 'iI : i ,­ I I IT, . I 6 I _, I f 1. V ( I .I ii; .1 "p- .1 �,.:f 1 ;7-1 .1 �­ .-I ;_- ------ - ........ . .. i ............................. .-,I !;`TE;­:=', -.1 ..::::::i:;::::;:::;: ... > '% ?"`B`BN_ ` . I , + ::;:;i�iii��:H: F.!:i1H!m!::,:;I _. � I . '' 1­1 .1 I . T.;i_ ! i 61",:�, I't, I.,, ,it ,,;;..:::;::::;.,,�i;I1`1'i� I 4;;::: ... i,j - 11 .1 � .;:::::;;::;;:;P1 I "­Hii ............ I ...... I I .... ... ... I.....::u !, I .. - r .. ... �! I:! i t!!: .7 U i i � f 1 !!! �! 1! liff, 1. I;:,: 1�iiiiii;:i:. I I I - -,::! l; - - I �� U.:44 4;� , ttt,f, �1T:;::;:!s:::;;;:;:&, - :::::::;:::::;t: W.:;;:::;:::::::;; .... ... ::;::: IN!ii!ii1_*SiFM . - . . I 1, jr, Lrd 4T1!:;::;::::::;;::i` - i , 19 , ) -_-I � I 1:4 It I 10 � 4\7 1 ;7�, \ V X Id ,;:,:. :,:.-,-,- ,::=:::,I ­­­ �.`lt:: I , , \ i!!!!!iiTi!..'!!!Ii ..!!.. . . .., .. ..... I .... 11 . . ........ 1. ........ I ;::::;::;::::::;;:.�-.::;:::;::;::: :;: ­:T4 ;::, .... I .... ... " "­­. ......... :I; - I ...... I'll . - =;;;=T. . .... .­ ....... 4, "" : ::::::::;: 1: ;;::;i;;T::! 6 't. I - _�i . ­� , ITT—- M;";P;;;i1 ;V1 % .J­t11­­t1 I.-I "E. It, ii� I 6w, I ,� 1% "I , I N . 4. 11 Ir .. 1-1i �1 W �! . - -tfir ...... I �.,­ __­,iii�: , ___ 4: I I I . I 1. . � i - _. J� i ., P.,i , IT I r-cv I 1. 19M, "..... I , '.." ­_ _-, "'. I I � �, ' \ 19. I,- :::F "I ;;r;r:;;;;; 11 ; 1. ". �.� '-[�­ t i I I 11 i � ­J­4,4,-,h _ .) 1_1,'l I Q, I IT I ­ -�, - .-M111 9 i:-:-;. . I,k,. , " I, 111 J; %; -;, ILI, - h C-) - >< - I . I - ,,�. - I , J�': :fff I 71 .0 , f.pf;, I , 60 ( �Iq(apll= . * ( I .11, ) - *44li. ; I I �,, + th 4 1 to- , " E it I I . i -Z';:� , ...Eff, I i fit *t- , NOTE:' I I � .I, , \ " � �2) V., "__�': .? I: I "' TBM 3 - Mag nail set 8 inches up on the north side of power pole #197355, � '11' 11 - It, I �1111_;,� - ; " -L., _ i -1 .... ::::::::!I . . I % �, ..... I ."', . Ii. .. : OTT— V -im. ., rh ,,,,.� - - .. .1; I . ­ SIT;;, r - - . I RAISE SANITAR.-Y, - r - ---, . ;."'.J _!�71 -.7 ijif.. - . . � - I 1. % __ I ",_ it ![` , I It., :1 I ,��_,.', Elj!!!1 11 - "I southwest of the existing house. �11� 11 i. I !"-- It— ! . I C.D I � '. 111". * ­­ ... IT, . I I -1 C _"=� � I_. Ift %._ow, - ,::.. "'. , i - I I-- � I I � - ;,. ..,I ,it. �� ­­­ \ .,- \-Io . � - If --.F_ !­ :I - �. 1, *­..- \ %,_ V_ ­.:: .. .:it' � �, .1.1. � ", . .1 " I . - I I A _________�_ R. = . - """ ,�._, .4 - Elf. <� ?'v I I I CASTING-, STRO'C'TURE "r- 'i I J I'T',;- *-,. . oel. I 'r _%!; " .f::. 1, I- t. I `� .? -1-1 A- ,.:I:i!44. .;::i; " -- f:�' it; T . .1 11 ,I,, I 11, t,ftL T::f*4 _. - . .-.,q .,;;i;; lift . . ..... ii;_ -!:111!111E!E- - , ­ I, .. I_ 1_. I", 1 4 = J, IQ H I � `­i;�2_x \ .­� - V 4' - '0I I:: I I::; 0 1 fit I . I IT I. ELEVATION = 834.18 I .1 :l I = It . I .. -11" f . .1 _ , v --:�-,i!i.�..'�.:!2_,.TI-q1i; i . I.I..1- � - I it ) C 26.3 ! I I � hi \..;UIII1:TT4:­ -!flP;:* > ', � I '..- � TEO i I...:::,. .., , . - - - -I ; if 'i j Ni � ,i I ,& i ;-i,V_"0,T1 .,., I N", T:.-!:�::;::it -i, ;4".*-",!!.,-.�*,!"','-�"t-�iI !I::!, I -7=p - - - ' - IT" -`�, -,I. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. i / .�,� 4,41 3 0; .- t I �__ I r 0 ­ -V ILI/ I r _: ., I " -;,, Eit �,. .: I 11 .:= 1_J \ . .. - I . 1q-f I N ."'. , .1 I" .Etm,_­;­' -UUK�i!4 11 I, it 11 .I - "I :;I If::: ,J -iniT ; I .,I 11 � W TING RING,;�rToi.-4 �, _N_ :,IT - - ­: `:I­m:,.F "I I 10,DU&SE � 11 .0 -, It 11 t., '. I P, 0 1 it - � 1, �,I!tii: 1; 1. I I I I __ I i t ___ , _\� _�_ 7 1 . ALL GRADE'S AT BOUNDARY SHALL MEET EXIS11NG GRADES. I I I 1. W�TH ONE _ _ ­ 11� I _,., �=, TQ /�- 4 0 \ IIADJUS- 16 ,\ ,,,,, In j1i.;::W :: li..­IUM� ,I .. I '411, i­;F4, 1�11 .. 1. IT' I lit V, � .. \ 4h, 1 , �� .*7.�!, 4, \ . 11 I _­ "I". , it, If, � t. .-1,, I I . _� _.. I I _'T , I � , If v.. - , - .,.-:� V,-\,,,,,. -, I, .:!:i!!!. it, 1, 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR . 4 fit ::;-::::;:: , .1 1:9 - � it. _1�1 I . � - - ;­­­ 1, * 1, "­ ­_ I I ; 11 - ... ::;I�!�iiiitli, ..,;, tilb I i. 1.6i . , -r3 '. ­ - e_"16. 1% �� IN - - __ . --' " i;ii .. N V ::;, le `1, t1i I - � V) , I -, 't, \ - ,4\., . I`: ,,'I,:. ,-�> IT 1. -.4 " � ., .:4,% i-, i I �11 r,,... %..,:;::::::!:ET, I t - . ", __ -,- " �_f .., -, _ �, I I .... ­ M. I � ,I -tt , ;I I . LL VISIT SITE AND COORDINATE NTH ,.;;.i::. 1:�::::-- .... ­11 - I . ,­�.�- Itp, .- 1-1 :.-,:I -1 I. li:­% e". TIONS I V - - �Iilt� �- tLEV�=832.53 -' f, �\ .,:: 11 If '11. !--!,, ; ,,�­ 1 ,1,1_t:-* I , 74z"', ­1. ,e I "i iT > LLJ A - ,,> "I". -,.-, 7,I: 1. . \ -N P ,,::t if ITT Q, ,I ",T 9- :E ., 'I %. 't, TO VERIFY ALL EXISTING UTILITIES AND CONDI il. tt'l,ft f ,I �- r " . -1", 4- t h' - ,6.. V .::::::::;. flit I �,,/ 1 I _tz "I � tl.; - "_,� I -.I �a,,'­, :!I:, + ii;;i,.", ­--\-/J 'It. . ", I ,;,1,,i l,___ 3 .it , .;T:i�ii;�Iilp ,'I, . *1 " 1.11, ­. � -1 +,.,, ,�� I "I -1 �111!1!1!lillll . _­ - I� . :lit:. ,_ � * , I � :1. 'W it , _ I I 1, ',5 - � \ - _� " , , I * L , - .1­1 If:: I � I - >< I 14ZLI- � `1 f- ,., i,ti: ­�_�__'I� �, � -it, N 4Eii!!1iv rL I F , Y, I. , .. : ITION OF EXISTING IMPROVEMENTS -- I + Xli,_ ;,\ T;. : .41 I P �, .411, , + , A— '.1 0 ipv . - .. I " I ­,TttE::I it I LLJ I - PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE . if" - t�t: ,,.,.',E,, i, N r", . . ;,., (it I I .1 ­ 4. qip: ­ -­. \ �9, / ,; "'L __ - ­ , I I ldv� �. OA ::;;;. I_ " I *, I .0 .q_v. ar it..R:, 1 -4 � I '.::... '. . A '* it­-�',;--, , i:;-�, I '..". - - 'I - 1, I ' _�Il' .. ::. ,-.. .. I I LU - L. , 11 �Ifi�' - � L V f':it I I � .e ) . ,4:;::;:;:1!!i, , %� , V L , . 0 ,"I . I ,� � "i:;:L. ", ,�_:JtE,:;:: ), ,.,! `1,,� I . ". 1, � " ;::; t .:; -,,­�, � i., 11 TI "i _ It . ON THE SITE. I t ,I::;::!: . � ..:I 1: ' - I .J I THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE E�.!�:` � ,If:: .V . T 1. " '. 4 , L L, _a, . I;:::;:::!: , V ..:I; V I, f:"i.,..J .. 1� I ::;i;:-- - ;:!;i;, iiii. ,:Elr, ,` + - W _0� t C31 . ­ . i I L I -­, ;�� "I't 11 r;" - I... -'r :!;.I' IT 4 . 'Ellb. ..1. r . .1 + I 1, . I + '111 I I I V__6 14 I I , � I I %Im ..!I. I , N��_, ,%".q ..I..'% .# I I "::T";_,1,Vi::- -,,-.-,, " IT - 11; t. - '11 0. .;fiIiiii" i.'!. � ,:::­.:,qlP, : 4 ," ; I . .... . ................. .. . .... , LF ::� I f i .. - 01�(I�i i I '111 ?_t��,atiiioi;:.��_ " I OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE I I i��'_ i !`1i I 6...� \ -e - . �<:� .. .,is. I e-K I " :. , , , �,�- 1.1.1.11.11-1-1 . . ........ _; , 2I it I ,-,�', .-,;;,� ,?J- " .;EIE I �* %, "\ .<T �` . " �m - ­ !n::: . .... � ..... : ,.;it­ --.!39::`­ _t. - -,4. r­ 11 . -1 , a Li , f I r, ::;:;:it!- _::;Ei:` I . � � J. I i T I I _1. I .;:;;:- - : ...... . I I .i , A;71;4 11?e " C./I I -, -i �,-,- 6 it I I f 11 'L� "i'ilt` I' .. . ; IT, ­ 0�e _3- _.i. I I , 7 " P 1­ I E if ) , / i-0."". \ "' 'l-"4 - .- 1( r I :::- I i 6:,:E , _,i ,T, I ��_f_ - r.,;; ,Ilirhl,m� I' r . :, r--> I, ; i,7-,fffT I It- IMP I ' V): Cl- LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE 13. ALL SUBSURFACE DRAINS SHALL BE 6" DOUBLE-WALL, SMOOTH % I If:: .Wii - ;­ I it L I E' (" R r..., I I ,--. cz . . - I ­­. � .�: 7LI0 11' . t, . 0 t '.. -1 .� I _L1 . ,:�3 i4L C_) I U_; I . _0,iL H_ L :it, ". !:[!�� =;,;I.. ;.-.; ,:i1p? I � ,.-.._� ..-.I I I 1 W I � , ., . I L- -f.i D 11 t A .: HT ------ -- if; ,;!Ep;,- 1:* -E� --, -Ir I __ f I I - I ,_ , . - %,X-'t 'i, ; -,I f \ 1-, If ;� 4 1 1 1 ) I - - . tt!7 fu f I 11 I T, _1�3 � -1 ,qr.�;.. . -4 - Itill 1. . L� . - '73 1 -11 ... . . . I- I cr I M , I .. 1 �4 -1 J]J, 4 1 n "I �:'T"":,"L, t"4 r ' - ,,, J-cv, . :f- .4;, �i, \ ­1 , : 1. - - ; I I . . . I "I 'IT-1 ? -I A , , f I i ,` .f�41 ,-["� - . U� - s1l, I iiii%i!ill "I ;!" "i :7"',�E"i't I _J �Ll i ZDT co i . I 9 SUB ,� Lit Q If _ 'T . I r- I I I __ f \e�_Ifi_ I _;iiii I .13 1 '­i�_* "I, � I CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR INTERIOR CORRUGATED, PERFORATED HDPE PIPE, HANCOR Hi-Q OR DRAINAGE SUMMARY if -J Li ,.T I , f "� 11 ..� J0 .1 , IF. 1" -- -C, _`­ '. T.- _11........ 37,-*., �" It TV I - n , THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS � -- ., , I' , -9 ; - f�' I - � i, , I .4 � I ': , 1, 11) - %-iiiiimi:i. ", I jJ cz); ,:� - � 4, <� . \ W I'.. - 1 1 ! i " II. 11 1'� ­ , �, F \ __ It � it t .It I tr 2� c6 ', I i"' : EQUIVALENT. ? `1 "I�;lt * ll� � "-I,! I - CI-4 ; IF I 'y i 6 15� � I , i It kll� .?, C'4 I �, f * , I .6 -10 4; �, i _lt­�-,D 11 . � .0 liS, ."." - t \ .11, JP C) (1, V--- I,' f I r,* '� ­ ,Z . - -N­,�!. ", . I Site Acreage = 30.04 Ac. f I I., ,,, :V I I It- V 1�� - ",_-!�, I ., :: co . I " .- !: I, , . . I T I , �, I I I ,� - I itt" � , It 11*E fr 04 It LL_ I � ) I S OR IN FIELD BEFORE WORK IS L I - -6.,. I- , Irlift. I \ �� I '. III " 4 1 � I-bl.0 - ` .7- ,_�4,�,L.;- t'.." "-,I it I if I I , . I 1. � " _;"��\X',.,�",. ._. _­ti - _�;�. .-Ti I t , :�-, i 1: * .1. -'I- - , W - _._ �z ... .. . - W I t,. -, It �!:_...'., _� ,.,� ­ '.,T 0, 1.".. I__ I ; I r I I _i. 1, - 11 . I 1_� 1+1 9<1_ __ TO ;­ X % �\,? - - E, 1:�r 14:-,,, - - - - - ­:I.. -.T- - -i '1�1 V, f f STARTED OR RESUMED. Offsite Upstream Acreage = 0.80 Act. i � '.., . I .;:;iit , I I I-el, I �.,.. . ,,1711 . - - ­;� - - - - I 1. , -:L -q" 11 I �1 t - � 1,­., ___ 16-:.., - - - - - - - - - � , 1. '.1 .. I T, I.., . `., 1'�� ",;, " ,�. 1. .:T, 1, 1* : - lli.:_­ .� If - �:) 'IT, .. I , V -ri, ,,- I .-I , , till - -12 ... - ­_ 1, . " 14 ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE SIDEWALKS OR - r . - i 4 __ \ f .. I .i ,.p W�L. . I L, P I- ., ;�":, ` -:17 �. 1. 1 , -.,'--I -1 11 ..... .1, ...... I . I . __ - '4,I, 1 I- 4i l-I ,I:-; it i ,-Lt", 11 � , , I I e., i � .. I III I � ,_ e .,.!t.::,Z FL - , AK I .�' . , 1, -4 1 '01i If,. - � .. ..;-. .� ­ I- k - - V �'Iill I -4;;i, 1 , - ,,, I it I f / 1 f I .­qr�­ . " 11 �Ilk ­ .1f.- rt_) -.1 14, V I "I 11 I .1i ... I � I I I I'll T,,,ypm ;tL I 9 .-� . . __ - I .. - - CIPQ I I .. :. ,I! .? ASP14ALT PATHS CROSS STREETS. ­ 4, � - "I , 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL / . I i - I " i ;LilttiP .. 0 1 1 1 -C .. - - I ,,�.Aj t:', III i-elp-f-j" - " 'L :11::'A'7 . 04 __ ,­�--. __ .4- __ If I i 1: I . I 11 I. J fW +_ ,� 'r " , . . " , ". ­Tt '� � - I IT .W . . �, ,,, � '­ __ �� '.11j, f ,14, " I I 1 4'r' 0 L ol I ,ix , I 1. \ :I . ' - , . I f I I %_ u U , . `i_ro­�, .t111,_1 Attf. I TV fir r pr--,� 2 I` 1E.Tht ._'N .! . I- 1 L­_4 __� :, __ C> / -Year Allowable Release Rates -`::d,k?4;, .11 V . � .1if :I-. 'd -,, r ­. Arl. .� "I. '. %, -:CV-'i 1.E­Z1"'1- , X f I I f if lc� . - . � TC=827-70 . .,!r . , ti,'_ r - I t �, I ... I 11 if� - _yv =:-a' , .." .Jr. VII. -1. ",_ 1, - '1-3� ll� -, e�-Jj , . �0 TORM SEWERS. I I" 17 41 �1,�`, d,,�*-H X - i ( �� I I, . 01 i, I I - 10 . - I I -1.11, III ­ I 1 ,�E`.' 1,�� \ It.2'Iff"; L' ",p, 11Z fl� '71 6 - � I , _,6 01 I I - IT I _q I . .:� - ITT '111�1- 141 -4til J - . I I I � : a- - .,,Ph + 11 3 11 I " ", i it, . , I , h It - _*i_ �� e-9., / i, f IN .-' ,,�.,��4�_-4' '! f -Xifii� __ Z % ,t,<-,, 1'% I . ­ .TI . AV, '�'. .9 It-, J., P-, , .� - Northeast = 0.34 cfs U I . ,,X -,.I .. - , .r " ,- 15. MINIMUM FLOOD PROTEC11ON GRADE OF ALL STRUCTURES ,;1 - 1� I _�J ­,­. . I 11 t I ,.- A -.9 ,�, . I. I I j I I I LL_ 90 5, ­ I - _ : Nl�, -71 1.1 . �� '�_� --- ,­ -.9 q "I . "I. f .. I , ., f I f I ..,t,i! ­"Ej- I I y �._ _- -, � � I 357 BL SEE SHEET C806 f tzl I . I :IET, e I 0 ,,T:rVri' 10 I / f -1 C " �_1�4, ,irl" . I �� 1 ­V6,� "I'll I I X FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN - East = 1.04 cfs I I "-) , I" � �, I %_ ... 11 (I I 1-1 ­11 J . ­ ,;,-,i! . . . E` i I [:� I Z 'Ile C�k 11.�.4. � W3" '11� � 1_1�' �, ��, , FOR DETAILS I IT I ", 'r / 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES f 10- "I 1. I / IEZ e If, -C .. "Itli -I--__ ,,-_ . . &- I It. - '. , I i . I , . -.1 17 In" ;lE litaiiih - - TIT, T I 1 fit It, it -11, . - .1 4 1 __N � I ;'� , ,C fif/ 'i, ., 1-T , , . ­N,io - I 11 I RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH 2' ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL . I V il __ / ��', 4, ..., .I-,' ,e"w L:j . �, It 1:1 f - Southeast = 0.70 cfs % I / It .#O I-, .-I '10- -1.4. I -N...9- ,I] \ It k . � " I 11 F 7 I . " 1-1- -10 00 3. I I _ I." f , V\\_) " . . I 11 . 'ILI'%.. __ P11 . I I I - f I \ I -��,, ._111 ` I I FLOOD ELEVATIONS, WHICHEVER IS GREATER OR ALL / " I , I I I I I 11 I t N - L_ I I % f . k I 111, ;if I f I /. J it - r""I'll ,1� . .? I I , - 4, GRANULAR MATERIAL. PER CITY OF CARMEL SPECIFICATIONS I Southwest = 0.04 cfs I I --f,, ,,,,, \If /I 25' DU&SE � I f I .J I j 1<3 J I .. -,.,- k . . 7 - k -, 1, �J _�, , 11 . I I I � - es--4, r I ,�.'­Y�IIE_ ,1:�, ,�, :41'tt'iff" , 1 ) �# "? I` EET TAILS. WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND 41 I � I f I 1` I yx 11-1 - '_ I It � I - I If -Year Allowable Release Rates , . ; 1-11 -v-[,­� i_� � f e < I" ill ":,I. CN *S it - .1.1 �. L, � J I',, I. ANY OTHER STRUCTURE MEMBER MERE FLOODWATER. V �3 Ift. � M_ "I .1 2II ��9 11 i l!"', � 1% % fi� ", , El" ­­;­­_._ , If - L; 0,101o_U� ,."'n-, - : I . , ,:­I.. O'A.. - Northeast = 1.03 cfs / J I - I. I 114fk_p� "I / I It - IZI � Y I '. 100 4 * . I ­ t - C ­2 11 I 1, 9 y r ,� -ncif -�� - I -11 , . t. '.. f ,� 0 - P I I / Z I I t , 22"' F �:Tf, ." RC' r.: . r .__�,.__ ," . -� ,�,,, I'w.. � ,I � I . ... . ... - � -.,. ___ ­- - I i T ... , - : I-tv , 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE CAN ENTER A BUILDING. . I I ___.,_.__ 1, 0 �_, / / . I j, 14; I ��,E, I -, �',) , 'L U,LV.,7 INW." y, It. '11" , f I -1--111 _11.­W_ 1. 'It, � .0:11,1111 I,.," ­L1 ­1 . � I ,,, 'Ie I, I - , 7-01 I ... I I -�, , : , . IV!— 0 - - I I 11 I ,,,�, � , - - �:, � � 4 1 1 1-J" M L, I I 1 '40.L.. 1 r- - d__ \Ah -4 --M .::.. \A/ \A/ . .IF / =_� . - _.,� I I'll, � I I . ,I 'T f , - East = 3.11 cfs ,4�� / / e I 2: � + PER INFORMATION PROVIDED BY THE RESPECTIVE UTIUTY I � rl� ,E --I. I e-1`14-i - � � - . __ ----. ___=_0___ I I ,6' ei [.43 12 / - - I" I -. �, -11 6 J :-'�,L 1_X<%11 I- ... _� %. I , VV ,f 1: . ' I I COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED 16. THE MINIMUM LOWEST ADJACENT GRADE (INCLUDING WALKOUT BASEMENT I _. _I nj LC) r T.* . I 11 ; I TION) FOR ALL RESIDENTIAL BUILDINGS ADJACENT TO PONDS I? ? -fil ', 7, -K - T-, 1',4 / I . 1 4 P-1 , SW __'9E_ND17+00 ' 1 . I �rr /J.85 , ' FLOOR ELEVA I. . I 1 t _�_ I I 1= ENQ P -, , ;VM T. It' - Southeast = 2.10 cfs ';f 5. -,.r -.,-�­:�, I N: ­ 4-�!T. .* -;"I- /.� on CL/C�- , " "i . I ) "I PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF I / ," 00 f(T � I �­t&f.� `- tr� . ,% . � � 3.89e, f) WELL." OOD .t, 00 f . I ,` - Southwest = 0.12 cfs I - ... . le 16+06,n I _­1 :... - I - I 11 . r � .1 4_1 lz:, I �� t " __ ' 7 - i - I I I . / + . j", ',,� .1 4 1 . . ! q�K . "., I el "I SERVICES. SHALL BE SET A MINIMUM OF 2 FEET ABOVE THE 100 YEAR POND ELEVATION . It ; j '. . ­ � _'I - . $ " , t I el ,,, .,-. - C,�10) � 60 I. � \ �bZ6. 1 6) lkl,�U;�l �0 IQ 01 N if CD � I I i A-�,,,'�':iWil , III - � .1�z ­ I i I I. I . , r i 1, MERGENCY OVERFLOW WEIR ELEVAIiON, WHICHEVER I I 'I 111;�� __ft� ,'"-.-,h.,.� ­_X't . e��-J / � , XN I me­ I., .. 30' OF 1 241 W r 1-111-1 f q,B� ` I I / !I, ­ 3-, �\ I - . ,iA ti � 'I � I, I ON V e -,*- r- - - - - - F= f ; f 10-Year Proposed Release Rates �. I i" 4 I/ - .41i ,V , r I �1110f_;, t �_rlt' .... - . I - - ,.o-- f - _0 - �� -.4 - I I I W1 / - )(� -4'� ,Zt-5�,% . .: .R. - 4'-;­i.;�1X'. � I . =,--.-,--, . .. I I if, e 6. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4" 1 I I I ..W- - I ,.. .'. " , i,- <74.,,�,-, ;�_ I-' , I IS HIGHER. IN ADDITION TO THE LOWEST GRADE REQUIREMENTS, ANY r-_: .�t�'*J.::" - 4 �, " ;iiT..1 1. , , 11 C> , . 1. cr�t, " * o", .ti,Y lej- _. _!' , � 1, .rr- ;1I ir I' " :�: I 1, 11;1r_ ." . I ! f f 1. - If k / /' TOE % - Z_1__ - i, I 11 1. - 19r. " 1: It I I THICK AND 5' IN WIDTH. SEE DETAIL J7 ON SHEET C801 BASEMENT FLOOR SHALL BE AT LEAST A FOOT ABOVE THE PERMANENT , � .1 I � C_� N \ 11 IT ,CO, �-Ib F� , '�' U4 �-_� k_V1tI1*.r I i (7) � '. I - Northeast = 0.18 cfs .- � - 14 1 . "': .1 i ."1_ / / 11� \'&�� �q SOMF __ I . . I 11 .1 , � �­% It --d- I I 00 T", , IT- i"'i ... I I -+- . ­_ 1:). I W I . I I ;1 I W) .1 0 , ­E� r, M I - . 11T, - - - I 61' . I 1. , 1 C14 1 - _-, Oft' / .9 ME r' , It! / I I � .1% �ix- I It:- "�:J 'I I ,; - -1 / / ­1. I if � � I W-14 .W;p '%'fif I , 1-1 $ 't ,� , I .11 1,: �tf,IJI,7F f I - �', -I- k ., . - Southeast = 1.25 cfs ::�, 11 ­ I 4 / 1�� ,P ' , . F� ? I I,,, f - I ' i I f ;I I 4 0 ,f r 11 -'- ttF0E`,,,,fiA r I ft 25 , I " I I I 11 GO' `-1." f ' �, ( I I ) - . �4 re -r, " P � . - __ �' ­_ ,-, I--- I k. . ...... 1% 4 "t I , _"�,, � I . I . - .. 11 LS. IT ) I 1 I e 1, N ifel_� � 1. I �00 ,.;,)I , ,." 1-1. '�_ -1-1. - - / / / 1 1­9 r�) ,e,h Q',_'�t,4 I I ,,I. y "I'T, F6 5 F _­ I ii:1 WATER LEVEL (NORMAL POOL ELEVATION). - East = 1.12 cfs ,,I.-/ t, , '1� -1 ­ __ \ .1 .Z , I I 1 ,P __ ". k I MON' -1 7. SEE DETAIL #7 ON SHEET C801 FOR SIDEWALK JOINT ,',, � 'VA -, , I 1- . . 0­0 , I 11 I tl�,.,, A/U&,,� 1 I I. . I 11 -­" l'-Ze �. __ R ,, HP FL:�j* I', -I I2 1 SPECIFICATIONS. 17. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED - Southwest = 0 cfs Ill / ,�__�*. .,? r ___ - , , , .9 . -W %,4,;Ir 'J ..-I ; ... 8- 5 4� It I , fifti,� I I I, _____ 14 -t�_> .11 I . 1 62 5 )�- 1 /824.4 ` / " i � ' ` *1� _� -1 I/ fro-_0 W-l""" WWW fir _.? X I J - I I I / If I . ". I I . "�) -ir, .� < IF ___1 / 1" -V I I - 'It Ii. I -0, . i I I �' i'�� �/ .4.4 It. 1?? .-P _� - � . 1, I .1 "$O. I I � It . 1it: -,, . . Z----,_.-WW"`.WW& ,-,If tx ., i' J ( 'd %-L-f ,it, I��':if �_ X AREA ))F)) I STORM WATER MANAGEMENT PERMIT. 100-Year Proposed Release Rates . I'll I I , �� I --I \. � TOO . I I 1. -If -1 111;_� __1 M ,,I �1, ;:" I - - I I I., . - IKI I �1 i4 , .C�, 4 - f r1_3 , 11 1"'i"'ll / .11 f .. ; <-%11_t.. . -10_ I in - % ,I-,:. , ­� '�_ I I.E., .I & - 42 I ­,t'l ,r �f ___�' e I 1. 11 :.$! % , I., 11 � I - - _�. ---..,.-_ _ ,. ­�,' / I' If 11 I f C-i 's, �e,i "�14 1 : I i B , _06w_ - 0 -11, I .. I ­ 1*11�' 'A ; JI ,.,, It it . r83 E. � W MEIT i ' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH - Northeast = 0.43 cfs I rn / 1 �_ � f �., f I J!H. ,-� ;,:--ij a; ,. I- . ';,W t ­ 04 -1 I i,,.:Tf;F I. f " t- t+� / , '. . -=fit, N 0 ", 111� / 11; __ � . t 8. 5 , I I I I f I I 1� I I co / %� " ", �,"Ilj, f " S li `­. �q,_H�, 1-tilt" .."'Itit,. co I I ,#- - � ." . f I I ! I � ti,�� (Z) ""Iti 1 / - " I ir � I 11 1. - Fit, t, ', � le :1 - F I 1 18. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL _J . � 400 + o�,� , " .�4""X-!T-- I b I - "I bkl 0 .. V_ I; 3-i . i "'E.-I". .;fit to", tb* + . f ! ! f It .TI , / --..;- I I, i I # I , , 1-1 i . ;�. " _�� - __ __ - I it ,11 It 11 t I ), :1, I. 1111 , -E� _F_iI ,_ - - 11 i I T IF 0 f 41. 11f,' I ..O.- If - I V - I - i I . I 1) IfF I f I - Southeast = 1.97 cfs ­I5 i, ,.Pf�,,11 I �3 .11 ( '... 1? I' " �_ I- T - / e� - �.`­ __ ---- ­ ". ille / . / I I I"­ SHEET C801 FOR SIDEWALK DETAILS. ..__.__,__._ 'i ,-C$41, 1 - 1%4 0 " BY OTHERS. SEE DETAIL ON - East = 2.56 cfs .__,_,_____, < ,I I I i. -1 � I ! ",I-.i CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. . , . ; . -ta I *�v tt,L�4 J It f f ""I"Iti, i I - .11 I , , ", I ._� _rtI1%:T.1 ­I, � I, : � - t, � r.rl, i .1 . 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I ,�, I , . r:0 1011 -1 I � -6 1 �,��'- . _11��_ lit 1 f ,4 - C) F I M K 4L ; 'It . i - " 1) . , r� 1. I't" 1-(� I __ ; I I - + / *A + . ___ k� ,_e,� C14 t7,,,., - . % =:) .. V 1,1 ,�w + � I : . I 4. At-, � ,) I ; -1 I T I It I , �: I'T2:,A [I . � A�l ' , -8. " \ I t I M I IT �,""­_� r; . . Carmel Street Department Brighthouse Networks t I ��.,, i q, .j I I ca - I -, ., I � I. I - ,,, I -1 ". r'. Ittt-j 17 ��! - 1 52 C', X tT, I I �VT -.J N t I t I ;, f. I 'i-. 01-, I I . I I ,�I.- ...t � - 1'..­ -U." I, ..ff� I - __ - I , \ ., C �,, - I I _U__) I ., I C:� U-) I " V11 A_ "i �, __ I I, I ., 1 4 11, i __ , . I yq 11 , .1i'l , ZR I �- " I I 11 4_ - - C.0, , ;I " <=! 34QQ W. 1"�Ist St�eet -3030 pfaesp_vd-t &Ve. = t �� J I -1 . - � H \ 11 I . I I CNJ C:3 <7� 14 f, . ,:�� I � .;!�.Ili :> - .-,- %_46_ _; , . -,.,:) I -i I `1 ­ I `1 ; I F= ii:8 � " I Ca_ . _. l , I � . Ci­ . . + I - -- - 1�1 -r- 100 Q-1 Westfield, Indiana 46074 :�_ I , [ "' �� 1_U iI 11-13 I. . __ (b , "' I '---. 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I I I I (.0 I __ I T, I r" T- ] J . ., C) rl-,) . I \ : - __ I ': I it , V---,\ I The size and location of utilities are per plans and locations provided by - � . - .0111, .g.fi"' it .V � . 1 <711 I ') , ,_ ." -T ,.4v.,Fl I � -I- % - -,� - . � I - , -I-- _. U - . t -, K, r-) - " I I ,e \ UD - I (D ".JJ 'Wifft. I � the respective utility companies. All utility companies shall be notified i ., - 0 I + ,tf.: I- 7-1-.1 # = - c6 " 4. 55 t im"'. . . "i ... ___ I-I.-�.-�'ll.-I.I.-I..,.,..-.....�.--.,-.'I . ..... ­­ ....... ­_ I. I P= 11 rl-) - . I " i : I C14 U ) I '.1 ,Ptriii . �� --­­­­-1, I I I ) I 1! .., , , , - ,� I . I U14 It I I 11 I 0.0 co - I " 0i "%-..,. , e��___, I ., , 11 i i_7�! . ..� 3 1 1 .. �-� I F_,�, . 11 4i- . co 'I "I co I 0.EW �. " . I . 6,- It" '] ') J; \ I : I\. I I .1 �_/ - f I .11,11' r`:Y - I � . - . - prior to any excavation for field location of services. 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P, � �E -.;Po - . ---.a ,:::r- 4c:::� 0 ZZ :;z ��_ SZ. 1;;11 P . . ?�rl V I �A 4 ­ sings 8". 4, C11111 " N 0 a A44060V *P DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. ,(� I ��) CO NEIDER CORP.(2008)1 I f ,, ORATION Historic Fort Harrison 8901 Otis Ave Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS . Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I I . DATIE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: . 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I i;: A I. 11 : - �W.�_ CD t �,111_11' iii;:!--_..,-, �-,:L, - -1 I q:- _= '_� ,.,.,., _; iii- _. __ - . M , 11111D 1_�:�A '6 CD 11 I .., I ! , 1, Tif 7, ...1-1-1 . ­ - � 7. .1 ff;i J 11, - _,:�� I 1_�­ ::: �;i i - ,-, 11 11 .1 I- ,� � I - . . I ­nI .""'.11 3M . . j Hit,. J I � . ..i � i _� i fl i "I I hl: 11 - I i i '.1 i i � � "I, �' . "" I ; i `1 � 1", i 11111 i . �_11 i �� I--,' i IN i i I 1 44 3 - . IL11:7��11�p;1111111N � 1 11,���iiiiiiii :1�1 IEI�1= - 7111111 111"T ­1 .1-111--i.. -=-.-..::,;:::::,,::,,�,,�=:.-.... .­._:­­� iii:ip Existing Storm Sewer. ANUMNEEM GEMENNUMNS New Storm Sewer I ... wi`; ii; f:1f4;f1Hi;;;F;;11;;F1in, ;;ffiqfqf. �,p;,!;:,4.;f;-ili-;i;;;:::::;:-O.--!,,+'.i:!.;i;:!tP.94-4:.4;7-.;i;ir!F.f:.,;l-; ,;in;. Existing Sanitary Sewer 1.01 1W -1 I New Sanitary Sewer " -1- ­­ I:- ­­ L,q f] .- ".., ::,I- -, ___ ­­ Existing Contour F- i- x ..1___1V Existing . Elevation co C —0. 0 -0) New Pavement Grade All Other Finish Grades ME Match Existing Grades . �R Storm Structure Number (D Sanitary Structure Number am _r Flow Arrow - - - - - - L - - - - - 6' Subsurface Drain w/Stub E . .. 0 No- . Swale (0 . w Water Main 0,*4 !!:i:t:o: o;;;:­::ii!:t it!;!m ii!::m ii:::t;!fi r3 it::::;:!; :;�::::T :::::::: ;:;::::: 5' Asphalt Walking Path fn::;:i: H;:g !;;;;; gz;z [ig: _-::::;:n _Wil M !­!, 1!:.: I ­n= 4 . . � 11 ._.",....,..,,"-,/� ................ ,:;�"."",,.,,.,t?z"-"."",;:.".":!Z�,.��,."",-. Existing Trees 1.11.1'...." 1-,: ",:.:"",!,.�l;.,.,.,"�,�...",�.1i'�l,",:: ... � ... 11 . . . ........... ""'; - ;,:1 Existing Gas Main .---...-. .1 ­.-------­---­­ ,_ - 1 ------- Existing Telephone A ­—Ili! -.-..-.---.-. . ..... -----.-.; -, __ q V is ing a er ain .. r I ­­­­­­: ... ­ ... r ........... .... .. .�;­if" .11.­1 I- �-::Izl.:.""�Ill""I"..",.:".".,. Existing Flowline - i" -­ ­­ ____ _­_ ---- _.1'7­;,: �', tf:,"Ir­ - -- - - Existing Overhead Utilities BUILDING — — — — _1 . FOOTPRIN Denotes Pad Location, I PAD--L 000.0 Size and Elevations --------j DA Potential Daylight Lot W/ f 0 Potential Walkout Lot - . E � I I 11 . all I _� I 1 . LL ARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE OR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH U11LITY BEFORE WORK IS STARTED. THE LL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS S OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. ATIONS FOR THE CITY OF CARMEL LL TORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILED WITH GRANULAR MATERIAL. PER CITY OF CARMEL SPECIFICATIONS DETAILS. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE U11LITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4 it THICK AND 5' IN WIDTH. SEE DETAIL #7 ON SHEET C801 FOR SIDEWALK DETAILS. 7. T EET C801 FOR SIDEWALK JOINT SPECIFICATIONS. 8. 5' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH BY OTHERS. SEE DETAIL ON SHEET C801 FOR SIDEWALK DETAILS. 9. ONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE NTH APPLICABLE O.S.H.A R SAFETY. I - I I . SCALE: i if =50 1 I Ito I I N__Nk__?��� M NJ a %O W I Ili I%A% W raw %01%0 via Call before you dig. I 1 100013 1 : M MM11111 0- BM - 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 hereon are based upon said OPUS solution and ore 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 = 840.717 <CP1100> (NAVD 1988) TBM I - Top of concrete monument, flush right-of-way marker at the northeast corner of the subject tract. ELEVATION = 836.58 . TBM 2 - Mag nail set 1 foot up on the east side o power po e a ong e west property line of the subject tract, 72 feet south of the centerline of Queensborough Drive stub street. ELEVATION = 837.35 TBM 3 - Mag nail set 8 inches up on the north side of power pole #197355, southwest of the existing house. ELEVA11ON = 834.18 LL MINIMIZE DAMAGE TO EXISTING TREES. 12. CONTRACTOR SHALL VISIT SITE AND COORDINATE WITH ?-; DEVELOPER ON DEMOLITION OF EXISTING IMPROVEMEN'TS ON THE SITE. . 13. ALL SUBSURFACE DRAINS SHALL BE 6" DOUBLE-WALL, SMOOTH . INTERIOR CORRUGATED, PERFORATED HDPE PIPE, HANCOR Hi-Q OR EQUIVALENT. . ' 14. ADA'RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE SIDEWALKS OR ASPHALT PATHS CROSS STREETS. . 15. 1 MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES . FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2' ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL I . WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND I . DWATERS � CAN ENTER A BUILDING. . 16. ' THE MINIMUM LOWEST I ADJACENT GRADE (INCLUDING WALKOUT BASEMENT FLOOR ELEVATION) FOR ALL RESIDEN11AL BUILDINGS ADJACENT TO PONDS SHALL BE SET A MINIMUM OF 2 FEET ABOVE THE 100 YEAR POND ELEVATION OR 2 FEET ABOVE THE EMERGENCY OVERFLOW WEIR ELEVATION, WHICHEVER , . IS HIGHER. IN ADDITION TO THE LOWEST GRADE REQUIREMENTS, ANY BASEMENT FLOOR SHALL BE AT LEAST A FOOT ABOVE THE PERMANENT WATER LEVEL (NORMAL POOL ELEVATION). . 17. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. - 18. ALL PAVING WITHIN THE EXISTING AND PROPOSED ClTi' RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. . LL NT OF ENGINEERING TO SCHEDULE A PRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE TI SED CITY RGHT-OF-WAY. NOTE: NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR LAIN PER CITY OF CARMEL, IN, MAP NUMBER 1800810004C. I ___ __ NOTE- TS TO BE LABELED "DUMP NO -_ WASTE - DRAINS TO WATERWAY" NOTE: WALK/CURB INTERSECTIONS, 0010 - MENEENNE GAS ELECTRIC Vectren Cinergy/P. S. 1. P.O. Box 1700 1441 S. Guilford Road Noblesville, Indiana 46061-1700 Carmel, Indiana 46062 (317) 776-5535 (317) 581-3041 TELEPHONE STORM SEWER SBC Carmel City Utilities 5858 N. College Ave 760 Third Ave. SW Indianapolis, Indiana 46220 Carmel, Indiana 46032 (317) 252-4275 . (317) 632-9077 x291 WATER SANITARY SEWERS Carmel City Utilities Carmel City Utilities 760 Third Ave. SW 760 Thrid Ave. SW Carmel, Indiana 46032 Carmel, Indiana 46032 (317) 632-9077 x291 (317) 632-9077 x291 STREETS CABLE TELEVISION Carmel Street Department Brighthouse Networks 3400 W. 131st Street 3030 Roosevelt Ave. Westfield, Indiana 46074 Indianapolis, Indiana 46218 (317) 733-2061 (317) 339-9075 Utility Hotline: within Indiana 1-800-382-5544 outside indiana 1-800-428-5200 rZ4 P4 NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. __ 001 01) I— = UJ M M C) C-) C-;o _< �_ Of UJ Cn Ll I (n �>_ UJ = . 6 C.) C) 6i 00 = 4��, z -n C'4 '�_, �5;; C> ,-.- ,-,j - __ P I I y 6 . P, mass 1�1 � y 41 1 W 0 �_S_ =00 0 =: ZZ = = = � -P = �� -;: - - 1 : --- . I - - ...1.4 ,::r- 4c:::� 0 a �� S_� �� !:��,� 14� �A . I .R.- 41�2 ,is$$ - % Ctill I Iml - - N Aewo&AV -- -- DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, W11THOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. - SCHNEIDER CORP.(2008)1 . . 0=411m. I A61=A I ( - � THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone.- 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape, Architecture Transportat*on Engineering - I - - - - CC E11- CHECKED BY: kwk - TPG SHEET TITLE: .,:I- . R:\5K\5622\PO2\�wqs\5ection 2\P101.dwq � . SHEET NO.: - __ �� 01008) Cd P-4 Q..aa) -Mc� C;6 >..4 Z �_4 C> Q-4 <� <4 Z -<4 CQ _::4 Z Q.4 ::p _1 �� Z �_� DQ _:::� P-4 a:� P___-4 Z (D U - CD (= C\2 ri-02.1 I I P-4, �� rZ4 P4 I:� &__1 1-� (D (� :21 = _<� U 1:4 = �:D CQ . F=Q - FZQ >- "� .ac� U :=: &__1 Q4 r=� &---q �� DQ C> U �_� FZQ &_4 (= LO C.0 . — ___J I __ - C.0 I ___ DATE: __ - PROJECT NO.: 08/01/08 5622.002 DRAWN BY: . CHECKED BY: kwk - TPG SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R:\5K\5622\PO2\�wqs\5ection 2\P101.dwq � . SHEET NO.: - __ II - I..... . i;.._._ I . . . I ! , . I . .: I I I ril.__�, .A�-, I iq ""I, �." I i 1 . " I I . ; I ! I 1, ; 1 I 1 PI .. h, .1.1, ". I I I ; 1 1 .�, , I .I - ,� CONCRETE WASHOUT AREA CONTRACTOR TO I I " .. 1 .. I , I I . f I I ,-,­]_-�, � ... " I . . I I I 1 i �, I ., , � f I. � , I � I C'E :1 i ,� !I .11 I , I I, -i I: i AIF-J If I "', " � f I It I If .. 1-4" '.. . 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Existing Contour . . � I NOTE: FOR EROSION CONTROL DETAILS 8044, � ��=I 11111M __ __ __ -_ NOTE: NO EARTH DISTURBING AC11VITY MAY TAKE PLACE WITH MANAGEMENT PERMIT. . . . __ __ __ � I ��� mulle, WARNING FOR EROSION CONTROL R ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. I. � ��� I � I Iff I 1101 NO W 0011111 I W I , , DEVELOPMENT NOTES ; . 1. The Contractor, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on site. 2. Contractor ,shall be responsible for minimizing sediment discharge and .tracking from the site throughout the land disturbing activities until permanent stabilization has been achieved. 3. Contractor shall clean up sediment that is either tracked or washed onto roads. Bulk clearing 0 se imen s I a I not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statues and rules. 4. Adjacent lots disturbed by contractor must be repaired and stabilized with. temporary or stabilization. 5. Contractor shall implement measures to minimize or eliminate wastes or unused building materials, including garbage, debris, cleoning wastes, wastewater, concrete truck washout, and other substances from being carried from a project site by run—off or wind. Identification of areas where concrete truck washout is permissible must be clearly posted at appropriate areas of the site. Wastes and unused building materials shall be managed and disposed of in accordance with oil applicable statutes and regulations. 6. The duration of time which an area remains exposed shall be kept to a practical minimum depending upon the weather. If construction activity is to cease for more than fifteen calendar days, the disturbied areas shall be temporarily seeded or mulched. 7. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets, creeks and storm sewers will not longer occur. 8. Final stabilization of a project site is considered achieved when all land disturbing activities have been completed and a uniform perennial vegetative cover with a density of seventy percent (70%) has been ,established on oil unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. 9. Once onsite erosion and siltation of the streets and storm sewers will no longer occur, the contractor shall remove and dispose of the temporary erosion control devices. 10. A trained individual (as demonstrated by certification or experience) shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event, but not less than once a week. 11. The written evaluation reports must address maintenance of storm water quality measures, problems identified at the project site and corrective actions recommended and completed to e. Evaluation reports must be made available to the inspecting authority within 48 hours of a request. . I . - - - - - - � - I 1 . - I SCALE: 1 "=50' "-���� A %J 1%0 W1 Ill J%&% %J` Pmf %01%0 wwo Call before you dig. 1 10031 21 I WIM1301051 a k BIJ — 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 hereon 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 no excee It foot. ELEVATION = 840.717 <CP1100> (NAVD 1988) . — p o concre e monumen , us rig —o —way mar er a e no eas, . corner of the subject tract. ELEVATION = 836.58 . TBM 2 — Mag nail set 1 foot up on the east side of power pole #197353 along the west property line of the subject tract, 72 feet south of the centerline of Queensborough Drive stub street. ELEVATION = 837.35 TBM 3 — Mag nail set 8 inches up on the north side of power pole #197355, southwest of the existing house. ELEVATION = 834-18 QUENCING MASS GRADING STARTUP The purpose of staging construction during the mass grading phase of the project is to limit the amount of ground disturbed at any given time and to prevent sediment from leaving the site. For this reason, the following sequencing should be followed as much as possible, and any de'watering required during construction of this project shall be dy" dewatering bag or approved equal. Do not place dewatering bag within 50 feet of a ditch or creek. ' Call the Indiana Underground Protection Systems, Inc. ("Holey Moley") @ 1-800-382-5544 to check the location of any utilities two days before work is to commence. Establish onsite location for owner/operator/con tractor placement of approved plans and Rule 5 NOI inspection documentation. CITY OF CARMEL MUST BE NOTIFIED AT LEAST 48 HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN. CONTRACTOR SHALL CALL THE CITY OF CARMEL ENGINEERING DEPT. AT (317) 571-2441 TO SET UP A MEETING PRIOR TO STARTING CONSTRUCTION. MASS GRADING SEQUENCING 1. Temporary construction drive shall be installed as shown. (See this sheet). 2. Install silt fencing along property lines, and tree protection fencing as shown on this sheet. Install curb inlet protection on existing inlets. 3. Construct staging area as shown on this sheet. Also construct Rule 5 information posting, install trash dumpster, and place port—o—let as shown on this plan. 4. Construct temporary diversion swales leading to Pond #1 and #2 as shown on sheets C103—C104. Install stone check dams as shown on sheets C103—C104. Protect existing vegetation in undisturbed common area until storm structure #581 is installed, then clear brush and permanent seed as necessar Is (Construction Phase) 5. Strip topsoil from Pond #2 and stockpile topsoil on lots 19, 20, 48 & 51 as shown on sheet C104. Apply temporary seed and silt fencing around stockpiles as indicated in detail shown sheet C803. Excavate Pond #2 and construct pond embankments. Finish grade portions of that will have permanent seed and erosion control blanket as shown on Sheets C103—C104. Seed Pond embankment and install erosion control blanket and silt fence at top of pond bank. 6. 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Existing Contour . . � I NOTE: FOR EROSION CONTROL DETAILS 8044, � ��=I 11111M __ __ __ -_ NOTE: NO EARTH DISTURBING AC11VITY MAY TAKE PLACE WITH MANAGEMENT PERMIT. . . . __ __ __ � I ��� mulle, WARNING FOR EROSION CONTROL R ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. I. � ��� I � I Iff I 1101 NO W 0011111 I W I , , DEVELOPMENT NOTES ; . 1. The Contractor, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on site. 2. Contractor ,shall be responsible for minimizing sediment discharge and .tracking from the site throughout the land disturbing activities until permanent stabilization has been achieved. 3. Contractor shall clean up sediment that is either tracked or washed onto roads. Bulk clearing 0 se imen s I a I not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statues and rules. 4. Adjacent lots disturbed by contractor must be repaired and stabilized with. temporary or stabilization. 5. Contractor shall implement measures to minimize or eliminate wastes or unused building materials, including garbage, debris, cleoning wastes, wastewater, concrete truck washout, and other substances from being carried from a project site by run—off or wind. Identification of areas where concrete truck washout is permissible must be clearly posted at appropriate areas of the site. Wastes and unused building materials shall be managed and disposed of in accordance with oil applicable statutes and regulations. 6. The duration of time which an area remains exposed shall be kept to a practical minimum depending upon the weather. If construction activity is to cease for more than fifteen calendar days, the disturbied areas shall be temporarily seeded or mulched. 7. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets, creeks and storm sewers will not longer occur. 8. Final stabilization of a project site is considered achieved when all land disturbing activities have been completed and a uniform perennial vegetative cover with a density of seventy percent (70%) has been ,established on oil unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. 9. Once onsite erosion and siltation of the streets and storm sewers will no longer occur, the contractor shall remove and dispose of the temporary erosion control devices. 10. A trained individual (as demonstrated by certification or experience) shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event, but not less than once a week. 11. The written evaluation reports must address maintenance of storm water quality measures, problems identified at the project site and corrective actions recommended and completed to e. Evaluation reports must be made available to the inspecting authority within 48 hours of a request. . I . - - - - - - � - I 1 . - I SCALE: 1 "=50' "-���� A %J 1%0 W1 Ill J%&% %J` Pmf %01%0 wwo Call before you dig. 1 10031 21 I WIM1301051 a k BIJ — 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 hereon 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 no excee It foot. ELEVATION = 840.717 <CP1100> (NAVD 1988) . — p o concre e monumen , us rig —o —way mar er a e no eas, . corner of the subject tract. ELEVATION = 836.58 . TBM 2 — Mag nail set 1 foot up on the east side of power pole #197353 along the west property line of the subject tract, 72 feet south of the centerline of Queensborough Drive stub street. ELEVATION = 837.35 TBM 3 — Mag nail set 8 inches up on the north side of power pole #197355, southwest of the existing house. ELEVATION = 834-18 QUENCING MASS GRADING STARTUP The purpose of staging construction during the mass grading phase of the project is to limit the amount of ground disturbed at any given time and to prevent sediment from leaving the site. For this reason, the following sequencing should be followed as much as possible, and any de'watering required during construction of this project shall be dy" dewatering bag or approved equal. Do not place dewatering bag within 50 feet of a ditch or creek. ' Call the Indiana Underground Protection Systems, Inc. ("Holey Moley") @ 1-800-382-5544 to check the location of any utilities two days before work is to commence. Establish onsite location for owner/operator/con tractor placement of approved plans and Rule 5 NOI inspection documentation. CITY OF CARMEL MUST BE NOTIFIED AT LEAST 48 HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN. CONTRACTOR SHALL CALL THE CITY OF CARMEL ENGINEERING DEPT. AT (317) 571-2441 TO SET UP A MEETING PRIOR TO STARTING CONSTRUCTION. MASS GRADING SEQUENCING 1. Temporary construction drive shall be installed as shown. (See this sheet). 2. Install silt fencing along property lines, and tree protection fencing as shown on this sheet. Install curb inlet protection on existing inlets. 3. Construct staging area as shown on this sheet. Also construct Rule 5 information posting, install trash dumpster, and place port—o—let as shown on this plan. 4. Construct temporary diversion swales leading to Pond #1 and #2 as shown on sheets C103—C104. Install stone check dams as shown on sheets C103—C104. Protect existing vegetation in undisturbed common area until storm structure #581 is installed, then clear brush and permanent seed as necessar Is (Construction Phase) 5. Strip topsoil from Pond #2 and stockpile topsoil on lots 19, 20, 48 & 51 as shown on sheet C104. Apply temporary seed and silt fencing around stockpiles as indicated in detail shown sheet C803. Excavate Pond #2 and construct pond embankments. Finish grade portions of that will have permanent seed and erosion control blanket as shown on Sheets C103—C104. Seed Pond embankment and install erosion control blanket and silt fence at top of pond bank. 6. Install silt fe * " all interior locations of the site as shown on sheets C103—C104. 7. Strip topsoil from remainder of site to be mass graded, store in Lots 19, 201 48 & 51 as indicated on sheet C104, apply temporary seed and silt fencing around stockpiles as indicated in detail shown sheet C803. 8. Complete all mass grading for roads and building pads. 9. Install temporary seed in Mass Grading Areas shown on Sheet C103—C104 if work in this area will discontinue for 14 days or more. .- . I :::::;;ill I ,ill. .... t :: - i �i <. i _� sj I I I i im !.ii;:. . _­_4k­AR , . . M - - - . !%,.EIV;lWVWN - - M - - - - It M _:. "I - - . - . - - - . i I - __.r- _-_. - ___1 ld� - - I I ,` Itit.4n..'s ,_ - - ., I , :tit i6 - - - - - - In - - / . - - - - - - - - - - - � - - - - 11 I ` � I" .:fH:::H­.:,, ,_ - - M - - - I IP'. - - - � . . . - - - t1ii - - 'jil li 0, - - . - - f ......... 11-,'-st I I - - �) - _________ "7 - - - I.M. - - :1 L - �:z. k Itto .to . I . 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THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenu Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Build Interior Design Land Surveying Landscape Architecture Transportation Engineering I ___ - - - DATE: . 08/01/08 5622.002 100 r's- CQ CHECKED BY: kwk 1PG SHEET TITLE: ' cc ,:I- POLLUTION PREVENTION PLAN DRAWING FILES: R:\5K\5622\002\dwgs\Section 2\C103—C104.dwg I SHEET NO.: �� �-� cy'") - ua �-� culs.0) Ii._4 C> Isg� I >..4 Z a-4 :114 Z . -<4 -<4 P____1 C\2 _<4 Z 1:1.4 �� = P___4 Z U) _<4 Z 1::� I ee U CD CD C\2 CD a I (C) - io_41 1�4 �25 C4 P4 F-4 04 &__1 0­1 �D Iss—s-ull ::::� U V-4 M - L_ 11 �4 0�;�-- --C� c.0) �� E­­­1 a:� 04 '_ C/D C/D C) C_.� 1�4 li.� 1�4 &__4 . => "-.) co - � . co ___ - - - DATE: 111111 I . 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FLOOR 1 - - - - - - - - - - - - - - - - - - - - . . . . . . .... - - - - - - - - - - - - - - - - - 26 k ... - - - - - - - % --- - - - - - - - - - - i -- - - - - - - - - -- ILL 7- . ....... -- - - - - - - - - - - - t;%;;7 . . .......... . ... ........ D -S ...... ... ...... 'N_ REE PRO-TEC ON*--F--,.E--, -NO ,,.,,,AM ER-1 N NCE GO T-R'U . . . . ....... N C: GREEN"' SC250 OR L r APPROVED EQUAL S f EXISTING MOKEY t N`:, ul L L SUBDIVISION r A Ir T E- -E ET T NOTE- FOR EROSION CONTROL DETAILS SEE SHEETS C803 & C8040 NOTE: NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN.APPROVED STORM WATER ,MANAGEMENT PERMIT. WARNING THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. DEVELOPMENT NOTES 1. The Contractor, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities' on site. 2. Contractor shall be responsible for minimizing sediment discharge and tracking from the site throughout the land disturbing activities until permanent stabilization has been achieved. 3. Contractor shall clean up sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statues and rules. 4. Adjacent lots disturbed by contractor must be repaired and stabilized with temporary or permanent surface stabilization. 5. Contractor shall implement measures to minimize or eliminate wastes or unused building materials, including garbage, debris, cleoning wastes, wastewater, concrete truck washout, and other substances from being carried from a project site by run-off or wind. Identification of areas where concrete truck washout is permissible must be clearly posted at appropriate areas of the site. Wastes and unused building materials shall be managed and disposed of in accordance with all applicable statutes and regulations. 6. The duration of time which an area remains exposed shall be kept to a practical minimum depending upon the weather. If construction activity is to cease for more than fifteen calendar days, the disturbed areas shall be temporarily seeded or mulched. 7. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets, creeks and storm sewers will not longer occur. 8. Final stabilization of a project site is considered achieved when all land disturbing activities have been completed and a uniform perennial vegetative cover with a density of seventy percent (70%) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. 9. Once onsite erosion and siltation of the streets and storm sewers -will no longer occur, the contractor shall iremove and dispose of the temporary erosion control devices. 10. A trained individual (as demonstrated by certification or experience) shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event, but not less than once a week. 11. The written evaluation reports must address maintenance of storm water quality measures, problems identified at the project site and corrective actions recommended and completed to ensure compliance. Evaluation reports must be made available to the inspecting authority within 48 hours of a request. ASSUMED NORTH SCALE,* 1 "=50' A NA I %r I I via I%A% %# 040" %011W Two Call before you dig. BM - The vertical location data shown on this survey are based upon a positional pit, se y ational Geodetic Survey ( GS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and ore on the 1988 North American terticol Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. ELEVA11ON = 840.717 <CP#100> (NAVD 1988) TBIVI 1 - Top of concrete monument, flush right-of-woy marker at the northeast corner of the subject tract. ELEVATION = 836.58 TBIVI 2 - Mog nail set 1 foot up on the east side of power pole #197353 along the west property line of the subject tract, 72 feet south of the centerline of Queensborough Drive stub street. ELEVA11ON = 837.35 TBIVI 3 - Mog nail set 8 inches up on the north side of power pole #197355, southwest of the existing house. ELEVATION = 834.18 STAFFORD PLACE SEQUENCING MASS GRADING STARTUP The purpose of staging construction during the mass grading phase of the project is to limit the amount of ground disturbed at any given time and to prevent sediment from leaving the site. For this reason, the following sequencing should be followed as much as possible, and any dewatering required during construction of this project shall be done through a "Dandy" dewatering bag or approved equal. Do not place dewatering bag within 50 feet of a ditch or creek. Call the Indiana Underground Protection Systems, Inc. ("Holey Moley") @ 1-800-382-5544 to check the location of any utilities two days before work is to commence. Establish onsite location for own er/operator/contractor placement of approved plans and Rule 5 NOI inspection documentation. CITY OF CARMEL MUST BE NOTIFIED AT LEAST 48 HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN. CONTRACTOR SHALL CALL THE CITY OF CARMEL ENGINEERING DEPT. AT (317) 571-2441 TO SET UP A PRE-CONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION. MASS GRADING SEQUENCING 1. Temporary construction drive shall be installed as shown. (See this sheet). 2. Install silt fencing along property lines, and tree protection fencing as shown on this sheet. Install curb inlet protection on existing inlets. 3. Construct staging area as shown on this sheet. Also construct Rule 5 information posting, install trash dumpster, and place port-o-let as shown on this plan. 4. Construct temporary diversion swales leading to Pond #1 and #2 as shown on sheets C103-C104. Install stone check dams as shown on sheets C103-C104. Protect existing vegetation in undisturbed common area until storm structure #581 is installed, then clear brush and permanent seed as necessary. (Construction Phase) 5. Strip topsoil from Pond #2 and stockpile topsoil on lots 19, 20, 48 & 51 as shown on sheet C104. Apply temporary seed and silt fencing around stockpiles as indicated in detail shown sheet C803. Excavate Pond #2 and construct pond embankments. Finish grade portions of pond embankments that will have permanent seed and erosion control blanket as shown on Sheets C103-C104. Seed Pond embankment and i istall erosion control blanket and -ilt fence at top of pond bank. 6. Install silt fencing in all interior locations of the site as shown on sheets C103-C104. 7. Strip topsoil from remainder of site to be mass graded, store in Lots 19, 20, 48 & 51 as indicated on sheet C104, apply temporary seed and silt fencing around stockpiles as indicated in detail shown sheet C803. 8. Complete all mass grading for roads and building pads. 9. Install temporary seed in Mass Grading Areas shown on Sheet C1103-C104 if work in this area will discontinue for 14 days or more. C) C.) Cd Cn P 47 P, C N DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER ORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WTHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2008) 0 Gnu i r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone- 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture ransportation Engineering DATE: PROJECT NO.: 08 01 08 5622.002 cc Z1_ CQ CHECKED BY: W TPG SHEET TITLE: MASS GRADING PHASE STORMWATER POLLUTION PREVENTION PLAN DRAWNG FILES: R: \5K\5622\002\tp1wqs,\,�P_rt inn 9\r.1m-(.,1n4_,iw(1 SHEET NO.: co Z CD C\. ,...2 C:) CD CQ C) F-4 C.0 DATE: PROJECT NO.: 08 01 08 5622.002 DRAWN BY. CHECKED BY: W TPG SHEET TITLE: MASS GRADING PHASE STORMWATER POLLUTION PREVENTION PLAN DRAWNG FILES: R: \5K\5622\002\tp1wqs,\,�P_rt inn 9\r.1m-(.,1n4_,iw(1 SHEET NO.: rA 0.00 CD ............... ............. M C:) C) .... . ...... 'M ­] 10- . . ................. (D 11 if CD f if f If f Iff Cn fill >< offfif if f IF / I le 11 r I`- t 'fi "t I 1i It . 51 'S. CRETE WASHOUT AREA CONTRACTOR TO P '0 fit CON EC STAFFORD LACET I, D RMINE FINAL LOCA11ON OR RELOCATION OF T, r, it is if TFIVIPORARY it: I A tA� AZ) L;UNZ)1KUL;11UN rKUUKtbbtb* 1III- If C-ONSTRUCT!"ON" (IS R ING TREE FARM ELOCATED, LOCA11ON SHALL BE AWAY FROM ALL fINENTRANCE (REMOVE STORM INI FITS OR OTHER STORM STRUCTURES. . . . ........ .. ................... RU LE 5 MEN ROAD IS PAVED). r........... .......... .......... OS11NG tff4.: 1tf ............ fli�f !`E F 11ON ........... . ... . ............. ................. t CONSTRUC M 1. T% tPMA ...... . ..................... - - - - - - - - - - - --- 6m f- - - - - - - - - - - - - -- IT, . . . ..... . ...... . ................ ............ .......... ............. It ................. . ...................... .. . T-1 - - - - f.......... ... . .... . ... . .. I . ...... . . ..... . ..... ...... ---------- U pt .............. . 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W mom 77 T ............ ........ ..... - - - - - - ............. . ........... Ck:: ................. ........... . -13 AW" - _gd Z L7 4v d - - - - - - - - - - - -- UJ .......... . . .. .......... f3 ............. rp a - D.......... ............ Pr .......... ........... ............ .......... r . ... ...... .. fMON A E 10 VC d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - % Idr .... ....... . . . . . . .......... t--- -------------- SILT., FENCE END" % SECTION PROTEC11ON L6-' N 3 - - - - - - - - - - - t----------------- --- rREE ROTEC11ON .............. ................. 4 - AND/ R SAFETY - - ..... . ..... . ........... ............ ........... ING FENC dF f FIP .......... ............... 3 L ------------ - - - - - - - -q6 q6 ................... -86:1 ......... . .. ........ .... IL fdo It............... I 6. fmob - - - - . . . . . . ............ d% P, tkit .......... .......... ........ - - - - 9b L It ...... ... - - - - ......... . ONSTRUCTIO N ............ 1F - --------------- f .......... - - - - - - - - - - - - LIMITS ............. qb 1jj:::L:'�:: :%. .... .......... ........... LLJ I I I .......... ... 416 ry 1 ........... jL ............. P t....................... .............. . ................................................. ............ - - - --- - - - - - - - - - - - - - - - - --- - - - .......... ------------ ... ... ar I ........... ................. .............. ......... ......... 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Mi. - 1b. .............. . ............. .............. ----------- .......... - - - db - - - - - t..... ....... ... ........ ..... - - ................... ................. . ..................... . - - - - - - - - - - - ........... --- - - - - A - -------------- - - - mom* ------------- ............ - - - - - - - - - - - - ............ ......... .. t............ .................... .......... - - - - - - - - - - - - - ---------- -------------- .................. W .... ....... ............... .......... . ...... ........... L ........... - - - - - - - - Ir 2- 4 ------ . ......... ...... ..... hip ... ....... ............. .................. ....................... - - - - - - - - - .. .......... ............. LiNt Jr - - - - - - - - - - - - - ..... ........ . .. .............. AP sE ........................ 6 r r .. .. .. . .. .. .... r;; 4 : I ............ i�;i t .... .... . . :-::;:: ......... . - - - .................. ........... ... . ...... - - - - - - - - - - - - - % ------------------- ............. ............ ............. . ............. :::::: - 16 ............. .................... ........... E T - - .............. ........................... ............. .......... ............. tt -- --------- .............. f WNI I - I' Ill I W- Tow'Til 2 -10 Nqamm !,aIa Existing Storm Sewer New 'Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour + + + HATCH PATTERN DENOTES NATIVE SEED WITH + + NORTH AMERICAN GREEN SC125BN EROSION ,+++++, CONTROL MIX. SEE SEED MIXTURE. STAFFORD PLACE CONSTRUCTION & POST CONSTRUC11ON SEQUENCING 1. Remove temporary construction entranceupon pavement installation. 2. Repair and/or maintain staging area, install concrete washout located near entrance to Alderbrook Trail. I Repair or maintain silt fencing safety fencing installed in mass grading portion of project. 4. Continue to sweep streets on a weekly basis and after each significant storm event. 5. Install all remaining storm sewer systems and other utilities including AquaSwirl filter structures. Install all inlet protection as each inlet is comp)eted as shown in the plans and shown on detail sheet C803. Do not remove temporary diversion swales/ditches and check dams until it becomes necessary to do so. 6. Complete all finish grading shown on Sheets C101-C102 including all side and rear yard swales. 7. Prepare seed bed and apply permanent seed 'nd erosion control blanket to all swales, utility corridors, and common areas as shown on the plans or as necessary to to revegetate disturbed ground. 8. Prepare seed bed and apply permanent seed and all erosion control blanket to all sloping rear yard building pads as shown on. sheets C105-C106 stabilize disturbed ground. 9. Prepare seed bed and apply temporary seed in all disturbed areas in which work will cease for 14 days or more. 10. Excavate sediment in pond basins if it accumulates so that pond depths are reduced:to less than 8 feet. 11. If seeded areas do not produce a minimum of 70 percent vegetative cover, c'ntractor shall re-seed to obtain adequate vegetative cover for stabilization of the site. 12. Remove all temporary erosion control BIVIP practices including silt fence when entire site has reached 70 percent vegetative cover. 13. Seed 10-foot littoral shelf in retention ponds only after contributing watershed basin has 70% veptated cover. 14. Clean out all Post Construction BMFs when construction is complete. ASSUMED NORTH SCALE, 1 =50' Call before you dig. lw>, EIM - The vertical location data shown on this survey are based upon a positional solution derived from Global Positioning System (GPS) observations processed b software. Unless otherwise noted, elevations shown hereon 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 = 840.717 <CP1100> (NAVD 1988) TBM I - Top of concrete monument, flush right-of-way marker at the northeast corner of the subject tract. ELEVA11ON = 836.58 TBM 2 - Mag nail set 1 foot up on the east side of power pole #197353 along the west property line of the subject tract, 72 feet south of the centerline of Queensborough Drive stub street. ELEVATION = 837.35 TBM 3 - Mag nail set 8 inches up on the north side of power pole #197355, southwest of the existing house. ELEVATION = 834.18 POST CONSTRUCTION ACTIVITIES The purpose of the post construction phase is to identify and maintain all post construction Best Managemen' Structures (BMP's) thus reducing runoff and controlling pollutants. For this reason, the following sequencing should be followed as much as possible. 1 Install water quality wet detention pond w/mass grading as described on sheet C1 03-Cl 04. 2. Install AquaSwirl filter structures w/storm sewer system as described in adjacenf construction sequencing. 3. Clean AquaSwirl structures and pond out @ completion of construction. 4. Distribute Post Construction BMP Operations and Maintenance Manual PMP owner and to home owners association. 5. The O&M manual identifies and locates the following BMP structures for the owner. Stormwater Wet Detention Pond #2 Aquaswirl Filters 2, 3, 4 & 5 BMP owners must routinely inspect BMPs to verify that all BMP components are functioning as designed and are not in danger of failing. All BMPs need maintenance to function as water quality and quantity enhancements. Maintenance can range from dredging sediment out of the treatment area to mowing grass. 6. BMP Owner is responsible for the maintenance of the BMP and any costs associated with maintaining the BMP. 7. BMP Owner shall keep the BMP free from litter, woody growth. Refer to the inspection and main'enance guidelines for further clarification. 8. Sediment that collects in the BMP shall be removed when it adversely affects the ability of the BMP to perform as a water quality control device. Sediment shall be removed from lakes when the depth is 8 feet or less. -NOTE: Refer to Post Construction BMP Operation and Maintenance Manual for guidelines on Aquaswirl Maintenance Procedures. NOTE- NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. WARNING THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. NOTE91 FOR EROSION CONTROL DETAILS SEE SHEETS C803 & C8049 V) M cd =�Z C�4 (D UWJ of _: y P y P, L4 C N DATE: 10 2 08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. C COPYRIGHTED BY THE SCHNEIDER CORP.(2008) 0 1101 L I f - - THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone- 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co r- CHECKED BY: kwk -PG SHEET TITLE: CONSTRUCTION PHASE & POST CONSTRUCTION SWPP DRAWING FILES: R:\5K\5622\002\dwgs\Section 2\C105-C106.dwg SHEET NO.: Z C> �Z; CD CD CQ C) U-3 r10 DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk -PG SHEET TITLE: CONSTRUCTION PHASE & POST CONSTRUCTION SWPP DRAWING FILES: R:\5K\5622\002\dwgs\Section 2\C105-C106.dwg SHEET NO.: • (rf t ({ • 1 w tyre ii • - • r • r!µ • • • • • • • •r "•W • • • • - r r _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - _ - _ _ - _ _ _ _ _ 1. r 1 t ff .F. -F 1-t :kl: -,'t' ..ti ,,�,+' rr rr v... ,n ; _ - - - - -. t to f_. 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"'`•- 1.^,..r ,.r ti.:•• -. 0 T C ... «..ttMfrt- -1"m.e __11 _ � «r,••,- """.«.• .,.... �iI _ •_•-- ^- r_• -• -• _ _• �ftiiL * "` ,r..._ .. _-, _mm » y T'• �Yr _r w „r"'r `'- ."`.,,_ ".^«` `.x .,..�« „r ,•,,.- •11""""1••"1- ii .. r ,& �f E- r' y � 1. y r,,,. ✓•'." s `,, ;f-1 , .....+ ,44 - .., .1_111 ,,,_.. .. ...».. - ................._,....•«" , % _ .& I. i « . , + {1 f l Ff .,%.,W. r� _ 825 0 D 0 _N O ..,BACK F LE «� r Ei N I SH i4�� 5.`.� ,.i �rW '" . ,� ..w �5Ii. �F +� N-C �ii �fi €.,, ! 11 «. iI t �` ` ( fir: }. is 7Ht! ^ « •^ -" ",.- - ... - - "" �� I , N I-_ : ! '«r -•.+" i r'J "•., f 1 � _....,TM-- •••,,,.• .^_»'."�•• r_-,r ,,,_,•t ,••,r »'•,,... "'_,•.•..._..» «...... i' rf.. •L•' . . 11 ' +� it i _: •{ t _ I ,,, w, yr GRADE UNlfIL REMA�DER OF�,. „�. .��.... _ ,� r� - __; �Ln , E °fit Y I...i.. iW... _ �� � �+ W, •r WATERSHED BASIN 1S STABILIZED - :r� - " - r 1„ %J "{ r ^v , f _W c`fw 11 fN. 1i �« I I SUMP TO HAVE 600 CU. FT. OF , I lr E r,. «� " � !i #rI �-) � � i 1, L �� .. , ... ". � .., EXISTING S M O K E Y K N O L SUBDIVISION ..«« _ �.r. r "� y •+.tr. ,j ............ .... ,:�� �1_1 1 I I�5 II '. J J,- • -'�-ii (_"»'' ... r«".` I'•..,.« f I ., " - 1 » ...: i !.,.5.••� L..!:... i , 1 ' �� ; r- �t STORAGE BELOW CATO, BASIN RIM. I � � �::.1.� .. � �f r :�r ��. 1< L.J -- II `' E t. t II f ? ( j I 4 �j {{ �i " ! _7 -t i t I t i. µS6 r Ft w✓• .a ..,,• !`.«.._ t,11-1 ��4• �; r `,j,.,• { ! L •• -..r« '11..1.1.,.,.... I ".11 - - �i ! 1 ``,.� �; 1 ,,,a« r' i(` { 'a' i i.•.; f,,•: .. R -, : I,`, ". tlii »'."'.r rr.. -«, ` ,,.',r` 't,,,1, I �`•+.,,; , i.. f:,_ Tye, .r•• -.• 't':k.. l 1 ( E Y{ "� pf i `! i r 1I ill, ( r' I i r I i 4` { - It TLTEC�uIE�� ,a:u:nmr.:nnan:n,:mmnau: :m:::u:r.:::ttr.:::::amkn : i!` !. "ti !,.. :.•:nm:_!1Mtnnr nmta::nr_ti,:m.e U::a ii ::+ n i , Iii !!1!fli!!:R!!44:41:411;0,f!IIt4N w;t R;; i:F414i4!!14!!:!414!i!411,::[!` ,,jii!!!iii Ri!i,i!!i!!4 ;;; ;;!if!ii;L f1Mi! #4fii'nt4ii ?i4lfn;J" Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer _ Existing Contour HATCH PATTERN DENOTES NATIVE SEED WITH +� +�+ NORTH AMERICAN GREEN SC125BN EROSION L_ + + CONTROL MIX. SEE SEED MIXTURE. - - - - - M I M M - - M - M - . --- _Mm__ m- M HATCH PATTERN DENOTES TEMPORARY SEEDING - M - - . I - - __ =-- Z -� - .-C m % __- _- - m" -6= --I. m : __ -.U- � ,-�_m% --m m HATCH PATTERN DENOTES PERMANENT SEEDING . . . � ­ ..... � _.... ­ ;:,::.:::,:::.:.:::�.:.:::...:�:�: - .. � ­..­.­1. I . ..... I ....... .:­ �� � :�: .::.,:�::.:::-.::..::::�.:..:�.�.:: ­­ ­..­::::::i:::::::­­::.; ..:­_­:::::::::::: ... !.::.:.. � HATCH PATTERN DENOTES EROSION CONTROL BLANKET _­ . .... ._.­.:­:.: I 1, :­­:­::­:�:­ ... . ... ... ­ ­.­ ..... 1­111­1­ I .... ­.. - . ­ � "... ­ I ­­­.. ­ ..... ...­�:_ I ... ­­­­.1.....1....­­ � .... :­­ ...... ­­.....1.­..­.1 ............ - _ � .:..:::::::­::::::­. ­1 � .. ... .. I .. ..... .. ­­ ­ ­:.::.: .... ­.....; :.._.._ , ­­.. ­­­­­ . .. ..... . W /PERMANENT SEEDING. USE NORTH AMERICAN GREEN :�.::%:::::.:.:::.::::::::: �: .. �: - �� ...­: =:::: _ !% - �_­:­'­_..., _::::: ._ .... ­�:­ � ­ .­...­­.­1....1 ................ :.­�!:... ­­.­ ... � ................. .... .11, III �:��!:���!!:!���::!!�:,:�:�:�:,-�'....,:��.:.� ... 1:11 .. I— 11. . S 75 UNLESS OTHERWISE NOTED. ffl�HATCH PATTERN DENOTES NORTH AMERICAN GREEN SC250 EROSION CONTROL BLANKET. g::;:;:;:::::::::;;; .%;;:::::::;::::!::; !::.::-::i::::;::::::; I:::-::::::::;::::::!: ::.;::::.::::;:::::; ;:;::::;':::­:::; .:::�:;::::::::;:::;!; CURB INLET PROTECTION /TEMPORARY SEDIMENT FILTER BARRIER i�;!:n;t::!!::::!::1: &:!:::M:::;::11 iii�:iiiiiii:f:;;il BEEHIVE INLET PROTECTION . � -x- SILTATION FENCE 0 o- TREE PROTECTION FENCE 9 (C803 ���� ..... __ _ D 5' PATH lii�ii'..�!iiiH:i!!! ii!ii 9H!;�i!�!!!I!!!T iflii [!T!!!;!,l;:;:!:-. . - ::::::�;::'�:::;:;� ;::il I— .... :.:::::!: 1:;-:­,­ ...... ­ ;::;;iii��iiii!iiR Iiii; i!�i;;:::--­::: ... ::,: ;;:;.::!::::::';; ::::i :I ..... . q : ! i:4 4.::!;;: ..... .. :;;:;;;:;;:: ­l.;;1;:;;;r.:1; IP; Ifi-i ....... 4i'll 't 4-44iiWil SWALE /DITCH EROSION CONTROL BLANKET PROTECTION a o o v CONSTRUCTION LIMITS M, STONE CHECK DAM `0 89 6011 RIP RAP OUTLET PROTECTION STAFFORD PLACE CONSTRUCTION &POST TI NCING 1. Remove temporary construction entranceupon pavement installation. 2. Repair and /or maintain staging area, install concrete washout located near entrance to Alderbrook Trail. 3. Repair or maintain silt fencing safety fencing installed in mass grading portion of project. . 4. Continue to sweep streets on a week) Y basis and after each significant storm event. 5. Install all remaining storm sewer systems and other utilities including A q u a Swirl filter structures. Install I all inlet protection as each inlet is completed as shown in the plans and shown on detail sheet C803. Do not remove temporary diversion swales /ditches and check dams until it becomes necessary to do so. 6. Complete all finish grading shown on Sheets C101 -C102 including all side and rear yard swales. 7. Prepare seed bed and apply permanent seed and erosion control blanket to all swales, utility corridors, and common areas as shown on the plans or as necessary to to revegetate disturbed ground. 8. Prepare seed bed and apply permanent seed and all erosion control blanket to all sloping rear yard building pads as shown on sheets C105 -0106 stabilize disturbed ground. 9. Prepare seed bed and apply temporary seed in all disturbed areas in which work will cease for 14 days or more. , . 10. Excavate sediment in pond basins if it accumulates so that pond depths are reduced to less than 8 feet. 11. If seeded areas do not produce a minim m of 7 0 percent vegetative cover, contractor shall re -seed to obtain adequate vegetative cover for stabilization of the site. 12. Remove all temporary erosion control BMP practices including silt fence when entire site has reached 70 percent vegetative cover. 13. Seed 10 -foot littoral shelf in retention ponds only after contributing atershed basin has 70% ve etated cover. 9 � 14. Clean out all Post Construction BMPs when construction is complete. i - ___ i ASSUMED NORTH S 1 " =50' J %i SW IT iWJ HI v rvv1v WW w Call before you did. IC's 1 N < I .IINI /� I. la BM - 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 hereon 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 = 840.717 <CP #100> (NAVD 1988) TBM 1 - Top of concrete monument, flush right -of -way marker at the northeast corner of the subject tract. ELEVATION = 836.58 TBM 2 - Mag nail set 1 foot up on the east side of power pole #197353 along the west property line of the subject tract, 72 feet south of the centerline of Queensborough Drive stub street. ELEVATION = 837.35 TBM 3 - Mag nail set 8 inches up on the north side of power pole #197355, southwest of the existing house. ELEVATION = 834.18 POST CONSTRUCTION ACTIVITIES The purpose of the post construction phase is to Identify and maintain all post construction Best Management Structures (BMP's) thus reducing runoff and controlling p ollutants. For this reason the following sequencing should be followed ed as much as possible. . 1. Install water quality wet detention pond w ma ss grading as described on sheet x103 -C104. 2. Install A uaSwirl filter structures w storm sewer system as described ' bed in adjacent construction sequencing. 3. Clean AquaSwirl structures and pond out @ completion of construction. 4. Distribute Post Construction BMP Operations and Maintenance Manual BMP owner and to home owners association. 5. The 0 &M manual identifies and locates the following BMP structures for the owner. Stormwater Wet Detention Pond #2 Aquaswirl Filters 2, 3, 4 & 5 BMP owners must routinely inspect BMPs to verify that all BMP components are functioning as designed and are not in danger of failing. All BMPs need maintenance • 9 9 . function to u t o as water quality and quantity enhancements. Maintenance can range from dredging sediment out of th e treatment area to mowing grass. 6. BMP Owner is responsible for the maintenance of the BMP and any costs associated with maintaining the BMP. 7. BMP Owner shall keep the BMP free from litter, woody growth. Refer to the inspection and maintenance guidelines for further clarification. 8. Sediment that collects in the BMP shall be removed when it adversely affects the ability of the BMP to perform as a water quality control device. Sediment shall be removed from lakes when the depth is 8 feet or less. -NOTE: Refer to Post Construction BMP Operation and Maintenance Manu a l for guidelines o n A q uaswirl Maintenance ce Proce du r es NOTE: NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER M . . - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIIIIIIII=� - I - I M WARNING S - . THIS SHEET TO BE USED FOR EROSION. CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - DEVELOPMENT PLAN. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIZ�� �IIIIIIIIIIIIIIIIIIIIIM� NOTE:j * � FOR EROSION CONTROL DETAILS SEE SHEETS C803 & C8040 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIE�� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIE�� 0 W M Co ' w w w Of U 0 =4 CS o� u5� LJr- ' 1 Sant. 0 ., . i ::%, P I := 1 - a V0 1 - �, � . ...� o. • �� :��11' # 1 VISO$ I 140,1 1 I N .007L • • �, DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) " I L �Wm_ I 13 -j • THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering g 9 Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 C\? CHECKED BY: kwk I TPG SHEET TITLE: co CONSTRUCTION SWPP PLAN DRAWING FILES: R:\5K\5622\002\dwgs\Section 2 \C105- C106.dwg SHEET NO.: z �r cy'I C/0 � ­<� C;6 >.1 Z a 0 a Z' (:\2 z � z ^ 9) :C4 II z O o CQ w f24 H � 0 � Q E V �4 >_ ­<1 �4 Q E-I �� C/:) C/D o W �_41 W F O LO C.0 I - ____ . - I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=___ C.0 - DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk I TPG SHEET TITLE: CONSTRUCTION PHASE & POST CONSTRUCTION SWPP PLAN DRAWING FILES: R:\5K\5622\002\dwgs\Section 2 \C105- C106.dwg SHEET NO.: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM "'+. 5. THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION Wpp �,' tF ` } "�. itf" i' j,' "4y \ �� JX \ \ L^5::: f _. .E1; / �� / \� \ . fit; od o� �\ n4 a: `\ THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0 BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. Mail Hh 6, CV _ , THERE ARE TO BE NO WATER VALVES OR - MANHOLES WITHIN THE PAVEMENT, CURBS, \ +oo ALDERBROOK ��— _ —' 1�,�00 — - TRAIL 14 +02 o -1 a_P = - ��45.23 `'� OR SIDEWALKS EXCEPT CURB INLETS. - -_ q X0.3 ° °X�� - FOR CONTINUATION � \ o� SEE SHEET C203 f f NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING ' TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE ►, � ..~ f f TAPE " I�� r DEPARTMENTS CONSTRUCTION REQUIREMENTS, 5 ' f NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR PREVAIL DRIVE = CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY WEST =- FOR CONTINUATION OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE SEE SHEET C202 EXISTING AND PROPOSED CITY RIGHT —OF —WAY. (317)571 -2441 STREET PLAN SCALE: 1 "=50 Al—DERBROOK TRAIL WELLSWOOD BEND 855 855 SECTION 2 SECTION 3 850 850 _ _ _ - LOW POINT ELEV — 831.45 HIGH POINT ELEV = 834.04 PVI STA = 10 +00 - LOW POINT STA = 12 +56.00 HIGH POINT STA = 14 +10.48 PVI STA = 14 +02.08 PVI ELEV = 833.18 PVI STA = 12 +87.78 PVI ELEV = 831.17 PVI ELEV = 834.68 845 845 50.00' VC __ o0 0� _�___- .__........ — _ 100.00' VC - ° O r"') 840 � O pp ° �- N � 840 �co N� ���� +C _. V-) 00 + __ . N _ __—__. __— -OC3 - -- — - - — U 00 r j CO- m m U U + 00 UU > > W C-A U > m W w w w > wm >m W 835 835 m — _ - -. _ ___ 0 CD 830 830 J 0:� O r7 \ Q \ CD + Z � ° U 825 Z 825 Cn O Cn w 7 O J m W O= Z LZ N U N Z W N J Um r7 co O II J Q Z W COI O ° Ld 820 C__) Z J U �� V 820 - U co W �U-) Z I Q co Uw m O Q w U U Z 0_ J Of N W m m a m W U _ 00 r,7 O O CO a") r`� O N 00 O O I 00 O? N > Q N� CDN O� �� r-) CO 00 +N Z_�� 815 O N � O r-) O r'") N r7 co 00 co + N 00 � 00 815 `° 00 r7 r"') r'7 C c0 NO CO 00 co N NO co � O O Ln O co cfl N t� O CO r7 O 00 CD �`� t\ c0 r7 O r` O O O Ln O d- r7 00 N r` cO O n N N N N N r!7 N r7 r� j r`� r7 N N N N N r7 r7 r'7 rr7 r7 r7 r'7 00 00 00 00 00 t� r7 NO r7 r� �� r7 � co 00 00 � 00 00 00 a0 00 00 00 00 00 00 00 00 0o 0o a0 00 0o 0o 00 00 co co 0o co 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 STREET PROFILE Sheet NDetail Description New Grade C801 4 Street Cross Section Details C801 7 Concrete Sidewalk Detail C801 1 8 Sidewalk Ramp For Handicapped Detail w C801 1 Curb Detail C801 2 Pipe Underdroin Detail rT� C301 Intersection Detail I� C\2 Z �--� All Streets are to be 30' wide, Back —to —back, and have a 114C M40' Right —of —way STREET PLAN SCALE: 1 "=50 Al—DERBROOK TRAIL WELLSWOOD BEND 855 855 SECTION 2 SECTION 3 850 850 _ _ _ - LOW POINT ELEV — 831.45 HIGH POINT ELEV = 834.04 PVI STA = 10 +00 - LOW POINT STA = 12 +56.00 HIGH POINT STA = 14 +10.48 PVI STA = 14 +02.08 PVI ELEV = 833.18 PVI STA = 12 +87.78 PVI ELEV = 831.17 PVI ELEV = 834.68 845 845 50.00' VC __ o0 0� _�___- .__........ — _ 100.00' VC - ° O r"') 840 � O pp ° �- N � 840 �co N� ���� +C _. V-) 00 + __ . N _ __—__. __— -OC3 - -- — - - — U 00 r j CO- m m U U + 00 UU > > W C-A U > m W w w w > wm >m W 835 835 m — _ - -. _ ___ 0 CD 830 830 J 0:� O r7 \ Q \ CD + Z � ° U 825 Z 825 Cn O Cn w 7 O J m W O= Z LZ N U N Z W N J Um r7 co O II J Q Z W COI O ° Ld 820 C__) Z J U �� V 820 - U co W �U-) Z I Q co Uw m O Q w U U Z 0_ J Of N W m m a m W U _ 00 r,7 O O CO a") r`� O N 00 O O I 00 O? N > Q N� CDN O� �� r-) CO 00 +N Z_�� 815 O N � O r-) O r'") N r7 co 00 co + N 00 � 00 815 `° 00 r7 r"') r'7 C c0 NO CO 00 co N NO co � O O Ln O co cfl N t� O CO r7 O 00 CD �`� t\ c0 r7 O r` O O O Ln O d- r7 00 N r` cO O n N N N N N r!7 N r7 r� j r`� r7 N N N N N r7 r7 r'7 rr7 r7 r7 r'7 00 00 00 00 00 t� r7 NO r7 r� �� r7 � co 00 00 � 00 00 00 a0 00 00 00 00 00 00 00 00 0o 0o a0 00 0o 0o 00 00 co co 0o co 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 STREET PROFILE HORZ.: 1"=50' SCALE: > VERT.: 1"=5' '� - -' Existing Grade New Grade Vi z w M M O U U Q O✓ W 0- 0 W N 5 w U U 0 &i O ° r7 � O W PFD P CY 4P - EP 'look C ON DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering co Z_ CQ co z w c � z o a z I� C\2 Z �--� O 0 0 �UD H Q � w E- 0 LO cc co � 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN Y Know what's below. / a COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. Call before you dig. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO j THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION N N N I I 00 v THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE O I N SUBGRADE) PLUS 1' -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER l I ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVA11ON TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. ��rx:� „�. �..,:����,xa .FMS..= :�:a, :��:�a� .�ti. x��::��:�,: :��:.,���b�a�,� �,::�:��.���,,��N �.,�,�,a:�����µ,� - -�� _ __. FOR ARE TO BE NO WATER VALVES OR '~ ----- - - - - -- - -- ------------------- - - - - -- ------------------------------ - - - - -- ---------------- - - - - -_ \ -_ �,, OLES WITHIN THE PAVEMENT, , PC— + +54.03 —� 9 +00 m 8 +00 7 +77.00 7 +00 6 +00 _ 5 +57 79 5 +ao PREVAIL DRIVE 4 +oa 3 +77.00 13 +00 2 +55.64 0 , , \ j DEWALKS EXCEPT CURB INLETS. CZ) 10 +2.11 10 00 9 _ _ WFU 00 Z w M (D U U Q w 0 w N 5 w CC U U 0 �0 z, oI-) v-)C14 w° PIS ,,,+ , RY P CY ►Pp 1'0 ,.-, Ef C ON DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION_ © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Sheet Detail Number Description P co 1�_ C801 4 Street Cross Section Details C801 7 Concrete Sidewalk Detail C801 8 Sidewalk Ramp For Handicapped Detail w C801 1 Curb Detail C801 2 Pipe Underdrain Detail z C301 Intersection Detail k ^� z rz— U O JAII Streets are to be 30' wide, Back —to —back, and have a ® 50' Right —of —way Z w M (D U U Q w 0 w N 5 w CC U U 0 �0 z, oI-) v-)C14 w° PIS ,,,+ , RY P CY ►Pp 1'0 ,.-, Ef C ON DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION_ © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering co 1�_ o z w cy-) z 0 a z z rz— U O cat W H CD Q E­4 Q � � w a w 0 0 cD a1 I 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO : I O APPLICABLE LOCAL AND STATE STANDARDS. Know what's below. / 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN Call before you dig. a — COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. C A C.l l CA LOCATIONS EFO E CONTRACTORS ON TRUCTION CONSTRUCTION RESPONSIBILITY TO FIELD VERIFY ALL N 00 C) N 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT- TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION ..o_ -=45b _ AGGREGATE MATERIAL ABOVE THE sy M 4 a: THICKNESS (ALL BITUMINOUS AND b " Yeti; �uw,,;p.: ��._y,� C7 SUBGRADE) PLUS V -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER 3 �d mauN� �.,'x"nimmm i m:a,:L. �.. "'` aV - Q FOR CONTINUATION ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO D T T T T T — _ — — — — — — THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. T -- - - - - -z -------- - - - - -r SEE SHEET 1 IV I kL' -' ' 4 s.', M1� Nk ;I IIiILaIi4� IflxL . r�. � a"' 4 gh �;.N:i!:h}� I L I , ! ` ' .6. �, 1..x.1 ,a 'ryp I �.Ih:ul 6 j� ��,...� y i t' �:. +r Ne y,� H' n F4 CH A� n;irM'� �a a:7a br;' I� ° - FOR ARE TO BE NO WATER VALVES OR 2 ENT CURBS SEE � ,\ ,� OLES WITHIN THE PAVEMENT, , ` V\ Cn M o ' DEWALKS EXCEPT CURB INLETS. 00 Cn N D ' 3 ° C77) \� ,,A Sheet v ri Desc tion P A C801 ' Street Cross Section Details SHEET TITLE: C801 7 Concrete Sidewalk Detail SHEET NO.: C801 8 Sidewalk Ramp For Handicapped Detail W C801 1 Curb Detail C801 2 Pipe Underdrain Detail z C301 Intersection Detail 6 C\2 z 1 ' -- - - -- - - - - - -- —� W� O o \� �— �� 4'��2.g ------- - - - - -- — - - - - -- --------- - - - - PV4 —► -_ �— - -- - - - - - -- ----------------------------------- - - - - -- ------- - -� - -- - - - -P� - -- - -- �— 19 +00 20 +00 PREVAIL DRIVE 21 +00 — {— 21 611.43 22 +00 22 +57.8 Q, 23 +00 +— 23 +97.64 °6 + I I v �„ 15 +00 15 +30.47 16 +00 016 +33.31 W 17 +00 _I �- 18 +00 18 +49.8 _ _ — EAST W 2 0 I I - �� _--- -- - - -- ---- - - - - -- ---- - - - - -- --- - - - - -- - - - - - - -� _ C301 Q I W - -— � o E-+ . I r I cc ' O I I VQ I o f - Co rrM I I D I �z I f I -P ...P -P � N CD v ' ° v _ I _ v I NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE FOR CONTINUATION DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF SEE SHEET 0201 NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. (317)571 -2441 STREET PLAN SCALE: 1 " =50' F'REVAIL . DIRIVE EAST 845 845 _. HIGH POINT ELEV = 828.43 LOW POINT ELEV = 826.63 HIGH POINT STA = 16 +51.50 LOW POINT STA = 18 +49.88 840 840 LOW POINT ELEV = 823.62 _ PVI 5TA = 16 ±33_.31. PVI STA _ = 18 +_46.10 - LOW POINT STA = 13 +86.29 PVI ELEV = 828.80 - — - -y -- PVI ELEV = 826.52 50.00' VC + N PVI STA = 13 +78.85 100.00 VC 00 _ r10 co PVI ELEV = 822.96 _ C' N N + 835 co Ln 000 II > r 5 � N II N LLj 100.00' VC �, Ln 00 N _�_ _ _ 835 II co J. T` cD 00 r- . — F¢— W W + 00 N cfl t` O J Ln S D_ W U > 00 00 00 00 > 0- ~ W D_ 1 L0 > m > w m I 00 n m j co O C)d 0° 830 + N � N m W 830 0o _ __ _ _ -- 4 . __ -- - - - - 12 Lij - 0.83% U > 0.79% w m 825 ------------ 825 _ - - - -- - mi -- -- - -- 820 C) 820 O J J COV N N co V CD CD NN ' 815 00 O N�I 4_ 815 CD LO m w LO W � o N w z z l 810 00 _ 810 W Z — w V D E-- Z w N V Q � C+5 +0 C14 — O -.4- ff-) 805 +L N 00 �N 805 � Q7 cD O N t d- CTS N Ln oo O L O � to i` t o N N O Ci) 00 00 N r— IO'7 O O O O Cfl O O r7 00 C7? r� r7 O 00 r� lf) I� C7� CT) cp N Od 06 O CD cD rn � 00 00 00 00 00 00 00 00 00 00 00 � rn Q] O Cp t\ 00 00 00 00 � � N N N N N N N N N N N N N N N N N N N N 00 N 00 N N N co N N N N N N N N N N N 00 co 00 00 00 00 00 00 DO co 00 DD co 00 DO 00 00 DO 00 00 00 04 C4 00 00 00 00 00 00 00 00 co 00 00 0o 13 +00 13 +50 14 +00 14 +50 15 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 HORZ.: 1"=50' SCALE: > S REET PROFILE — VERT.: 1 =5 Existing Grade New Grade N Z W M 0 U U Q H w O W 5 W U U 0 �co 0 oM wCD V 11 DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Sheet Detoil Number ri Desc tion P co Z_ C2 C801 4 Street Cross Section Details SHEET TITLE: C801 7 Concrete Sidewalk Detail SHEET NO.: C801 8 Sidewalk Ramp For Handicapped Detail W C801 1 Curb Detail C801 2 Pipe Underdrain Detail z C301 Intersection Detail C\2 z Q z ® All Streets are to be 30' wide, Back —to —back, and have a 50' Right —of —way STREET PLAN SCALE: 1 " =50' F'REVAIL . DIRIVE EAST 845 845 _. HIGH POINT ELEV = 828.43 LOW POINT ELEV = 826.63 HIGH POINT STA = 16 +51.50 LOW POINT STA = 18 +49.88 840 840 LOW POINT ELEV = 823.62 _ PVI 5TA = 16 ±33_.31. PVI STA _ = 18 +_46.10 - LOW POINT STA = 13 +86.29 PVI ELEV = 828.80 - — - -y -- PVI ELEV = 826.52 50.00' VC + N PVI STA = 13 +78.85 100.00 VC 00 _ r10 co PVI ELEV = 822.96 _ C' N N + 835 co Ln 000 II > r 5 � N II N LLj 100.00' VC �, Ln 00 N _�_ _ _ 835 II co J. T` cD 00 r- . — F¢— W W + 00 N cfl t` O J Ln S D_ W U > 00 00 00 00 > 0- ~ W D_ 1 L0 > m > w m I 00 n m j co O C)d 0° 830 + N � N m W 830 0o _ __ _ _ -- 4 . __ -- - - - - 12 Lij - 0.83% U > 0.79% w m 825 ------------ 825 _ - - - -- - mi -- -- - -- 820 C) 820 O J J COV N N co V CD CD NN ' 815 00 O N�I 4_ 815 CD LO m w LO W � o N w z z l 810 00 _ 810 W Z — w V D E-- Z w N V Q � C+5 +0 C14 — O -.4- ff-) 805 +L N 00 �N 805 � Q7 cD O N t d- CTS N Ln oo O L O � to i` t o N N O Ci) 00 00 N r— IO'7 O O O O Cfl O O r7 00 C7? r� r7 O 00 r� lf) I� C7� CT) cp N Od 06 O CD cD rn � 00 00 00 00 00 00 00 00 00 00 00 � rn Q] O Cp t\ 00 00 00 00 � � N N N N N N N N N N N N N N N N N N N N 00 N 00 N N N co N N N N N N N N N N N 00 co 00 00 00 00 00 00 DO co 00 DD co 00 DO 00 00 DO 00 00 00 04 C4 00 00 00 00 00 00 00 00 co 00 00 0o 13 +00 13 +50 14 +00 14 +50 15 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 HORZ.: 1"=50' SCALE: > S REET PROFILE — VERT.: 1 =5 Existing Grade New Grade N Z W M 0 U U Q H w O W 5 W U U 0 �co 0 oM wCD V 11 DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co Z_ C2 CHECKED BY: kwk TPG SHEET TITLE: STREET PLAN & PROFILES DRAWING FILES: R:\5k\5622\002\dwgs\Section 2 \C201— C203.dwg SHEET NO.: (C2(03 z W V ✓ z � O a z C\2 z Q z z O o w 0 0 N Q � W � o E-+ . o co cc DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STREET PLAN & PROFILES DRAWING FILES: R:\5k\5622\002\dwgs\Section 2 \C201— C203.dwg SHEET NO.: (C2(03 l / 1 ooh I � / p0 k TC / STA.- 13+70. 1 COMMON AREA "E" OFFSET: 15.00 L 829.611 $C e HANDICAP RAM (typ C801 J o INTERSECTION DETAI-L 1 \' coo 1 1 ALDERBROOK TRAIL &PREVAIL DRIVE WEST SECTION 2 CONSTRUCTION SCALE: 1 " =30' v v� 832.41 TC O.c V v— 831.38 TC W W W NA °z — ---- -- - — — — — — — — — — -- — — — — — — — — — — — - - — — — W CL /CL 16 +06.00 — 17 +00 0 o��11 6)� G 828.16 (D rn �� W M M \STA: 16 +45.97 OFFSET: 15.00 R 829.35 TC ST A: 23 +70.67 OFFSET: 15.00 R 82 76 11 TC PREVAIL DRIVE EAST 2 INTERSECTION DETAIL. �01 WELLSWOOD BEND &PREVAIL DRIVE EAST It DRIVE WEST PREVA SECTION 3 CONSTRUCTION SCALE: 1"=30' i � 27 5' CONCRETE W K (typ) � cem fi 5�D (tlp� �l 24 EYEBROW DETAIL �01 PREVAIL DRIVE WEST- SECTION 2 CONSTRUCTION SCALE: 1"=30' 0 a _10 Call before you dig. Tk-T® 1. ALL STREETS ARE TO BE 30' WIDE, BACK —TO —BACK, AND HAVE A 50' RIGHT —OF —WAY. BM — 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 hereon are based upon said OPUS solution and ore cn 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 = 840.717 <CP #100> (NAVD 1988) TBM 1 — Top of concrete monument, flush right —of —way marker at the northeast corner of the subject tract. ELEVATION = 836.58 TBM 2 — Mag nail set 1 foot up on the east side of power pole #197353 along the west property line of the subject tract, 72 feet south of the centerline of Queensborough Drive stub street. ELEVATION = 837.35 TBM 3 — Mag nail set 8 inches up on the north side of power pole #197355, southwest of the existing house. ELEVATION = 834.18 1-e1 —)Or — —}— — New Storm Sewer New Sanitary Sewer W New Water Main aoo.00 New Pavement Elevations 000.oa All Other Finish Elevations 000.00 TC Top of Curb Elevations L6 Z w U U Q w 0 w w U U O o� w � P '",,RY P Y i5� EP C N DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS. Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co CHECKED BY: kwk TPG SHEET TITLE: cO �t DETAIL DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C301.dwg SHEET NO.: Z w co O C�d Z Z z O w W � W � w w E- CD LO cO cO DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: INTERSECTION & EYEBROW DETAIL DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C301.dwg SHEET NO.: (C30n vi z w 0 U U W EL M W W Ckl- U U (J7 a Z � o M o w PIS , IRY PEA CY OTEF 2_:* C W1, ro N � 2'44' DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. {2008; Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering K: \5K \t�bZZ \UUZ \dwgs \Section Z \U,)UZ.awg co r- CQ C 0 z z z '-' O U o CQ W 0 0 Q W � � � � o E- 0 LO cc cc K: \5K \t�bZZ \UUZ \dwgs \Section Z \U,)UZ.awg Ov EXISTING 8" SANITARY SEWE c BUILT w /SECTION 1 I • D Know what s below. ' — _ Call before you did. CA 01 O / EXISTING 8 SANITARY SEWER X 00 „� 01 o� 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE BUILT w /SECTION 1 �cP 4 �p O I I 3. LOCAL AND STATE STANDARDS. �qr 50 /W / 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH v WYE &LAT � � S� WYE &LAT. . WYE &LAT. I I WYE &LAT. WYE &LAT. 1 APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. \ 1 +58 2 +58 3 +58 0 +49 1 +54 — X '0 J �� 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY oo LOCATIONS BEFORE CONSTRUCTION BEGINS. J f \ I 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 1�� I 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM PT= �, PA �— �— —� PVI 18 , MANHOLE. (MH) 15 +00 15 +30.47 16 +0 o 16 +33.31 17 +0 18 +0 18 +49.8 19 +0 20 +00 PREVAIL DRIVE 21 +00 21 +61.43 22 +00 22 +57.83 W 23 +00 23 +97.64 06�+ � C�J V `”' —I — — — — `"' — I 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. EAST °° � i m v � —� 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION � I CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE _. O N rrn— LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE ? to o p --� Z N N O r— I CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END cu. O OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 3- ° 5 MM r M � Q O I o 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE o � m c c Z Z o *WYE & LAT. *WYE & LAT. *WYE & LAT. *WYE & LAT. *WYE & LAT. *WYE &LAT. *WYE &LAT. *WYE & L.AT.� *WYE & LAT. r� I UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE + 1 +56 2 +56 3 +56 0 +47 1 +52 2 +54 3 +54 0 +61 LATERALS BE CLOSER THAN FIVE 5 FEET TO THE BUILDING LINE, UNLESS OTHERWISE C> D « II II 0 +54 ( ) D I ( D z I NOTED. m I I 11 CC) CO v0 I I I I N o N rTl I ...P I I Tl Z o I CSI �i 00 cn - _ 0o Y rT�rTl PROJECT NO.: Sheet Number Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 6 7 Service Connection for Shallow Sewer Wye & Lateral Capping Detail (C40n w SANITARY SEWER PLAN SCALE: 1 "=50' 845 z C) 0 z _. SANITARY SEWER PROFILE PROJECT NO.: HORZ.: 1 =50 SCALE. ,�_ , _ VER T.. 1 5 ,,, -____` Existing rade 9 New Grade / / / / /// Granular Backfill kwk SHEET TITLE: Co & PROFILES DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 1 \C401.dwg SHEET NO.: (C40n w SANITARY SEWER PLAN SCALE: 1 "=50' 845 z C) 0 z _. _ Cz 845 LU C:) wE- o CD �M L o z Q rid 840 CD = z 840 � o U CD w E- >_ CD _ �- ME ��� Q ZC/') 1— Q �C� Q NMI 835. H- C/') a. _ _ p D Z Q � � z V) (n �� �O .- � (/J N�C14 �°° N N Z N � a; F-- 835 ZO..__ � ^� .___.,L -r_ _ __ _ _ ___ _ ...............p O r-D -.M CO _._ Z 00 — O U � U-) CO OC6 cD a0 Z N�aO , 4- N �z 1- �~ Q �coZZCD 00 CO CO of C3 830 ��ZZZ DD � co CD > > 830 _ _ C'4 825 U co � _____ - __ 825 i I _ _ _ _ _____- - _- - _ _ _ _ -___ - - _ W� fill 820 " 3 CONCRETE , ,36 1.00° 8»PV3 SDR 820 NOTE: C8a2 CRADLE �.._ 045% i i REQUIRED 388, .SDR 35 EX. 80 PVC STUB PER 8 "PVC SECTION 1 CONSTRUCTION PLANS. i � _ _ "PVC 409 0.45 SDR 35 815 203 0.45 8 815 L_ � SDR 35 STUB PIPE w /SECTION 2 FOR FUTURE SECTION 3 CONSTRUCTION SECTION 2 CONSTRUCTION SECTION 3 CONSTRUCTION 810 810 NOTE: CONTRACTOR TO VERIFY INVERTS, TC AND PIPE SIZES OF 805 EX. STRUCTURE 1406 PRIOR TO START OF CONSTRUCTION. 805 SANITARY SEWER PROFILE PROJECT NO.: HORZ.: 1 =50 SCALE. ,�_ , _ VER T.. 1 5 ,,, -____` Existing rade 9 New Grade / / / / /// Granular Backfill Z w M 0 U U w 0 w w C.0 U cfi °O 0 O M C�4 W o Cr PIS RY PW CY �i •' OTE ...N \ \\ C ON � ►� IIT It1�1sn DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2008)11 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co I,— C\2 CHECKED BY: kwk SHEET TITLE: Co & PROFILES DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 1 \C401.dwg SHEET NO.: (C40n w Cy-j C>16 z C) 0 z Cz w wE- o CD �M rid � � o U w E- C:) LO co DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk SHEET TITLE: SANITARY SEWER PLAN & PROFILES DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 1 \C401.dwg SHEET NO.: (C40n N OTE: NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS, WATER SERVICE LATERALS, THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS I SANITARY SEWER MAINS, SANITARY SEWER LATERALS UNDER CITY STREETS, APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. 0 REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE DEVIATION FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD Know what's below. THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION ABOVE SUBGRADE PLUS 1' -0" BUT UNDER NO CIRCUMSTANCES SHALL THE COVER TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION F ANY Call before you d, ALONG ANY PART THE PIPE FORM THE FINAL PAVEMENT ELEVATION TO THE TOP 0 O I _ SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILT /RECORD N OF PIPE BE LESS THAN 2.5 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. COVER HEIGHTS FPS OR GREATER AT FULL FLOW CAPACITY I I ( ) SHALL REQUIRE AS -BUILT CERTIFICATION FOR REINFORCED CONCRETE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED: ( � WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR _ IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED r. i u WRITTEN PERMISSION BY THE CITY ENGINEER. TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF I .t CARMEL. vT _ r- I - -- — =. .: — — — — — — — _ — ED O — PREVAIL DRIVE - — ALDERBROOK _ ,� TRAIL ,� — WEST - - CO 1.k F... FOR CONTINUATION _.___..._.._.- x SEE SHEET . EET C602 ql C`d J _ ^ •••••• —.•-_ nu :mmnammn:. .::..m.rEngp: EX. SANITARY SEWER V O o� I O m z r ZIo � I N IO W r co Lo I ~ a[ I co 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM dW i TO APPLICABLE LOCAL AND STATE STANDARDS. V) 1 ,I Q 6" SSD (TYP) I I 6" SSD (TYP) I 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. @I I 1_ M L- - - 1 - - - - -- -- --- 1- - - - - -- - -- - -I - - -- - Z - - I - i — — — — — — — — — — — — — — — — — — — — — — — — — —�— — — — — —� — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� -000 — — — - - R ""— 00 _ - 000 000 L 00 000 000 was was 000 000 �a�— �a� -cis —a>Sa— 000 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL 000 UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. I rTl �— p Sheet Number Description C802 C802 9 11 Bedding Detail — Reinforced Concrete Pipe (RCP) Roll Curb Inlet Detail C802 10 Beehive Inlet Detail C805 r:\5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg Storm Manhole Detail C802 8 Precast Concrete End Section C803 10 RipRap Detail @ End Section C801 2 Subsurface Drain SCALE: 1 "=50' 850 �J STORM SEWER PROFILE PROJECT NO.: 08/01/08 5622.002 Existing Grade New Grade Granular Backfill TPG SHEET TITLE: STORM SEWER PLAN AND PROFILE DRAWING FILES: r:\5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg SHEET NO.: C (6(0)n W cy-) STORM SEWER PLAN SCALE: 1 "=50' 850 __j 850 z O U o w 0 U LU t..;) �co C6 C-,j C/D o t17�N� 0 Z42U C D 845 2 U ) m o�» 00 845 W N Cn N F- I - -- = X X X W Ld W W 1-N W W Z 840 tf� 00 � X co r7 r7 W °��00 NCV� W (/� Z �� W r- � �� = 00 W N W �� W 0- Z_ W z - �� CD �� 1\ C N 840 cNn r7 00 CO f--- W O r7 m N O_C__j co � -cn j� cD co f_ Z O r��N r7 o0� �co= r'�N00 F — CDC Z _ r W N _ W r7 W �c.0 cD r7 000 �ZZZ oDZO p�Ujj m P-) OL0Lrioo mQNONO � 00 p-_ cn l—z �U» �I—zZ Lo �r— r�� ON c0 co 835 � —_ -- ------- _1____ � »> ��zz 835 ____ _ — 830 < < NOTE: CONTRACTOR TO VERIFY �' — — — - - - - - — — - - - - - - - - — -- 83.0 — 1NVOM, TC SAND- PIPE-SIZES --OF — _ . EX. STRUCTURE #621 PRIOR TO i START OF CONSTRUCTION. 30' i i 12 "RC 825 i i i (� V 132, 1.58% 0.39 12 "RCP 825 _ _ _ _ --4000 "RCP .25 ,BRCS T 238' 0.35% 21 24 "RCP 117 0.18% 24 RCP L J 328' 0.18% 820 sea U CO 815 _ co 815 X W � z 810 810 STORM SEWER PROFILE SCALE: > VERT.: 1 =5 Z w 0 U V W a W co W U U O Cn °O O� (n \ W P RY P� y �TE • ``� C N y� DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 08/01/08 5622.002 Existing Grade New Grade Granular Backfill SCALE: > VERT.: 1 =5 Z w 0 U V W a W co W U U O Cn °O O� (n \ W P RY P� y �TE • ``� C N y� DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co z1_ C\2 CHECKED BY: kwk TPG SHEET TITLE: STORM SEWER PLAN AND PROFILE DRAWING FILES: r:\5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg SHEET NO.: C (6(0)n W cy-) CD 0 C\ z O U o w 0 U E­4Q C/D o w 0 DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STORM SEWER PLAN AND PROFILE DRAWING FILES: r:\5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg SHEET NO.: C (6(0)n vi z w M 0 C-) U W I M W V) W U U O Z� o M W P RY P CY "' *� a rE FC vr,AIAI .............. " C � ON �A4 . DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORA11ON Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co CHECKED BY: kwk TPG SHEET TITLE: STORM SEWER PLAN. AND PROFILE DRAWING FILES: r: \5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg SHEET NO.: (C CD(a w c� C) 0 � z z O CD CQ w w � � w� w � w �Q o w E- C:) Lo cc DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STORM SEWER PLAN. AND PROFILE DRAWING FILES: r: \5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg SHEET NO.: (C CD(a NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS, WATER SERVICE LATERALS, SANITARY SEWER MAINS, SANITARY SEWER LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE SUBGRADE) PLUS 1' -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FORM THE FINAL PAVEMENT ELEVATION TO THE TOP OF PIPE BE LESS THAN 2.5 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. COVER HEIGHTS FOR REINFORCED CONCRETE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY: CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER. NOTE: THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATION FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. N.P. ELEV = 817: T.B. ELEV. = 824. TTOM ELEV. = 80 . YR ELEV. = 8 T ADJ. GRADE - I I SHIT. FLOOR J 1 rr: F.•".f J, f' r y y,r'� r, - ....................— —_ .. _.__ 1 I k � ' � I I i I ............ 667 ,� a ; ' X ''CD .,;'` r4 O I i O j i � ' ; 11 Cl_ � ®»�q �,.,�...� r.�'- 1 I r I i 'P ��1 77-1 _ p g I 4x I ' fl i i 3 i i j i j .•,:�kry ° 'aa I ? 13 I r :b M b :l d "@ �d i ......r......... —.. , 1 Cy A i 11a I oI O; IV O n ..._....... � ...... . _... I " I r �� ffff kII I tii iii � I �G� I CA LP4 00 __.._... . ......... .................................. .............. ......... 4 : , I� A � tit ,•`y `- .. �"' w � .. _ � �; .� r rf ; ' ..... ................................ ............................... C806 q L I _ 4 - - - — — — — _ A _.: b� flm fl. hfl aflA u €' a €' a { J S TORM SEWER PLAN i�ivn n��u►<v wvwn. Call before you dig. �1 i 9 — ��� c .— Sheet Dal umber Description C802 C802 9 11 Bedding Detail — Reinforced Concrete Pipe (RCP) Roll Curb Inlet Detail C802 10 Beehive Inlet Detail C805 r:\5k\5622\002\dwgs\Section 2 \C601— C605.dwg Storm Manhole Detail C802 8 Precast Concrete End Section C803 10 RipRap Detail ® End Section C801 2 Subsurface Drain zz a 0 SCALE: 1 " =50' 845 Existing Grade New Grade Granular Backfill CZ) r- C12 CHECKED BY: kwk TPG SHEET TITLE: 845 PLAN. AND PROFILE DRAWING FILES: r:\5k\5622\002\dwgs\Section 2 \C601— C605.dwg _ _ _ >, — z U1 U zz a 0 Q � a w Q co CV CV co H Q Q � 840 � o C", °°z° 840 w E- C) Lo Co cD Cn� -- W z W W J — W W .� z �, � z z CO= 835 = O W �j W ` i � m O co m co � C nj Z � �j >zJ � 835 M CV O W U U CV • CV W _ In ONp� CO CO W ^W CD cD C6 ON�flO CO co �f� r"7 CV CO 000 ��_ > � �U> 000 00 CD �U>> co CD Z CD C.0 Ii__ �� CV W 00M \�� (/��Z (�f-zZ ofU >> ~ 830 �� .� m��[K7 �� ��00 Lo W W �'�— 830 / CV Z _z: _�� OC>0 of CII�ZZ >: 1— Cn Cn _ , wLn �z 825 '�� 825 Zz -_ Z - POND #1 59' N.P.- 821.00 400' 0.92% ' � , 30' , 124' 0.40 0.33% 22 1.83q 12 RCP 12 "RCP 820_ 820 — •40� ..—. R _ _ _._....__ __ ___ ._ -____ _ __- .._.N.P._- 817.50 12 "RCP 90' 2.4;7Z 18" MIN. 12 "RCP — 8 15 815 ME co a- C5 CV 7 � d 00 00 00 z 810 z 810 STORM SEWER PROFILE H OR Z.: 1"=50) SCALE:- » _ VE R T.. 1 - 5 Z W 0 U U W IL 0 W V) W U U °O zC> O M V) w ° ni P i ,RY P Y - AP,P 0 �\ C aw, �� ON If IIt111�� DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Grade New Grade Granular Backfill H OR Z.: 1"=50) SCALE:- » _ VE R T.. 1 - 5 Z W 0 U U W IL 0 W V) W U U °O zC> O M V) w ° ni P i ,RY P Y - AP,P 0 �\ C aw, �� ON If IIt111�� DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO_: 08/01/08 5622.002 CZ) r- C12 CHECKED BY: kwk TPG SHEET TITLE: CD PLAN. AND PROFILE DRAWING FILES: r:\5k\5622\002\dwgs\Section 2 \C601— C605.dwg SHEET NO.: z W Co U1 U zz a 0 z a w W co H Q w � � � o w E- C) Lo Co cD DATE: PROJECT NO_: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STORM SEWER PLAN. AND PROFILE DRAWING FILES: r:\5k\5622\002\dwgs\Section 2 \C601— C605.dwg SHEET NO.: (C (5(0)4 cn o M >-�mmm � l �m� r M I G7 rT Fn << z CD D « II II ` m I I 11 CO OO II I OOO :� IV W— =::53k 11 II 835 II 825 I . I _POND__ #2 N.P.- 817.50 -h 6' SSD (TYP) ---- - -L - -- — ------ 1-- - - - - -- -- —1 - -- - - -- --- - - -1 -- 000� 3So� oo "� o�� 000 �� 03" W Z (/) W if ) m CD �r�) 1.f7 co C.D N z co z o O W Cn F--:ZZ ,n W Z �CD Z � W 00 toZ ____ —_-- �-- — — — — — — — NOTE: THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATION FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS— BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS —BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS —BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. PREVAIL DRIVE EAST N OTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS, WATER SERVICE LATERALS, SANITARY SEWER MAINS, SANITARY SEWER LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE SUBGRADE) PLUS 1' -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FORM THE FINAL PAVEMENT ELEVATION TO THE TOP OF PIPE BE LESS THAN 2.5 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. COVER HEIGHTS FOR REINFORCED CONCRETE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER. 000 000 000 CO O n 6 C806 -� -� CA - - -- — 1 - - - - -- — - - -L— - - - -- - - - - -- 1 - - - -- — — — — — — - _L — o00 000= 000 �� O 00 000 - - STORM SEWER PLAN .0 - �� wrr ■n �u� v rvvw n. Call before you dig. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. SCALE: 1 " =50' iii W ` �~ �— 0 cif Sheet Number Description C802 C802 9 11 Bedding Detail — Reinforced Concrete Pipe (RCP) Roll Curb Inlet Detail C802 10 Beehive Inlet Detail C805 r: \5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg Storm Manhole Detail C802 8 Precast Concrete End Section C803 10 RipRap Detail ® End Section C801 2 Subsurface Drain z a O SCALE: 1 " =50' iii W Existing Grade New Grade z � W CHECKED BY: M Of N SHEET TITLE: U O _ N N N co 840 r: \5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg oozCD z w co — C:6 z a O z �z �24z Q' F_- CU > > z o � C'� Q DO N N Q E—I w N 00 Q °°� Q Z Z U W 835 _..-_ W W� C'14 Z Q _ 1� r Z _ D — III CO _j � Z Ln Z Wj �� U-) V) I— p7 � � C", N N Ld (w , W W Z V) W W C(7 (.DOj 0~ 0 WN p _ Ln mom- L�00� X00 2 w ma�� In ter` mc) Q �M co � 00 CD zz CO oo 830 co - N ZO co U -) C'4 N...Z.� cy- U �U» co CD �U» C/OZ Ln I-:ZZ 0.20% Q.18% 18 „RCP 112' 0.23% 15 "RCP 18 "RCP 400 300' STORM SEWER PROFILE 0.23% 15„RCP 1Q. =1112111101111 30' 0.33% 12'R�P 12 "RCP 29' _ 18" MIN._... — 3.03% 12 "RCP U N Z a- I N > N 00 z �L_Lj N 00 Z 22' 3.15% 12 "RCP SCALE.- HORZ.: »_ VER T.: 1"=5' 5 825 II M 0 " I 815 II Z w M CD U U of W 0 W w Of U U z° o� >� W of P y .0 i "RY P4} y C /1 WN DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP_ (2008) Schnei*der THE SCHNEIDER CORPORA110N Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Grade New Grade Granular Backfill 22' 3.15% 12 "RCP SCALE.- HORZ.: »_ VER T.: 1"=5' 5 825 II M 0 " I 815 II Z w M CD U U of W 0 W w Of U U z° o� >� W of P y .0 i "RY P4} y C /1 WN DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP_ (2008) Schnei*der THE SCHNEIDER CORPORA110N Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO_: 08/01/08 5622.002 co C\2 CHECKED BY: kwk TPG SHEET TITLE: STORM SEWER PLAN AND PROFILE DRAWING FILES: r: \5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg SHEET NO.: z w co C:6 z a O z �z �24z z o N Q E—I w V 1 V 1 w E- C:) LO cc III CO _j DATE: PROJECT NO_: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STORM SEWER PLAN AND PROFILE DRAWING FILES: r: \5k \5622 \002 \dwgs \Section 2 \C601— C605.dwg SHEET NO.: (C(6(05 j I i ? 7 m..• y #I I i ' " i if I j i f ! .; 8 H k Ik I ` : a > f € tti ''' k 3 ' s� [ : € _ _ - jpi : 5 I 1 { P ki 4AFCHFFe i i I F? 9 u i € I w Ji j 1 i I i : ! 1 ! € i ?i € f{ i ... ?:I i , . ? is I' r £ :kc::} .ttf ?H +£[ u:u:: , s:d:ait mmm, usami :rmun manna; g, 5 i :L: , bb 7 i il i 3 e i , li i 1 • : ti ,i : . TEXT STING STAF ' a 3 F:t:il i. € i ORD €; : �i . i 1 I 1 0 1 {: ; 1 4! * W) � a: , £: I I I € SECTION 1 { i » • 1. fii t i ` j € :p i . I :: € € i I „€ :r € is -.----. ____ __ 1101:111­111] .:?!.:. d. i ku € BM - The vertical location data shown n h' f f i' H _ I o this survey are based upon a positional � , } 1 , i€ EXISTING TREE FARM ::.... ...............r.F 'i' .•l u", = j I solution derived from Global Positionin S tem Know what s belo __ __ - .ti 1 : ..J GP I f « �- �: i` a :..�..j i ' g System ( S) observations processed by • _.. . H , ;;. , i ! 1€ G ': i li: National Geodetic Survey (NGS} utilizing their Online Positioning User Service (OPUS) 1 !,Ei tr f € : :. Call before ,1 €. : :, rk i I „ , h I , software. Unless otherwise noted elevations shown h you dig. Lei•: :i - •{} r f� rf I I , ti € o hereon are based upon sold -m,• f { # . _...... .W «.. ,.r....... :..... :mmm..an,, : :n�m m :m : :�.mna,,. :mnamm man ,am a :�m :n.,.. n m, n,:.- f irr' k h American Vertical M.-- � I H:.,u :; '`` j ': Datum (NAVD88} It - - solution and are on the 1988 North n• - � do �..,,:.r,r,,,,,..,,.,.:.r... 11:.:.... r ........... ..... :..,r,.r..r,......,...._.. P. - _ ___. e uncertainty ce rt a i n y i n _ .._ „ 1W.,. .: :r the elevation project �H a am : r: on of the m ma: �rr .......... ........r.rr.. :....r.. :.....,., : r. r.. r.., ..,r.,...,r.• :.r......r........ 't q: pr t benchmark does c .. ,. -- -- --•r ._ ._._.. ^_.... :.i........q.;;ic : :£ :: :ups »r u.. _; ; n J .E. _._.. ....- .._.......- ..- ......- _.....a.a. :..i{ _-„. .,,r..rrr..r......n..,..,.,.,.. _ ...., ...... �i».r -• :: e - '�� I 1 Is my opinion a :t .. .,....:............:...., - �-- I I a ,r - -.i » .t % :: : :::::. w ! . I not exceed 0.10 foot. Fm 4t : :� ? :ii ?i? : :a�E i ... I ;. (tif E } : :i,j ,� I i Er E W ELEVATION 840.717 <C # 00> (AVD 198 8) µ: ff : f ..,.!1; " ' �J . �• f :t .W.n...... L' nnnnn ........ ..........rr.r,r,., :r..,r., :r,• L .-.._ _ .:.p 4 »Sl .Y ... ............................... .: I. ._..... I(E I Y..y is C TBM 1 - Top of concrete monument, flush right-of-way marker at the northeast s I r i'€ i r' :.. :k 1i . r:i: : :: � I ! g y tit . ....,.r..:,..r................1 r.... ...r ..................r.......- ._.-.. -T.nu: iini?.........I ., r..,..rr. rr..r....r .r.rrr.r.,r.,,.di:rr..,..•,.rr. ,rr.r:...,.,.,... ..- .€.. -.... ......._.. -....... _ i _ ,dn a , _ it ; corner of the :Ht .. r.,... r .............................. .,-� ..f4.» - _� , i H I EX. (.._»,,..rr.... ........W,.�.W...____...___._._ _nn n,:,...........u,....� w orn r e s•ub ject tract. r.. -. _1111111-11.1 . ...I.,...r,,,,..,..,r.r....r.__ ___ ___ - _«_« _« _- .,« L.R. ^ ' 4.. i r 8 VALVE _ - - ; p if, ",. i ELEVATION = 836. 8 it I : I, $ €€ =g -4 .t•• [ f '-L +, it I !:: t int .......... mnmmrHm- mmtm i. u : : :: •:!4 .,.... »....... ....................:..•.. ' " "...n.:r:u.:....... .•...•• m.tmix 3i: i f}NHfi.:+tit•iN + ek :etr.Mif : tshf:•nt' ittic!iY Y+tt:::F?Fttr.:iFafRA: • n'• k ,� { I ; �, "' .:;.: - « . - ••. '. "' {: ' i F{ on the east side of power pole 197353 along the - »•. ii.: n. f4F :iii:M•FNFi:;i•• :c { : : :ii : : : :4 't i€ t r! i a� P gg .......;.m•n : : :1: :,pp,: I }mpg:: {::x € .::....... f11:;,a. i i : :: .iii' ....I'- .__ nal se oot up dim_ : :...::..::..:: west property ert line of the s P I{j £'iiii'E :» ».: na:•.:maau::n::' ij :a : ;. : :: �.w.ww :i'i?!�.... :: ::::::::. r I :.;- i;.:i;::i{ - r subject tract, 72 feet south of the centerline of .... �,......�.....: y 1e i a....,... ............ ..... :: ........: ::::::::: ::::::::::::::':.. i- �n .. :re.:r.. : ::: :-- ww,www,wi - : : :: P P tt�� .................... .................... i................., . :: : : ::: :..: :.:: :. : :• : : : : :' !.: �rrnY. -::.. 1 N I a ............. .........: .................., - +rrrwrr. : : :u _ .... . ...1....3. .:::::::::::::::::: u :::::::::::::::::: ..... .... ---- ,wwwwiww. : : :.. ......... t ... ............... ..:. .............. .................... ................... ...;....... _......., ..... ....: ....i.in.F.nFrn ................._ : ::n :.:....... ......:.. : : : : :.... : : : : :: EX. L..I :. ^.aaa :a I 8 x6 R _...., ..... �i........ : : :...... L 111 .n .... h.n REDUCER ka.,.n.._...,., _............ ......... ..:::::: ueensb r h ::::::: !:::. Q o ou Driv • u :rrnen „hm. F. :? :nm :u:i :n!s r.::ru::::::::n:7 '» �� : : : : :i£i ?!i : :gii =i ? : : :: : : :. : : : : : : :: 1::::: ::::::E: ?!I :;::::::::::::::::: Drive stn street. . ::::......... b u' n,......_.._...i L..i:::::::::::::L' l::t::i::tit .. n..:.. ,a : : : : : : :: nnnr : : : : : :: : : ::::: ,i Ftc,a : :; : : : :; :; :t I- : ::: _ :nn. ELEVATION = 837.35 :::::::::::. tt:::::::::.::::::::. :::•.. I :: OVE 1. :::::G a .:::::::::::::.. ...r I _ -- 4 - {{ _ .... P. y: ;. :, uui , :,amnn.- ,man :mnLmau .maa :;y iz3{ .:...,,,n„ : :mn m :mmmn,m„ , TB all set S inches u on the north i I I � I --- : ;ttm :a:a.•= "' M 3 Mag n side of power pole 197355 .+, •. •••• R uuu. uukelH»MM• +ki.ifMe::na[:m, : :em. n : �nnn,� ? : :!' : :. :��n «K , :,m,, :m m ma :.nn :.._ �-::ir.' P P P # SLIMED NORT ._., NOTE: 1 -. a _ .,.,: 'Y,r'�` ~T•a�'t"=9,. .. :;.a southwest of the existing house. ipipir :: I E _ I f' `� I f i riuH'i; 5,i:n.. LEVATION 834.18 » - I SCALE* 1 - r . ».. :attt} : :;.a: :: •Immmi:afiidtdi :iFff?•'{fg?tntraut :. ritN: :.fffW!!nFPt+ p ..... RELOCATE EX .i ..:. 8 FOR WATERMAIN DETAILS I 'b- £4 I t' ;. :. J' i r FIRE HYDRANT �E t `} €k . La: T E I - '3 .rL 1. I f j : ;:; ; ;�•:. . f SEE SHEET a ?_ _ r C 7 0 3. :I.; } }'' qi } q„u::! E .n::!!::; L ... :::::::::: I I 1 x I FIRE HYDRANT �F i a _.a.... 1 ,:::::n :: if ' ii y"" -Y - ki F-,'•4 f if 14`y ' .if / Z fi ri` Ln If ti r - r r i m W C!) frt f 0 _.." i �� '% mot; J a :R: W n - ".�. 0L (D- U C7 Z e l F �__ { �r i u X W £ i I I 1. 1 If I t � ,I. 1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE, UNLESS NOTED OTHERWISE AND HAVE A MINIMUM COVER OF 48 ". 2. EACH HYDRANT VALVE SHALL BE: CONNECTED TO THE TEE AT THE WATERMAIN WITH ALL - THREAD. 3. POST -CAPS OR BOX LOCKS ARE REQUIRED ON ALL GATE VALVE INSTALLATIONS. POST -CAPS AND BOX LOCKS SHALL NOT BE USED ON BUTTERFLY VALVES. 4. NO WATER VALVES WILL BE PERMITTED BETWEEN THE CURBS. 5. FULL DEPTH GRANULAR BACKFILL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. SEE "TYPICAL WATERMAIN INSTALLATION" DETAIL ON WATER DISTRIBUTION DETAIL SHEET. 6. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. REFLLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 6' PIECE OF PVC PIPE, TERMINATE 8' BEHIND SIDEWALK, AND INSTALLED A MINIMUM OF 10' FROM SANITARY SEWERS. 9. ONLY MUELLER HYDRANTS WILL BE INSTALLED. CASTING SHALL BE MUELLER MODEL 290220. CAP SHALL BE MUELLER MODEL 290221. 10. "THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS" EXCEPT CURB INLETS. 11 ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 12. ALL WORK SHALL BE IN THE BEST PRACTICES OF THE WATER UTILITY INDUSTRY AND THE AMERICAN WATER WORKS ASSOCIATION, AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. 13. ANY DAMAGE DONE TO THE CITY OF CARMEL WATER UTILITY'S SYSTEM BY THE CONTRACTOR /DEVELOPER OF HIS AFFILIATES SHALL IMMEDIATELY BE REPAIRED, TO THE SATISFACTION AND DIRECTION OF THE CITY OF CARMEL WATER UTILITY BY THE CONTRACTOR /DEVELOPER AT HIS OWN EXPENSE. ' 1 14. SHOULD THE CONTRACTOR /DEVELOPER PROPOSE TO DEPART FROM THE SPECIFICATIONS CONTAINED HEREIN, HE SHALL SUBMIT SAMPLES AND/OR SPECIFICATIONS OF SUCH ALTERNATIVES TO THE CITY OF CARMEL WATER UTILITY BEFORE PROCEEDING. . 15. NO WORK SHALL BE PERFORMED UNDER CONDITIONS WHICH IN THE OPINION OF THE CITY OF CARMEL WATER UTILITY WOULD ADVERSELY AFFECT THE QUALITY OF THE FINISHED JOB. 16. THE CONTRACTOR /DEVELOPER SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH THE PRESENT OPERATION OF THE EXISTING CITY OF CARMEL WATER UTILITY'S WATER /SANITARY SEWER SYSTEM. IF ANY WORK INTERFERENCE IS ENCOUNTERED BETWEEN THE CITY OF CARMEL WATER UTILITY AND THE CONTRACTOR /DEVELOPER, THE CITY OF CARMEL WATER UTILITY WILL RECEIVE PRIORITY IN SCHEDULING. I ImmA, u"11`�11�� 0 NEW SANITARY SEWER n ' ii mnnnnmmmmmmwmmmm :ii:nmmmmmnantmmmt {i:a, EXIS TING SANITARY SEWER - - -a- - - NEW STORM SEWER 'i!n, :?f>#a?+a+aF!• •r?F?ttfF:Fxmfx: •?F?FF? ?kEE : :iEFFRNF af?F?:?sf?nFFF?tti�. .m??f:?Fatta?tti EXISTING STORM SEWER tlfinttNMMMNtiifi t atiM4Hiii.ilie ily T;; :(l, dnn iniimif ?int-t!fnttikNitimfitititfit € in EXISTING WATER MAIN 0 41 W NEW WATER MAIN WITH VALVE ; I AND 1" SERVICE LINE TO EACH LOT 010D NEW FIRE HYDRANT ASSEMBLY W /6" GATE VALVE AND TEE m m~dd m.� m, m. d and :�.,,fmwdx dmmfL•ddtuti FIRE HYDRANT MARKER I __ 1_Yu `s 1;i; .. 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I I i t i IA r /�■ GWP w Vi Z W C C) U W 0 W Cn w U U in & i °O 0 oN � o L(d�/ `-" L1� T P 111 0 P 1b * * 'I y ..... i ~ 0 r l i = = U * P - 1 I...,4.4 N I N C ll Il ! I 1 s 0 DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT 11iE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schn�- �;c•��r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Arch itectu re Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering :T NO.: )622.002 .D BY: TPG DN PLAN \C701- C702.dwg C\2 cc z w 010D 0­4 C�) a 0 i a' C\ _<� Z 0L., �� C21 �� �_� ^ F-I . ,2 C/Q _<:4 0­4 z 0 --- I � o° c\2 (D (:D :1� Q4 Q4 �D M h--�i &--q rZ4 R� -0� Co..,) = N a4 Q &--q . �T� :2� TC/:) O w a w F 0 co :T NO.: )622.002 .D BY: TPG DN PLAN \C701- C702.dwg O �- W Os Cam; zrF (F V /X t W BIB — The vertical location data shown on this survey are based upon a positional Know What's below solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) Call before you dig. software. Unless otherwise noted, elevations shown hereon 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. I ELEVATION = 840.717 <CP #100> (NAVD 1988) TBM 1 — Top of concrete monument, flush right —of —way marker at the northeast -_ corner of the subject tract. ELEVATION = 836.58 TBM 2 — Mag nail set 1 foot up on the east side of power pole #197353 along the west property line of the subject tract, 72 feet south of the centerline of Queensborough Drive stub street. ELEVATION = 837.35 ASSUMED NORTH NOTE: TBM 3 — Mag nail set 8 inches up on the north side of power pole #197355, SALE. "_ 50� Southwest of the existing house. FOR WATERMAIN DETAILS ELEVATION = 834.18 SEE SHEET 0703. 1.1 < �l M I NO, l�� NEW SANITARY SEWER EXISTING SANITARY SEWER --♦ — NEW STORM SEWER EXISTING STORM SEWER -- - --- - EXISTING WATER MAIN — W NEW WATER MAIN WITH VALVE AND 1" SERVICE LINE TO EACH LOT NEW FIRE HYDRANT ASSEMBLY W /6" GATE VALVE AND TEE FIRE HYDRANT MARKER Nyl� 1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE, UNLESS NOTED OTHERWISE AND HAVE A MINIMUM COVER OF 48 ". 2. EACH HYDRANT VALVE SHALL BE CONNECTED TO THE TEE AT THE WATERMAIN WITH ALL — THREAD. 3. POSI —CAPS OR BOX LOCKS ARE REQUIRED ON ALL GATE VALVE INSTALLATIONS. POSI —CAPS AND BOX LOCKS SHALL NOT BE USED ON BUTTERFLY VALVES. 4. NO WATER VALVES WILL BE PERMITTED BETWEEN THE CURBS. 5. FULL DEPTH GRANULAR BACKFILL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. SEE "TYPICAL WATERMAIN INSTALLATION" DETAIL ON WATER DISTRIBUTION DETAIL SHEET. 6. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 6' PIECE OF PVC PIPE, TERMINATE 8' BEHIND SIDEWALK, AND INSTALLED A MINIMUM OF 10' FROM SANITARY SEWERS. 9. ONLY MUELLER HYDRANTS WILL BE INSTALLED. CASTING SHALL BE MUELLER MODEL 290220. CAP SHALL BE MUELLER MODEL 290221. 10. "THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS" EXCEPT CURB INLETS. 11. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 12. ALL WORK SHALL BE IN THE BEST PRACTICES OF THE WATER UTILITY INDUSTRY AND THE AMERICAN WATER WORKS ASSOCIATION, AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. 13. ANY DAMAGE DONE TO THE CITY OF CARMEL WATER UTILITY'S SYSTEM BY THE CONTRACTOR /DEVELOPER OF HIS AFFILIATES SHALL IMMEDIATELY BE REPAIRED, TO THE SATISFACTION AND DIRECTION OF THE CITY OF CARMEL WATER UTILITY BY THE CONTRACTOR /DEVELOPER AT HIS OWN EXPENSE. 14. SHOULD THE CONTRACTOR /DEVELOPER PROPOSE TO DEPART FROM THE SPECIFICATIONS CONTAINED HEREIN, HE SHALL SUBMIT SAMPLES AND /OR SPECIFICATIONS OF SUCH ALTERNATIVES TO THE CITY OF CARMEL WATER UTILITY BEFORE PROCEEDING. 15. NO WORK SHALL BE PERFORMED UNDER CONDITIONS WHICH IN THE OPINION CF THE CITY OF CARMEL WATER UTILITY WOULD ADVERSELY AFFECT THE QUALITY OF THE FINISHED JOB. 16. THE CONTRACTOR /DEVELOPER SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH THE PRESENT OPERATION OF THE EXISTING CITY OF CARMEL WATER UTILITY'S WATER /SANITARY SEWER SYSTEM. IF ANY WORK INTERFERENCE IS ENCOUNTERED BETWEEN THE CITY OF CARMEL WATER UTILITY AND THE CONTRACTOR /DEVELOPER, THE CITY OF CARMEL WATER UTILITY WILL RECEIVE PRIORITY IN SCHEDULING. z w M M 0 U U Q w 0- F1 V) orf 5 w U U 0 �co zCD CD PO w C N u ..- �A4o144 Pooe�A DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL_ PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co Z_ CHECKED BY: kwk TPG SHEET TITLE: WATER DISTRIBUTION PLAN co SHEET NO.: (C7(02 Z Z 0 a z A--F z z z O o cat W 0 oQ w HQ w � � � o 0 DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: R:\5k\5622\002\dwgs\Section 1 \C701— C702.dwg SHEET NO.: (C7(02 MINIMHM a 1-"i I-"% I r- a ��..�- - a- I I . O.D. + 1'-O" � . ; I WATER MAINS city;011 Carma I . � : ; - ; om III, 3 F, h4ete r ipi t a n d S e T-vii c e Ll ne S ped f ii c a tion-MP : � . - 4"' aa,n d 1" File tar SO . I 1 . Id q A � . I Approv�& Material L'lst 195 ... Sa.t. 0-3.10 7 .... � .......... ..... ..... .. - .. .... .- �....... �.,...... I ��..-.-.....,.... I .... . . !.-.-.-�-...-.,................. _­­1 � ... ....'............­­1 ... .. .... ... ... � .........'... ....... ......­­.,............, .... �........ �...... � I....... .. � I ..... ........ I....., ..­ . ­.. �... I .... .. � .. . ... .... I... .. �'�' ­� ... � � I � , .. ..... . . 1. SCOPE OF WORK: ....�. .-...::: .'.'..-........::........"................�.....�.....,........ ­:-:�::;,:::,- ." , , , - ­ - - .,. ,,- - -, - -, *.,. , , - `-, -:-:-;-.:.:.: : : :.�: ; ; : `., , ". , .- , , " - , , , - -"-' * , '. - - - - " - - - * - - - ­ I �.. I ­..'...... ...........P.. ­...,..­...-.-.,.:.,.-­ .......... -...... ......­.-.­"-.-.­.-.-. �........-............,....,..-.-,....�. ............... - -.�...�.- ......'. .­� ... ...... . ���'.........".....,..,.,......:,..".�.,.....,.........:.......-..-..........-................,.,.., .......­-..'........... ,.­.- ....- .".- ...-....:...-...........-..�,�..*�!�:: "" " . .....'.. �.::.:.:::-:.:.:.:.:::.::.,.,............"..... ...... .,...�­­.... ..'.......... � .... ...........'....... ­ ­..,...­.�. � �..­ � I.- �. 1. .... 4- I I.. I .. .. ... 1. '.­­.... .- 1.�......... ........- ­.. I.. ­.. .... ...... I I I .... . .... ... I ... ... ... I-. ..... .... I.. :.''.. � I... I... I. ­ ­ � .. . ..., .1.­1.­.­­ ... I.I..- 1: :... .. ­. : � � �.. � ... :­_411.1 1. �__ .... _ _ �.... � I �: I-. ­­­ . ­. _ I.- .....­. �..... .. I 1. 1. ­ .......- - . 1. .. .: � I ... � �.. .. ___ ____ ..... -.1 ....... ­......� ....­­............ ­......� ..... I...�.�.�.I......,...............,...��.".......- ... - .... . . �..........:.......��....,........: ..... ... . :..,.....:...............:...�-..,..,.,....� �,....,­.....­-... �'....,..........�..'�'..�.,...... _.... �..... ... .... I-, ".........,.,.......,......,.". I ­.. ..... I........ - ..... �"-. .................. ...'....... . , , 1�// -,��,/ .1. . . . , 5�1.1r!,;, -P -"-I .141 t vs'� ,� /,� !iF .. .. .. ,if- ,`, M - , ,�� - 19. M, toF . r T . Moro /I ��"K/X,��,/, ftN # Dt � - pil ath M, I X\ � ! ... � ....................... � ........... %�e '\'\; . A I � ..... � .......... ­ ........ I ...... \ ..... . ­11, .. . ...... I _.1 ''...".., ...... ..... ­­ I �.. ­ . . . , * o A. The work required under this section includes all cold water distribution lines, valves, Final Backfill .1 I I /0 , .,o , �; :e��I- I Xl,��/ -1 &t1at;ff�-fA:RJT:C0veu Fr_T,,g:d f�'�;',Ilt I F w d .X:42 - 1 /I Z .N,�/ , I . F : . h "I , , ��*Iq;-ei7n t.� I '��!;�.:'�4r . :: ­1 a - i; UN - hydrants, and related items including excavating and backfilling necessary to complete Final backfill for water mains and water service laterals under �\,/�/�/ . vAth h:91:9 for tauch read T!PT -al, Ei I , "'4�'. . . . ,I:_, I / /, -</ '. ; _ � . . .... � .... .. . I - ,(. lh -0 -:j IJ - -` Nil 4 ": I F; y XNV ' P1. '. k.4 I .� 4 914 - Uq :( P 1 U g ca. n be c,� ,W3 *T !P 11-.4- .1. " * ,, ­1% wli. 0 L-4 - .�X and within 5-feet of pavement shall be B-Borrow for Structure �/\ >,/ . ­ � ; S ic I A! ... . the work shown on the drawings. The ends of water service lines shall be tightly /N /X .. ,�y / �_ !� ;�, �,. i- ! I ... , i� .1 ; 4 ': , i �4. ."r.;;, C:) I I"! wnl.l 4.1;4, /. � X .A.'N.". N �_) F 4 1, Bockfill meeting the material requirements of the INDOT and N ,� ; LLJ ...... .1. _ ­...­......... '.-.'..::�'.-......................... ..'--. ...4... ­.-� ...........,...........-.-...�..... . .�­.� .. ... ... 1%.. �..._.... .... ,... '....... ­......�, � '.,..........�........�,.�...... ....--l..... ..... . . . �............. �...��.............,.,..........�--.�� I I....... � . ... .... ��.4 I.......... W-­ I - ......, ,.... ....... ..... ..... ­.......". ��.­. ­ I ... � ... I... � .... .. . . . ... .... .... .... ... ... I . ... ... ­­ .... � ­­ I .... ­­­ ­1 .. .1 ­ - ... � .... .... ..... .... .. ­ . . . .... .... ­1 - .. ­ . . . '' . . � .11 . ,:�: ::X:11 ,. .. � . .... �.. 1. � ...... .. .... � .... ... ... I ...... .... .. I., ...... I .... .. .. � ... � � ... .... . �.. I .... .. �. I .. .... I ..... .. � .... .... . .. ... .... I.. ... . � ... ... . .... . � . .. I . ..... ... I ... .. ... .. I .... . plugged or capped at the terminal points pending the connecting to all such lines �\/ � >;/ ­..... I .......... �� ! .­.: .- ­­.�. :....­... ::� ­. .- ......? - .: ... ­­. ­ ....... ­ � :!­ �4 .... ::. � ..... 1. � - ­ - ... .... . , � �!!­ , � . _ 1. ­ ...... . ... . . � ! ! :. � 1: ::� �: -1 �:: -­'. � .........­ ........ ­'. __ �!.. , ''..''.. ­ 1''. ........ I ... I..... ... .....- : 7.. - ...... I., . .: ­ I � � :­­­ � ­ I ­ ­� ,: . :, �. ., - � � 1.�... . . � q. :. .. - . . ... � :.� . � � � :., .. ... . ... . . � ­ � I . I.. . . . .. . . �. � ­ L1_ ­....... ...-I .... ­ .. ....... ­ ..... .... I ..... .... .... .. I 1. I.... ....� ..... . ­.. .... . . ..... . �...... I. - . ­.... , . .. ..... .... ... ... � ..... .. ... I . ..... ...'. _.. ... � ... ..... I...... � 1. ..... ....... . . � .: ... ..... ... .... . .. . . . .... .... .... .... .. � ". � ....­... ...'... . . . . ... :.�."'..",....,.,.�...."�'..I .. .... . . I.... ­­.....­...­... .... -.'.­.1-1..­ - ­:......._ . . .. . ..... ... _ . ... .... , - � .... . .. ..,. I . , � - .:..: ,;::.:.:::. . . - ...'' .... ..... .... .. .......... . ::., ..­... . I I... ..... ­ .... ... .­.......4­.'.....� ­.1.'...­.:­..'.'� ".....'L'..'...,.':.......,..�..�.,..."..,.....,:........."..............,.... .. . _ . . __ I..............,...4. .......... .,...... ­..... .�..­. ­.. ..1.1 : -�.�.­, �..­.- ....... . -'......" , ....... ....."...'.. . , . ... . .... . ... . . .... � .... ­.... . . ... .... .......... ..... ...... -- ­ ..'... .. - . '. . . I... - ... ­ 1. I . ­. shall be compacted in 6-inch maxim-um lifts to not less than Y, *1.1 .... .... .... � .... .... ....... , '' '' L .... .... ..... .... ...... ..... .... �... ... ... .. ­ ..... .. ...... .... .... .. 11 . ......... I— . ...... .. I .... �... . ...'.. ..... .. ­ ­ ... ..... .... .... ­ � . .... . ... ....... ..., _.. .... _.. _ ............. ... I � �N�/_, t...U-J. -0.� lj- of the building piping as specified in the plumbing specifications and architectural N, >;, U �2 Yipk�g F-7�rd`+01 �. e.'_ Ford `.*.J _! ; 95% Standard Proctor Density for the entire depth of the ��\, / V � , L1_J � 11 /. .: : - - �, !. I I 5'4'­`1;1C, I �\,X/ Cl- Tlufu!Wr H541Z,-`711 � . '' . 1. � -) i�. 4iJ llo ulbr H , - I - i�3_ . . drawings. material placed. The backfill for the top 6-inches of the �\�;// U-) . . . � ... . . / I ,A.:',�t` F,1t;!_­'D'tnj11d 1 4. I .,ff..,e'1,,kJ3-dr:1�J1J 14-4 ... .... ... I . ..... � .... .... ... � I .... . ... ... ......... . I ... .... I ... I I. , .. . .­ .... � ..... . . .... .... ..... ... � ..... - . ­1 . .... � ...... .... .. 1. � .... . I ... � ... 1. . ­ � ... ... ... .. . .. . �. ­ I . ­ ..... .. .. .... � .... . . ­ . I I I -::�:; - �.. ­ . . _ ­ . � _ ... .. .. . .... ... I ... � ...... � .. ..... .. _ �, . . ... .. ... "..". . 11 1. - 11 - . ... � ..._ __ ......'.... -.-..�.....,..,..�... 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''.. � ... I ... ... � .... ­ .. ..... I .. .... .... I—— .. ,. . . . , .... . ... .. � � . stringent final backfill requirement, the more stringent / I � ..: - � - 7: �: .: . ; .: � - ­: : . . - �: :. ::.. ­:, :�_ ... - � :. '.:.. �,: :.: ­: . .. .... I.. I., ..... ..... .. ­ ­ ... .... . �. � .. . ,...... . � � . .. . '. .. �. , .. � ­­: . ... .. .. . ... . �.. �.. . . I I I � I I I ''! .. ­ ; / . 1. I .1.. . . . I.. � . . .... . .. I . . .. . i �' .. U � . I � . . ,�J . "41 3 "I D tP. /-\ __­ -4- _., - . / / 4 Hoiw!w4 ,"ide Anale -Chftck F cra d Fji iA9-'­,12 2f *' f rd KA­i: -4-44 requirement shall govern. /:___-,--,--_�-'--'_ - .__ - __ " V/ . I - , o . - - p�- :- ;Lgilfier f-i 1 4*2,4F_*1 - - Y ;f'k U ffin 3 Id 1 "! .. 2-:10. v I Y. - - - - - -.- .,v - . . - - KiR .,7t 11 - " - " - .. - __ � �. , - .. � . I , / .. t. .---- . .1 - ;�, . . .. j., It �: I 0. D. OF - . - __ - - - t : Iii 'I :� 3'e."[.� �J-t 11'JUeJJ=:'. f:i'7,r i"1*7 pk!-�Jl I .. 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'. _.- - % - . ,:z - . ... � ..:.!.!,]_!.:.1. �: .... .... . . , ..... .. 1. ... :::::::.1 -::....:.v " WATERMAIN --- . - . ... �.......... '­.. ..,.....,...........,...,...,.......... ­_.­.__.. * '' , , ` '' " , ", " , ` , "' * " , . ­ - - - .. .. .... .... ­ . . .... I ... ..... .. - - :::-::: .: . I . I ,...­.1..,.'­..... �........ � .... - - ::.:,I:.:.:.:. ,:.::.::.::.::..�.:.:..:,..:,:.: ''.....'.... .... .... ,.... � .. ..... .... .... .. �.. __ � _.... :..".� .. .... .... .. . .... .. � .... .... . .. ­.. . .. ....... " - . . / ... ........:�l'.11-...............�..-"..�:.......�.....,..:.......�.....I .... ... 1. I -:-::-;-:-:-�:-;-:-:.:.:.;...:.:.:.�.:::..::.:.:.::.:.:.:.:.::::.:.:�.-""-, "'.......'....-I... -......��..-,-.-..,-,-,-.-.-,-.. :.-.,.-,-. ..., .-,-. ......, . ..'......."...". . ,-.-. . .... 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SAND BACKFILL REQUIRED : - __ - . -1 . . 2;:0'!hV! 3"i, 49 'd ,.,;'4 .e�, X: 45 ; � ­,...... .......- ...... - .......- '.-�-.'.....­.._......... _..... - .... ....'­........._......'. ..... ­.., w : .... .. I I_... ".........."... -.,...-� ..'..... � ........ ...�..­....., .... .. ,.-. : -.1.1. I ...........'....... . _ ... �........­". ....... ...­�� ...... . . '...:.::.:::::!-: :-:-:-: ::­ .1111, .11, ` - 11 .. �..-.--. .I ........, I .. ..-..I I .. ... . . 4 ............'­ .. ......, � ..... . ..... . .. 1. .1.. ­ . .. 1 ..,_, �.., _ .... . _. . � . I I �., :1 1: -t ... 1. 1-1- e n_:,-. ni I I;:r­ t . . , : 1 l'!43, "IT / ..... I ­ ... .... .-.;.:- �. -. -�. ; ,hvaler: t,i -,�.Jons, : : /. Z .1 ..... . .... .�...... �.'.... � ...... ...... .... I ... I......., ..'..... . _ ........ ­­.'.., .....- ..... ­_ ..­....._.... ­.. .......­­� .. . ... .... I �.... �.. ... � .: J."r,i i. ric (1 1.) t. r 12 cautige): �Fo , j. -� F I I 1. e d .�v�; "i 1. 16'. i I, . I ... , . 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Fir"d-'re I nI ,TX � .i,­ P �,.��. . , )t 0 1 .4 jT1V-[.1 ­e �r.;Li . _ . .. - � : I I . .1 . I I � � . I . . � '" . - �; - :: : , . " . : I irrte!re :;t - - I- ;: 4!,. 1H_ : P. I . . 1.1:: Q : ;PA -W ; . :; 11:1-1:50 CCRIPIIT-n*� T-It - il .4 0.) ... I... -0 C .. I . .. I 1. .. . . . I t. 11 I Fl - L ., 'i !i:Il jfA N . O!i, i!. r, . ; e r;J I t :rl �,444:ij .� :, , . .1 ,,, .. :: i :: � .- : .1L. i i. - . '. . . � .; - ". t , . . - " I I .. Z; ._. I h .: - .,; N - rrx_*tQ I: .. .. � U 1. L., CT ! i i r, .:,�* h -i�'i '' r -`­ � E­X,.��T . - i­ho 4i 1 d. be ti,1*zei, L " rl . � - ,� I .1 .. I` e,?Od . 43ad �o o!rad��, �@- N�--'d ; , I *1 , .* F, 0 "x . ;* t " r e* I kt" � I IJ . . e ��, [u, 11 bt al; intc"�P_,ral P, - e�;: I - r t (.)t OIL I ; .- ZZI .Er i-iyd!draitit a'.. -I 1i [ 1: L[.�� r- hm:�. . .1;1. I - - .. � INSTALLATION � * � -1 ­ . I I . . '� I 11;�; .1 . I I .. . . ..... ..... . ­_.- ­­­_ ._� - , � I .. I- I _0 ,�, . J - . -i 6!" -v '­ . :� �..ippr I fricimif arM i,.:: 1. J.t i fi S, ; USING BRICKS OR CEMENT BLOCKS 15 � 4 ; . ­ r� r� . 1. . 4 . distriobratc�r (1-ci 4, 1 g n � � f �.i d by. -I IT C, 1. - rv.1'rnished b-'v flit"r, T1.-.1,v[1.-F,jf' td.L.I.-rer tv, a T-:t th f. -� [r, zlt�d .1 I, . I I I �, le r -a �.5 e d r7 o re thar � 0,il!hrju� ; .. ov a] -4 1 r - .11: J& -� . I , . �. - I I I :F - rr: I ; . . � � . . . : � : . - R . 1. -.1-IIIIIIMPI-ill. "_­!r!!!r!!­ I..... � .. 1. 11 1. �_I.­!!I!!?!!!?1 'I, - i � : . J r f, S t 4.:R:".. INOT: AN APPROVED PAETHODOF RAISING ANIET : ;P1 1 6 wIl!". 1.111-1 11 LI t F_­11 C 1� t-3 1' I: .; Pvlk�- e 1:1 e r ;ri�ioqJ e 1 290220 flra,r casting an!d .290221 for �,a r . . . ell-N . . a t1a t 0 a, S. '$I*- H I rult lit .1 1, c I C ep. .111m. %__-0 . ­ I .: _ �c - P-1 - .&­ . . .11 r_ 'T , ; T! 17� !11:: i ; . . . . I :; �; . . 1, - -- J ­ . III, . I � - i- Ir I @ I-F - ­- . . . ! I ;� - . ? ! 1 .7! IT ,:: :J ],; r-, � r, r , . - -:1 n n -tu i t: ��_a Fnri � I e, - a t ct r Rirg P e rt # E R I 5,CX or ER�` �-'v : � Jd tl V :,. linter 1':i n f aiinfad it !_:7,.h.CiU;?-- b C G - - i= . ,,,'�.. � hi.:C; u f I :! : . . I .. ; . . � - - - . - . - SET TOP FLUSH WITH FINISHED GRADE , \ I;- ;; .. .. �. . .. .. I . ­ . . ... . ... . ... . _. ; - . .. �. . . ! ; V1 tne�.--,. require compres.sNon fittinigi.s. only,, Uo Pack Joiintus.,Allow:ed (No fiffin g5 �shoufd 4.e made in the meter p [) I . . . . ... . . . . .1 . ­ . 1711TING TO SUIT *-S.e;r �tce h , , I . . - i . ...... ... .. .. . . . . '. - I1 . 11 N. ... . J �-! U; . i: .. � _ i:. I1-3 U. �'; ;; . 1i 0 - - t.n e I C, I ec I �%:, �S. ritc., � : 5� Nir.a_llves: Siltle�7111[ be:re-s1fient -s;'e.�L:11. 4(�-Fte *NIF.111A'e, 'N " Ll C� I I t F 1_1111 � .; � L." L.F i :_, . M. t:_i n r ... n u rt o L.- �­; p i e i".; !!,:I � w .. . . : . :iu C� . I . ;1 .1 .- f. :: go :-,I :%11 Li .1:!: I 1-11 a �w r=; :,2 C 1:3 0 f r. Ll pi ­- (..;. r. f r o I ri iill GtLr7 f ii, .. ... 1: I ... ... .. b, 1!� -� f t. ou't�.-`:1i`1;1:ei rvl�-Aer Pir. ori hiou.-;!@ r-iij F-;.. I ., . �. L . , >/M/WV/\1);/1VZ - . � . . . .. 3 1 1 . � . val%ivs, Khall bc �_!�[ic,n 'rTF111101 ­. . . _ . . - I : I . . I : ; . . : . .W . *Th;er;e shall be no buniied joints or cou 1" Pt poration:st0p On th e WZIterinaiin. i . . : . 7 . . - . I-. �.: I "I ', --d 1`0�r I_-,!:ze�.. civer: .1 2 i 11 I phng,m, exce � for the co; . B Li Ct. C__ 1., afl. ,,, v �oq. 1; v - ie,!; S., I - a 1 .-- b e LI'S el ; E . M. I 9 � 1. - , I . J - .1 . .. . ... . .. �. ­ . . . . I ; L � e installed in a traffic area,, sucl a- -n dr- r siid-evtalk, � . . .0 F. :i 1. a .. : a :1 .1 E . 1110pits�M.Wb .* � �,11 h 10 meviny 0 1 (i - : 'fiF1g_S_'8' S11 " 11 [ * ) Q t' .1-1"011, 'T'Y'l C r IN - i 1. � NOTE: 3 I.. BEMDS & FITTINGS "--- TEE t ADJUSTABLE VALVE BOX . . . . . I � . . . :. .; ! : . , 'i" � � : ­.... I py� I r'.J t ii= . IT . . . : rjt- : ill I r e....; �, �i r! 11 . . ... -1. !!::! . :�el, ... vi I !4 J ... - - 4:- :: .. .. -I f.X1v:F.1. 1, P ..,,,�* + :161. jlll:tiler . I -: .Fs . - I I F,.! , :� _-.4 '.1 - : , n he rrw; 'IF-,. rio thp.. ki . .. .. . - e : . -1. ... L:�! �: 11 I :, . 4.4,;�, e? rr; R n r., 15f :; � J . . . .. . I.A. r ri .- , . I: H . t. r:1 �i�ry �, :i I �,L!, I: .. 414 .J, ril., ::,:-; t n t; , i f.;,:- t :� -! � !t : hi t.f . t. P, : � _.. r. , ! '�;, . . �. .: .. .. . 11 : . . :: . � � . : . . 1 1:7 : _7 701 In ._­ - 0 ! 117i Ir", I ai* Wiwtll 3611its,*11 �S hal 1. b ,t ."!i . 7� NVIC-01,,' -1. e r -i.v d e :�-� i (k N-1 e vr a [a er S .-. AS REQUIRES. ; .14 . s - ... i ,.�.,; I W : .. I: _- ; ­34:1-,iat tar, A �i_r!AXOXJ tc., !1 �* IS. M�El 11 t I k it .a.s"Pc.,:,,,.. �9-ft�..I�i!,ff!i.i:r!Fi�ii�l�itei k-11. 0 - C -1 1. wei i;J i b I et � (SEE WATER . - ;?;e .. . I - � -am . . I - .... .. I 11 ­­ ,;. .. .... � � ... . itA I I I 1; I %j 1, . 0�1 ,W o.!. " MAIN PLANS) C . MECHANIC I . . .1 . .. . . . . . 11 . I .0 i%,. ", _1` I , ­.'� -)t,d � : : . . if 1" . .- [; leir t S31 J, ic 311 11ANCH1111. . ;.r KS. I I : a w . i " . A .- N; ON,! c .13 o x 4. -IS - i S h1lo I'l �._%-,� L.I.n.i. (_P1,1 ,,F I—, JOINTS J POSI-CAPS OR EQUAL REQUIRED *there M1111 4e,a re-'fnz.pection lee -for each ,addi-fiona. I iinzpect ion needed . . . I - . . . � I I �rt , h . , .4 I : !a _% TY: . , " . : . . . . : I . . 1. .L: :.'L-. r i�_:, I . I � : I :D, - . 9. ,Ptlsl� Clips tEr Btix laks�: Sli,�;ill be ins-talledi, -t�vftfh e;,:hC11 ivratio T . not to Ile .- ff] " NEW MAIN � m E:'TrE:n 'Prr Ll D G R AD E S H AL L U E F L U S H W fffl 141 E G R 0 UN .. . . cl� .- - . . Ii. . ;;.-. : I , ii, :: �: ;; . a I: L J ?! :: ;; :: J : .1. � 'z I! :: - . 1. t�fV N E. R 1Z HOIJ LED? B:L' XR-LETO M.1*21 Vi 0 %E F.i, LI: F3) I .i-** . I q C : !Ir ... ... f 0 M E. #__ -z � ,� ; : . 0 kWd o 1.1 bottv;r1l - vaINICS'l ..i�' ­;-­;� . , . y . .,.r _.J___ _:_:�: - ­ � .... 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It. ,�Ik, + . " . 1. I . : / , . .. ��1:3_ 1: f , " . -1 !: �. Tr e 1_� .. T A _­", I. � .... I ....... i , .... . . ";'I,- :t_2__�� .... ,­­;;.­�. 11 .4.­, - . , . 7�,� :. ... I ... - , _.. - b_k: ** n - Ii. �!�:_.,;:�- ..... ­­­ ** ...... *;`­`;`;;;;­­_ .. ­ - . . � " . & VALVE I - om - � I.. . � : . IPW4;1�� _­t_,�,._ :: r�,__"�­ _� ..., .L._;!_` . . [. I_ J'ap )!!!Jq-X:SJe;eN:v;--i-+f stla-1.1. ble: st.n.i.1,14 .13,1i�-.:!t'E't, ,1:,,,,,.�",,fl..*,["I.,.i�.,,",,,. (Jr .11C'.JN1 . . - WATER MAIN L I - .:�:-­� � ... I M ; �_ ,?!!21III&' :� �;;q;;;; ;, :1 I PI* . ; Cc I "; . ­ ".;;;;;;;;;;;;;;.,-.. I . 1. . -;.;;;;;;;;;I- �.----W- * / .: �:: ; , .0.. T - M1;71 . . .0 1: I : . : : ;\ I � . 4 je_-il :1, � i I . .1 ; : I ­ . : A- I + .1 . I - F t1. t It": . : I + lk �: ... I : + "' * ffir,ai_r it .r � 1. 1. h1h C :I.' 4 -1.1 c ii r.-k_-�;1;i,.,- S I ��..1"E -II I i: S S ..':i-I C c I. -�,v i ( 1:11. (.1 L:-i_C.--( i. I C I �.H,g S , ,....,, Tv7i a, h, - . : �71; [1.1 I, 11t, 1) -a 1. t. k.:,111 a 4.11. 1.1s - 'S VI. ",*_� - - :: 7: � t. J,% .. .- .- - F . - . .,.:-j x;!: 'L�J: A t ,.,: : t , : . . 1 4..TC�?_f . : m : :,� 4 1 . . q7. i . � F A .. P . 4 . r) _� 'or 2- .4;,.-6:1 .F.- cntd . - 1 , I (_` N14 :(-.r: Nifi.t. e I I e -1, eiq ti; ad. r. � - - . . .. + �,,, 1. 1 -4 . . .! -1. .4--k L - - ( � I I 4 ) w :: ;; ­ : I­ 1. � .� I : 7 ;. 1h:1 . :1 � � � : ,.+ + r7 ; q4III. :. .1 =1 .r� . % . . : - . I. - ,: I � . . - -1 I i ­tf - I i - -t IKI * sp--*-��� . I .1 :- _1., - I I I i ,j E, *F - , _ .� .lij , i � . Z I . _ _ - U , T .1 IT - . . ` I . 11 1 lalllpsw. (T o r --',',.;4, L 9 n-- I . .i - I 11, L . ...� 1 1, LEE +3 y �) Ti r v k.... I Iii n a i i d LA13 HIA MM . . �. I L'.., Tapped 11cli-, ii-C 4 . *1 I I . . " * . . . ; � 1, : , - . . I .1 - -:I -� -, � z � � : .: - C:Ti-! 11 ---.-_---- ..,. . + ­ 11 " -le " "' : I. I 1.7 : I � � ! . . J h I i ,� .; . ;I­.: ; 1 I o [I .11) utc- 1J. le 1:,crn. ati d se;ry i. c e :r,ep a i rs, ) ,_..,, , -,a, 1 I be 1-; i, ri. �--k.-hil.I.L.:, 11,.bl] ci I., C S �. V :1 V�, ."7 . . ... . . .. . H i,-q � F` ­ I d I T (" :1 ii ... . , , , , Lt,� � S tni- t1h 13 I ; il I r.,., 4-:1: 1 :� .Al N'lit e I I t.T.,� s�t ee " I '. t. - ,:. I � . . . - I .:: 9: t.1 I L" I. L; 1 C t i h4 �,, [ L t I�_- is �, i - I d 9. aT. i ere d. t 11 tir,ea ": - h;;` � I TYPICAL CONNECTION TYPE "B" 91 I LI ­91 - '71 .. C;It., .1ndu-stri'vs . . kIm - . 14� Saniple 'S'tiafions: 'Sli-- 11 be lnstallcd - t the titintie;1, reclUC.L4., (t. . . a + . ... .. I I � ­ �.. . 1 . i 11.10(lel # 1-J.411. I;0'-1['.)+ 1. a � . ,n:44' - . - - � I I I - r.. . Zon., 71"n� 'Sih all Iih.e *K .... . C .i - , - 1 5 � S'e i-N., -i c e 1 - i n es: 3;j;4 i n , I 1 n.,.. 1. I ii'7 Z E .; � (1 P P..i C . . . ;; . . . . I t * 1; - I I r a ss i i ( �_` (: P t 1: t ,p r.;; C, �i � -i - ii. 4: �-.T 1 1. ", 'iff., I *1 T...: t. � �, S � I 3 4i 4. 0 St. .. I �., 0, r f 111 It S : f 11 ( 0 t 4. 1 1 1 1 � , s � ; e 1- I �_ - . . I , ; .. - - -- F--,! -ind N'tt-idel .4-) i. S ee NII et c r P It ;S� 1 I U`L'D.; cp r. N1 Tift'k e I . .. I. :: . - : : ly . I ' : I..: : . e 1` I ." � . : . : IT'! T. .11, e-!; 1. i .I . . : : 1. 7� Joil[nt ',R.estral[ns�:i: ,'-_'�'Ivall I cAd .L�-_�ck Gas�,;.kets_� cn; r�,lo-c.1-i,,�t...i�!i..;tc�,:t..I. Elell +J C�`l _ t r�ll . t 11 S. III-, It r. E I I . � " .. r - . :: ­ . . +. 1 ;�-4. 1.11)'PF-. Sicievics; zi 111h all 11 he tosed fica, , cT-vk_,:e-s- th:�al c,+rn-;;-�, T11:,11(T,1- C. EIV �,tTCC't.S.. 4 . .. .. ... �. . .. .. � - ** . .. .. .� 11 . . I l _!� 1 . I .e ev. F� ri.t: !!!! :'r '1�qyi 1. - . ­;"..ii f C ... .. I -�j, - te - ie .- C fit,t 'S Al _;�&_1T`A.,dp; sl ;O�* :i;,.. -, -Ir .14.1. . . "I . .1;1.1 .. ; 4w_ 'i.T " N - i H Ll iz 4 " 1i d ie , I ec-v c . . 1, & ... I I W.S + �! . Se .1 ;.S . 1 1.9- .Ad.ditilonia-11 'K-'1ck:ez-s:: Sli-all be ,,�.,c�-t+[i;d'ti"[(.iN,,,k:-LI-i-rid bridc., 'N:o pout,cd concs,letc. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations. Contractor shall I furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. . . D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 )J . I . . E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein is in . progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench o a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. Final backfill shall be B- borrow (INDOT spec) compacted in 6" max lifts to not less than 95% standard proctor. 6" below aggregate subbase of pavement shall be #53 stone (INDOT spec) compacted to not less than 95% standard proctor. Backfill shall meet or exceed requirements of jurisdictional authority if more stringent. Be sure the backfill is free from large stones, roots or frozen clogs. Take care not to disturb pipe. Trenches parallel to and within 10 feet of paved roadways shall be constructed the some. Refer to city backfill standards for acceptable granular material. . H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system unt'll the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. 1. If a horizontal distance of 10 feet cannot be maintained between the water line and � and a sanitary sewer line, one of the following shall be done. I a. Water line laid in a separate trench and 18 )? above sewer. b. Water line laid in same trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. . � Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cost iron pipe with mechanical joints within 10 feet of the water ffne. J. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors � responsibility to contact the owners of the various utilities before work ,is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans on in the field before work is started or resumed. GATE VALVE AND BOX- SANITARY ' SEWF_R _--� . . . I . . � � TYPICAL UTILITY CROSSING- . ' �­ . 01-14 __( _. FITTING TO SUIT MECHA IVE & VALVE 5 UNDER PRESSURE W W . "'- EXISTING MAIN - . STING MAI-N- K. New Water Main Construction: Contractor to record dimension of each water stub and va . Ives from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and "Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. , I . Pipe Tracing . . I A. Reflective Warning Tape: all pipe shall be traced with "Terra Tape" by Reef Industries, Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape shall be "Detectable" type imprinted with "Caution Buried Water Line Below". Reflective warning tape shall be installed 18 inches above pipe. . B. Tracing Wire: shall be installed with all water mains. All tracing wire shall be 10 or here shall be access to the tracer wire at each valve box, with enough wire in the valve box to insure the proper connection to the locating machine. I I � . I I . Gate Valves � A. All gate valves shall be iron body, bronze mounted,' double disc, parallel seat type gate valves, conforming to AWWA Standard Specifications C500. They shall open in a counter clockwise direction. Valves placed in a valve box shall terminate in 2 inch .square .operating nut and have non-rising stems. One valve wrench shall be supplied to the Owner for this project. Gate valves shall b y Valve Manufacturing Co., Inc., Elmira, New York, Mueller or equal. . I . I Valve Boxes I . I ' A. Valve boxes.shall be a three-piece cast iron type (base, center section iding , * type adjustable extension) together with a "stay-put " cover marked "WATER". The base shall be of the size recommended by the manufacturer for the size valve with which which it is to be used. Wall thickness of the base and vertical sections shall . ' not be less than 3/16 inch, and each- valve box shall have a minimum shaft diam - eter of 5-1/4 inches. . . . 4. WATER LINE RESPONSIBILM/ I A. Carmel Water Utilities is responsible for water service lines from the water main to the meter pit, (the meter pit, lid, and casting are the homeowners responsibility), all plumbing from .the meter pit to the home is the responsibility of the homeowner, all repairs and . associated costs are the homeowner's responsibility. 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" � :, - , ; 11`It�� 1 5 10 � �,!�L'l "t .; �= :� i : "'Gif - ri � I . . k ... BLUE REFLECTOR FIRE HYDRANT MARKER DETAIL : :; . %:: : . / 11 � . ;: 9 1% . .. ... X . ; 4 .0 ., . . : : :: 9 %I. / : = : N. I! ; ... ­ / . . ; - . : - 0 - 11 1. � - 1 '%6�1__1__1­1' : . . : . . ..... .. LL 1. I . ...... ­ ... ­ ­ ...... ­ ... : ... : L. L�,-��- ./ . . � : . IL- r ITC. Ji. n e - a , . . _11'___14� CQkP.0C-r 5er. ­ 0 rl-:, , I . . I- - .. io � ff- f rt d �br 5-urv--J�c-es 16'� And" Smr.10'ar krod Servl`cu 5-toddl` M,4us' Ba Om' Iu . ....., ui_ . . Dt;.rcct fap,)5t ivov4a to D:Vc6J,V :F'ratq ;Pipc-, cfil,.5"�5 ;3501 O:r- or-c-at-rr, (V;rr1,6, Wolih 0w.n!.- F�ar P.ra-s. ure C,�o - DI'a I . 1. 1. .. .. L� r . .. , . ­ I.. �.. .. . . s 04 . � 11 .. / !:� r I ** For ah! .'-ht'.'rV'- Uot,,64 �a.!�tai,e.,�� 4!rr,,1-v;: Pave menif �n,S,foJ7 Hil"Fr"E' ,5':40&W'e ...r rct: . . � . . . Und& Favorrient ,5'ect,Tan, : �. � :: : .: TMM . I . .. 7 I q: F I Cl 1i:1 I I ; .: . 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"......., RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. ; TITLE: CITY OF CARMEL JOINT RESTRAINT * STANDARD DETAILS � DRAWN BY: DATE: MARCH 2001 DRAWING NAME: CW10 ENGINEERS, INC. - I - . VALUES QVEN IN TABLE FOR 22 1/2- & 11 1/4- BENDS. PLAN STRAP IRON ANCHORS 20 WIDE x 1/2" THICK - _ r 3/4"xl 8* . - - - - . . ;_ �[ a.,. - - " A - (4 REQ'D) _ t , __ a : " . - - M.- 5" DIAM. WASHER, 1" THICK \ CLASS "Bw CONCRETE . ffc� OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90* & 45*BENDS. . 'PLAN rUETM . 2 Z n .7 - - 1 6 La . a. C) EL _L - OUTSIDE FACE AREA AS NOTED IN TABLE. ONis C-C " . BRANCH PIPE I= UG d I � , , Ne - 12* , [�E � * - I i ; -1 I � " , i "IV 41. Z ,:- - - rE I � WDO . - . Z - - `- -1 I I i - 0 . - f- ; . M I I I 11 r- . . 'a - A - - 4 - 4 ' 11� - � - A Nl� . U - A Z.; _ N) U : I __._ .7 A - :-; - N - -4 - . - -- 4 . - ylw-__ A, : - .� - - Z I I i I I i - I I I I I i I I I I &CM -no OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. - FOR PLUGS. PLAN SEC11ON 'ID-D" . N OTE: . KICKERS SHALL BE DRY CONCRETE BLOCK SIMILAR TO DIMENSIONS SHOWN IN THIS DETAIL BLOCKING PRESSURE PIPE JOINT RESTRAINT TABLE - . FOR LENGTH OF PIPE TO BE RESTRAINED PIPE SIZE PLUG OUTSIDE FACE AREA 906BEND 456BEND SO. FT.) 22 1/2- 11 1/4- SIZE OF RUN ' IN EACH DIRECTION FROM 1/4" BEND OUTSIDE FACE AREA (SO. FT.) 20" i 16 25 16 9 14 9 5 BASED ON 150 PSI TEST PRESSURE 20" OR 16" 1 .16" ,V>" 1Q- 8' 12 7 6 5 DEGREE 6" 8 2-2 i opt 12 79 . 14 pt 16 lip 18 It 20" 24" 30 to - 90", TEE & PLUG 27' 3 5' 42' 50' 58' 65' 73' 80' 95' 11 5' - 45" 7' 91 11' 13' 1 5' 17" 19' 21' 24' 29' - 22-1/2 It 3' 4' 5' 6' 7' 8'_ 9' 10' 12' 14P _ r 11-1/4" 1 2' 1 2 1 . 1 3' 1 3' 1 4 1 1 - 1 4 ) 1 5p 1 61 1 71 _j RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. ; TITLE: CITY OF CARMEL JOINT RESTRAINT * STANDARD DETAILS � DRAWN BY: DATE: MARCH 2001 DRAWING NAME: CW10 ENGINEERS, INC. - I - . VALUES QVEN IN TABLE FOR 22 1/2- & 11 1/4- BENDS. PLAN STRAP IRON ANCHORS 20 WIDE x 1/2" THICK - _ r 3/4"xl 8* . - - - - . . ;_ �[ a.,. - - " A - (4 REQ'D) _ t , __ a : " . - - M.- 5" DIAM. WASHER, 1" THICK \ CLASS "Bw CONCRETE . ffc� OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90* & 45*BENDS. . 'PLAN rUETM . 2 Z n .7 - - 1 6 La . a. C) EL _L - OUTSIDE FACE AREA AS NOTED IN TABLE. ONis C-C " . BRANCH PIPE I= UG d I � , , Ne - 12* , [�E � * - I i ; -1 I � " , i "IV 41. Z ,:- - - rE I � WDO . - . Z - - `- -1 I I i - 0 . - f- ; . M I I I 11 r- . . 'a - A - - 4 - 4 ' 11� - � - A Nl� . U - A Z.; _ N) U : I __._ .7 A - :-; - N - -4 - . - -- 4 . - ylw-__ A, : - .� - - Z I I i I I i - I I I I I i I I I I &CM -no OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. - FOR PLUGS. PLAN SEC11ON 'ID-D" . N OTE: . KICKERS SHALL BE DRY CONCRETE BLOCK SIMILAR TO DIMENSIONS SHOWN IN THIS DETAIL BLOCKING FOR PLUGS . & BENDS BLOCKING FOR TEES & WYES PIPE SIZE PLUG OUTSIDE FACE AREA 906BEND 456BEND SO. FT.) 22 1/2- 11 1/4- SIZE OF RUN ' SIZE OF BRANCH OUTSIDE FACE AREA (SO. FT.) 20" i 16 25 16 9 14 9 5 7 4 5 3 3 2 20" OR 16" 1 .16" ,V>" 1Q- 8' 12 7 6 5 16* 1 12 12" 1 7 ion 1 4 7 . 5 1 3 1 3 4 3 2 2 . 2 1 2 1 1 1 1 1 . 12* 1 OR 1 LESS 12" 10" 8" C 4 0 7 6 4 2 2 1 8" 1 3 6- 1 ' 2 4- 1 2 LOCKING ___ __ ___ . Vi �__ = W :M :M C) C-3 <_> _< �__ = . in UJ Q-) 5-- UJ 6 C) M &i C6 =�Z rl-) � -n C'4 �_� ��;; C�, ,..- U-1 I Of 1_: - - - I I 130 ill y F IN P . all #1 y 4 0 ft 0 : 100 �T a 0 __ = , . =-A = ia VO -.. 1 .., L'a Ei ,:::: 0 4 :Z: - 41::::� 1* ;:Z >1 ##to I tA $0 ago"" ,11 C11111 N a a - . A401~ - - - , DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. I SCHNEIDER CORP.(2008), - Z - 11 � - - � - - 1­ _ - __ - - .- r 4. - --- I ­ - ___ ____ - - - �_ -, ­ - _­ - - - :"- . SQ ..­ .- - - ­ .- -1 - �- � '_ , - �, - - - �_ I �. � �� - __ . - __ - _­__ _; - I � - . .. -i - - __ � - � 1. I - - - � � - �_;�:, - . . _: ___ - - " : ,_ � ­ - .- - - - - . ��_ . - - - - I �_� --- t�' _; _. " - � - - . . - - �� - 7-- , . .- ­ . .. __ . - - - - - ;_ . - - _�� - .. . . 11 - - I - , 0 ,,- - fc._2n . %Qrp or THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone.- 317.826-7100 Fax: 317.826.7200 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS - Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering . - DATE: - _____ - ____ cc zl%- CQ CHECKED BY: kwk _IPG SHEET TITLE: QZ) lmd_ DRAWNG FILES: . SHEET NO.: I �?_; �-� � co - M C'..,) -,C� C;6 >..4 Z $I-4 C) CL4 :::11 <4 Z -<:� 1­� C\2 _C:� Z 0.4 �� = Z �._, . 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'!� !r i.,F 1 ,� 1 .� t C801 4 t�, rtt :) ~� I t w 1 L 'n i Jsr r.� «t:,h E rim L z J Q 0 0 Ctf 3" 5D BASE-/ 7" #53 (`QMPACTED STONE SUB -BASE O PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 (* ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) TYPICAL 30 STREET SECTION r4 cso, t»: 4 ' nt is I R � ,If EEE u ! 11 ..>r'` J F rrtumm (. I 1 I I.i I•;i. 4 :: m::: rm: mmrnmrmnmm :mmnmmmm�nrmnnrmmrrr'h yr;:mr+.rr 'rmn•+rr,- n- m�...lp:n- ,•,r:•.!� � } }1t. }r^ a' ! `r,1.r�1+.. .Y •ff rF •.n • .. *. ^'!+rkry fi. n f. rt 'Y 'fin,.! I .r� 'tt • ^•�j /�, ..� .. .. ,'� • •'1 r.•:. Ik _ t J r t r 1. �"_ i 1'j:' - t� r, - M is .� }r•:. {:. !!, ' E .... S<. r. LA?IT41 Pit a -}�:flfk<[PA i- 1 ED t+f ' � � } r • u uJt � ,_ } .p : •1 Y �M1 ••mr! t!�n,.r .r• ti n •n tm!�lfF! F� h IF lit H ..: ' ;{" r ` • It. ` „ : i. i t ! }r t i r r •} : r} 4 k� wl_ td � ':� ::,�...:� . Gt, ;a � +�:.. �: s: ;}t:::�:::�t .}r �:,:f,C :u �:.:: t� � St:: =r� 1� rd'::?ut: { [EEE I; t''-L ,�'�' li. j' ,r*' -r! i'. I'-. -• '- I'�.I� .1 7 .t ( ' ." r` 'r•" .."f. "- - ! 1 i k j. ,r I. 1 j , fr j i 4 r' h k j fr.-I r r "I } :! jt i k. f k F. .. I t:: f t '� I. L rll :Ir I...f' II i tl i r" fr'!r t !• I �' I'.. ;(I.,�..r E h}.-:^ .1 i. L. i 1 t,•. -• ..... :-. : :r t...:^ !.t !..: 4 i' a;n 5 L ► A LE • l Ni i:. IJ_ f'. r I !'F. €..k..'` r - h f }'I} !1-�';,f ft': i!' -r h A' f } ( I k .! I ! , [:. «..F> t T ,.k �k :., :: :W : hTrt I ! i;f� :�� �I (1 . },+. F� I `° f n. r. F -41 l ""R 'A TH Td E 1:h1 ST A, 1 l 4 71 Cr N OF rl-H S C43 I*i� }' E .•I,'.i} �� :.I , "I"N :t+�.'I: `�'�t (_I J?I F } p ^, : , f }••} to .}'}'h LL i,x:,P 1T +1't 4?: I («.il.k:,:,I �•,.ii 11P l 1- L :.krh:, L J� .: a , .... L. .t •'I_RJ ir1'tt. ETr �f � 13 P IC I-t 4.t' 1 0801 EE. ••.• ..... :* n: mnn :mmrtmr:mnma:rnnmmmm,mm:mmmmrmmm nm.^ mm�: rn:: r: mn: mmmrnmmr:: mmnrmmn:: u: rrmn :rrnnnm,mmmnnr:nmrc.:.nmm::., .....::: r.::::: r..: n ..:...::::::: �::::::::::::::::::::.::.:::::..:::::::.::::::::::::::::::::::::::::::::::::::::: ::::::::::::::- ::::::::::::::ft Ile it ' ni .: t il t F 5• m r ^ i ! � : (•: r t I ^I x'n •f, : Y. 6 i'1 }} .« eF 1•,. .. '`r'.. C I ri I r 4t I' n k' i L •; t F in ry .n , _,., IN A. ,r .Ix •, J' n to r.- ,r r1 h ��•LL r r. !''': F•4 r'F^f.ry �"�;} (.7. .L :L,J! F �'ht! •iJ k .. r:n � i' }k:} nJ ' ,.., ' *d rt E •,.� i,,, } i J -� - w _. �, •{i It' P.M. t J i -ry n t .n.•F :••.:••- n•ri>V•ur , i' i:uidp•:n'rl.n„u: , NOTE: ALL SUBSURFACE DRAINS SHALL BE 6" DOUBLE -WALL, SMOOTH INTERIOR CORRUGATED, PERFORATED HDPE PIPE, HANCOR HI -Q OR EQUIVALENT. 2 C801 •(!•, ,r-r,: -•!. ,�p .. :: m. : }n:^ r 'p' t t::n,..(t, r,4..... r•,. ..r:} I,- , I't-' j". k, q' i..�'•r ,n #��''��t p'T ,-'} iI ....� . } -k I (' .F.* I I * ,; ! , i I .. ! w.. la •i:q,' j:r k� -I ►I I "t T i4 �,` j! d I " ,. t f C I �d im } r, re .r .n °{ 5i I: S f k W f _ I I . „ i h r F'r n fL.q ! lR Ji.4jj R'4r',Inf1. F�: h'� .. k.: ,,h I -J.F ._�._. F C ouf I. �f.M? m .`f 0. C[T1 In It � LY TA DARES 'hii- 1, 1. MINI !!Ni**Mtiww"uFvifpwiip!iii,11-mommol.l..I!..!!.Ial...";O";V�-, } !���Ty +�It gFpt�-'♦ ♦•tIjj.^ fk1' Itt' t�!'_Lk�il F»I!!�f� �r •+t...lE1 �.,' a.JJ�.: P' "r. 1 i^ 3' :n..* ':: fn•,+•I r ', J:. I: 10 - PIPE UNDERDRAIN (TYP) SEE DETAIL Li z_ J Q 0 c� 50' MAX. TOP OF CURB ��///Xo TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (10' MAX. SPACING ON TANC'FNTS) (5' MAX. SPACING RADII) CURB JOINT DETAIL 5 cso, 3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D 1s for Subsurface or Base Drain C is for Conduit uit G is for Gas W. is for Water NOTES: 1. r Cu b to be stamped at all locations s wh r e any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. 6 CURB STAMP. C801 NO SCALE DETECTABLE WARNING ELEMENTS SETTING BED CONCRETE BASE INTEGRAL CURB SLOPE 12:1 P PAVEMENT 112- PREFORMED JOINT FILLER DETECTABLE WARNING BRICK BRUSHED SAND MIXTURE SETTING BED SI1 CONCRETE BASE PAVEMENT BRICK SURFACE CONSTRUCTION SLOPE 1,2_1 #:5 SPA. O 18- PAVEMENT _j CONSTRUCTION OF CURB IF SEPERATED FROM RAMP F;R Y 1r -cV. #5i 2!-0 ALTERNATE CURB CONSTRUCTION 5' I I PREPARED SUBGRADE TYPICAL SIDEWALK SECTION NOT TO SCALE L 7 z Q '.' ` L Ld �J Q O N W I L LLJ LL_ w � � �, LL a >�z -' > �z N� z 5' -0" BETWEEN z c�° of TRANSVERSE JOINTS It 50' -0" BETWEEN EXPANSION JOINTS (MAX.) - a- - s t - r CON R C E TE SI W DE ALK NOT TO SCALE THE STANDARD WIDTH OF THE SIDEWALK IS 5'. SPACING BETWEEN SIDEWALK JOINTS SHALL BE NO GREATER THAN 1.25 TIMES THE WIDTH OF THE SIDEWALK. THE MINIMUM THICKNESS OF THE SIDEWALK IS 4 ". ALL TRANSVERSE SIDEWALK JOINTS SHALL BE TOOLED OR SAWED TO 1/4 OF THE THICKNESS. SIDEWALK AT DRIVEWAYS SHALL BE 6" MIN THICKNESS OR DRIVEWAY THICKNESS, WHICHEVER IS GREATER. 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 UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. SIDEWALK DETAIL- r7N� C801 8133% + 5% = 1333% > 11% 8.33% tud UM 5% MAXIMUM PROVIDE 2' -0- LEVEL STRIP L 2. -2- IF ALGEBRAIC DIFFERENCE PROVIDE CURB AS REQUIRED EXCEEDS 11%. MAY BE MONOLITHIC WITH LEVEL STRIP. CHANGE OF GRADE j­­­­� DETECTABLE WARNING DETAIL OF 1" RIBBING HANDICAP RAMP DETAILS. 8 C80 O� 4' O � 7 1/2 it PREFORMED JOINT FILLER REQUIRED ON 12' MIN. /-+ GREEN SPACE EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VARY w - -_- �- SIDEWALK 5' TAPER _ -- L, PREFORMED JOINT FILLER cv 0 0 � 0 0 Q a 0 Q o � 0 0 X 0 0 � 0 0 X 0 0 � 0 0 / 0 0 _ - _ _ - - - - - 0 _ _ O o 0 O ° 0 O o 0 ° O o 0 ° O G 0 ° O C 0 ° O ° 0 ° O o 0 ° O ='a'j_ :-.STANDARD -_ =a- 'a- -� a= " 0 0° D o 0° Q of 0 0 0 0 O o C) O o O D o O O o C) O o o - '- _ J - 00 0 0 00 0 0 0 0 o 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 5 � 2" #11 HAC SURFACE 3" #53 STONE WALKING PATH SECTION K3 0801 �1 1/2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6° PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O. T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL 9 (D.O.T. # 16-01) z W 0 U LL.I 0- 0 Li V) W U U im (J7 OCT ZC) o ►-, tn04 j o LEI rz 11� ` L i � I � � 1 �l 1111 1 4 - A 0 ow DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRO DUCED IN WHOLE OR IN PAR T WI TH OU T THE W RI TTEN CONSENT OF THE SCH NEIDER CORPORAII ON. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2008) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering GENERAL NOTES: 1D THESE DIMENSIONS ARE BASED ON A 4 IN. CURB co Ell- HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED kwk FOR OTHER CURB HEIGHTS. O WHERE SITE INFEASIBILITY PRECLUDES CONSTRUCTION DRAWING FILES: TO THE WIDTH SHOWN, SUCH WIDTH MAY BE SHEET NO.: DECREASED TO A MINIMUM OF 3' -0'. �3 THE BOTTOM EDGE OF THE CURB RAMP SHALL BE cy"D FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE LANDING AREAS AT THE TOP OF CURB RAMPS SHALL. HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY °a DIRECTION. WHEN SITE INFEASIBILITY PRECLUDES A LANDING SLOPE OF 50:1 IN ANY DIRECTION, THE SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT EXCEED 50:1. a IF SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN, THE LANDING WIDTH MAY BE C\2 z DECREASED TO T -O' MINIMUM. THE RUNNING ^ SLOPE OF THE CURB RAMP MAY BE STEEPENED TO z O A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE. �6 DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM �w H CURB RAMPS TO PREVENT PUDDLES AT THE PATH OQ OF TRAVEL. Cn is 7 ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE I :�. n m. ,r, }. !"f,'j„ Ikj� 1 ^f "» OF CURB RAMP AND THE GUTTER SHALL BE LIMITED TO LESS o he r THAN 11% IF IT IS NOT PRACTICAL, A 2' -0' WIDE w LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. I 0 tLiLt:.L I Ile it ' ni .: t il t F 5• m r ^ i ! � : (•: r t I ^I x'n •f, : Y. 6 i'1 }} .« eF 1•,. .. '`r'.. C I ri I r 4t I' n k' i L •; t F in ry .n , _,., IN A. ,r .Ix •, J' n to r.- ,r r1 h ��•LL r r. !''': F•4 r'F^f.ry �"�;} (.7. .L :L,J! F �'ht! •iJ k .. r:n � i' }k:} nJ ' ,.., ' *d rt E •,.� i,,, } i J -� - w _. �, •{i It' P.M. t J i -ry n t .n.•F :••.:••- n•ri>V•ur , i' i:uidp•:n'rl.n„u: , NOTE: ALL SUBSURFACE DRAINS SHALL BE 6" DOUBLE -WALL, SMOOTH INTERIOR CORRUGATED, PERFORATED HDPE PIPE, HANCOR HI -Q OR EQUIVALENT. 2 C801 •(!•, ,r-r,: -•!. ,�p .. :: m. : }n:^ r 'p' t t::n,..(t, r,4..... r•,. ..r:} I,- , I't-' j". k, q' i..�'•r ,n #��''��t p'T ,-'} iI ....� . } -k I (' .F.* I I * ,; ! , i I .. ! w.. la •i:q,' j:r k� -I ►I I "t T i4 �,` j! d I " ,. t f C I �d im } r, re .r .n °{ 5i I: S f k W f _ I I . „ i h r F'r n fL.q ! lR Ji.4jj R'4r',Inf1. F�: h'� .. k.: ,,h I -J.F ._�._. F C ouf I. �f.M? m .`f 0. C[T1 In It � LY TA DARES 'hii- 1, 1. MINI !!Ni**Mtiww"uFvifpwiip!iii,11-mommol.l..I!..!!.Ial...";O";V�-, } !���Ty +�It gFpt�-'♦ ♦•tIjj.^ fk1' Itt' t�!'_Lk�il F»I!!�f� �r •+t...lE1 �.,' a.JJ�.: P' "r. 1 i^ 3' :n..* ':: fn•,+•I r ', J:. I: 10 - PIPE UNDERDRAIN (TYP) SEE DETAIL Li z_ J Q 0 c� 50' MAX. TOP OF CURB ��///Xo TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (10' MAX. SPACING ON TANC'FNTS) (5' MAX. SPACING RADII) CURB JOINT DETAIL 5 cso, 3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D 1s for Subsurface or Base Drain C is for Conduit uit G is for Gas W. is for Water NOTES: 1. r Cu b to be stamped at all locations s wh r e any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. 6 CURB STAMP. C801 NO SCALE DETECTABLE WARNING ELEMENTS SETTING BED CONCRETE BASE INTEGRAL CURB SLOPE 12:1 P PAVEMENT 112- PREFORMED JOINT FILLER DETECTABLE WARNING BRICK BRUSHED SAND MIXTURE SETTING BED SI1 CONCRETE BASE PAVEMENT BRICK SURFACE CONSTRUCTION SLOPE 1,2_1 #:5 SPA. O 18- PAVEMENT _j CONSTRUCTION OF CURB IF SEPERATED FROM RAMP F;R Y 1r -cV. #5i 2!-0 ALTERNATE CURB CONSTRUCTION 5' I I PREPARED SUBGRADE TYPICAL SIDEWALK SECTION NOT TO SCALE L 7 z Q '.' ` L Ld �J Q O N W I L LLJ LL_ w � � �, LL a >�z -' > �z N� z 5' -0" BETWEEN z c�° of TRANSVERSE JOINTS It 50' -0" BETWEEN EXPANSION JOINTS (MAX.) - a- - s t - r CON R C E TE SI W DE ALK NOT TO SCALE THE STANDARD WIDTH OF THE SIDEWALK IS 5'. SPACING BETWEEN SIDEWALK JOINTS SHALL BE NO GREATER THAN 1.25 TIMES THE WIDTH OF THE SIDEWALK. THE MINIMUM THICKNESS OF THE SIDEWALK IS 4 ". ALL TRANSVERSE SIDEWALK JOINTS SHALL BE TOOLED OR SAWED TO 1/4 OF THE THICKNESS. SIDEWALK AT DRIVEWAYS SHALL BE 6" MIN THICKNESS OR DRIVEWAY THICKNESS, WHICHEVER IS GREATER. 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 UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. SIDEWALK DETAIL- r7N� C801 8133% + 5% = 1333% > 11% 8.33% tud UM 5% MAXIMUM PROVIDE 2' -0- LEVEL STRIP L 2. -2- IF ALGEBRAIC DIFFERENCE PROVIDE CURB AS REQUIRED EXCEEDS 11%. MAY BE MONOLITHIC WITH LEVEL STRIP. CHANGE OF GRADE j­­­­� DETECTABLE WARNING DETAIL OF 1" RIBBING HANDICAP RAMP DETAILS. 8 C80 O� 4' O � 7 1/2 it PREFORMED JOINT FILLER REQUIRED ON 12' MIN. /-+ GREEN SPACE EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VARY w - -_- �- SIDEWALK 5' TAPER _ -- L, PREFORMED JOINT FILLER cv 0 0 � 0 0 Q a 0 Q o � 0 0 X 0 0 � 0 0 X 0 0 � 0 0 / 0 0 _ - _ _ - - - - - 0 _ _ O o 0 O ° 0 O o 0 ° O o 0 ° O G 0 ° O C 0 ° O ° 0 ° O o 0 ° O ='a'j_ :-.STANDARD -_ =a- 'a- -� a= " 0 0° D o 0° Q of 0 0 0 0 O o C) O o O D o O O o C) O o o - '- _ J - 00 0 0 00 0 0 0 0 o 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 5 � 2" #11 HAC SURFACE 3" #53 STONE WALKING PATH SECTION K3 0801 �1 1/2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6° PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O. T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL 9 (D.O.T. # 16-01) z W 0 U LL.I 0- 0 Li V) W U U im (J7 OCT ZC) o ►-, tn04 j o LEI rz 11� ` L i � I � � 1 �l 1111 1 4 - A 0 ow DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRO DUCED IN WHOLE OR IN PAR T WI TH OU T THE W RI TTEN CONSENT OF THE SCH NEIDER CORPORAII ON. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2008) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co Ell- CHECKED BY: kwk TPG SHEET TITLE: �t DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C801.dwg SHEET NO.: z w cy"D rr� °a C\2 z ^ z O o �w H OQ Q Cn Q o w 0 LOw DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STREET DETAILS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C801.dwg SHEET NO.: - &I !, FIG LIRE 50 I4 I . � � I I ell d�in V, an d D a. c k.6-1 I S t. a n da.r4 .s to r S tar" Si� %..... cr-s! �, - --:;: . i I I �:. i ... 4i :Y. ::::::. .. . . ! ol r I. .! 0 I 0 'I'll: T! 14 ,I.. I. � .. F 1. -,, - `­ ­­' 1�,�,ii'L­; ��.:I!�D, 1 .... 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I:. h._�. r ... W-1 r i:! 12 L :i ,_� ;: I k I::::::. � I- .. ... I ........... �, ................. , Z _\ / / ( I ___) � ( = / \ \1' GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R-4342 "- STANDARD REINFORCED CONC. BASE DIMENSIONS (INCHES) A (MAX) B (I.D.) C (MIN) 12 36 18 15 36 21 18 48 25 21 48 28 24 - 48 31 27 60 34 30 60 38 33 60 41 36 1 60- 4 42 1 60 1 50 1 IG I 10 / BEEHIVE INLET DETAIL � C802 ) (8) 1/2" BOLTS GROUT INTO PLACE ? I%-. �� Nq_ -1i N. #\ � - F��� \_6" CIRCULAR ORIFICE STEEL RESTRICTOR PLATE OVER 12" RCP :Z C IT- ro STRUCTURE RESTRICTOR PLATE. - r12 - NOT TO SCALE, 1� 12 �_ I < r) g F-_ ,I WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B-BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO . NOT LESS THAN 95% STANDARD PROCTOR. 6 $1 BELOW . I ���PIPE UNDERDRAIN I . A E OF PAVEMENT SHALL BE #53 STONE I I � (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDAR . - DEPT I . . . H MIN. I I . : - - ____� ___ -�� I . -:-: PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF ____ I . /11*� I 1,--, JURISDICTIONAL AUTHORITY IF MORE STRINGENT. I \ ____ \ - \\It, \\III \01, \01, \\It, \\I// -- I \\I/, - - 11 I / / \ k - - - - \� O - r_�_� N\� �/ I I /. 1� I 1, 1, .. s 11 I \ '�, , I " / / / I I I - / / \ / / \/ ,*\ \ 11 . � r__� -�,_- \ \ / \\ Ir- - 4' 4' � ( a_ ) - - - Sol Ld I - I 0 / . I j 1� \ I . , "............ /1.4" . = , 1 \ I U . '**,_� -I+- . � NOTE: THE MINIMUM COVER FROM THE TOP OF THE Z . . � � _� LL] ROLL CURB & GUTTER INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED ! BEDDING I I NEENAH TYPE CASTING GRADE T.C. PIPE SHALL BE THE PAVEMENT SECTION THICKNESS [-- ­0- ."-- NO. R-3501-TR/TL - :_��:::___ :: ___: - - -::-: ___:____ ----::-:::-: --:-::-: : ____ - *i_:_:____:_*: :::____:_____:__.___:_ j I r:-:-:- __\__ '010el 1\14, T L -1 . NEENAH R-1642-A W/SELF /SEALING LID (OR EQUAL) . D FINISH GRADE STAMPED "SANITARY SEWER " PRECAST CONC. NOTE �� 2- O" D I A. MANHOLE CONFORMS TO ASTM C-478 04 ,<C RINGS M , JOINT CONFORMS TO ASTM C-443 TAPERED CONE ip � INFI-SHIELD "UNIBAND - - . SECTION OR APPROVED EQUAL SEAL I Z - 0 14- . - 1 -_ - PER SPECIFICATIONS - __ ro - - - - - _, � - 0 - (n z� FS W ..- I - PRECAST CONCF Z - "_ 0 af t> - - - . SECTIONS Z 5 .4 -- --P= Z Uj _j Q 0 W Liz W a- - V) _j 00 M ..d- �_ Ld - r -irv- Ui 0 - - ASPHALT (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE W < _ .14- (1 6- MAX.) V) _j .-d Uj 1' )_0)) NO. 8 CRUSHED STONE W:�i - >= - I THE SUBGRADE) PLUS 1 2 BUT UNDER NO N 0 - _ < n �_ t 11 CIRCUMSTANCES SHALL THE COVER ALONG ANY PART 11 . -1 . - __ ___ - -e - :/7 It .4 ; : ' - - �J. I. - - I. - . 7 I �- - 4 . , 24" - ... OF THE PIPE FROM THE FINAL PAVEMENT ELEVA11ON - `6 - --A - - 496-- -I OPENING - -_ SPRING LINE OF PIPE -, millillilli . - - a - - - - - CAP NOT REQUIRED ___ . ­ Z - I- . ... 111111111��,��,________ 111 _1P .- FOR BOX STRUCTURE TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. 12)) MIN. NG __ .- I I I � _ A, -4 : - _ AS . . - - -.& . - - : , STANDARD RCED CONC. BASE , 2� V � �. �� 010 _,// �� PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15" or less 0 - 4 I � 2' x 2' Box No 1 18" to 24' 0 - 4F 0- of 2 6 x2 -6 Box . 'No All Pipes 4p & Deeper Manhole Yes _ L24" & Greater _ _ I All Depths I Manhole Yes I I . . op 0 * Steps shall be at 8" O.C. with first step 18" below t f casting. * Manholes may be required for 24" or smaller pipes depending upon intersection angles and number of pipes. -- I . ROLL CURB INLET - 11 L I // ��\<:��//, - \ I 1\ >/ � �" //' /I �X�< / . - - I'D. MANHOLE STEPS I - I - AS PER SPECIFICATION . - - . . . �/\/"��//< I , - - _ . - I / ____ -O" DIA. . . 4' . ­ - - I - . 4., .71 FILL WITH ­ - - - ------ CONCRETE _ -- -- - - - -------- ­ , --- _ -_ -.0- . . � - - --- .... .... *1 � - .Z� ....... ­4 - ----- :t;-. _-. .. PLAN . -------------- ---- D, ­ - I . . . .__- .o- _- . -_____ --,.,. . . - . . . - - ,__� - - er---- - ----------- - DI -qp-_ - - . . . . . . . . . . . . ---- _Q-- _-- - -_ - -- - , I I ............... .... , ­, #4 0 12" EA. WAY I _... -- ------------ ----------- _D 0 - - - - I OF PIPE ---, FOUNDATION - -_ '�' - . ------------------------------- I - . . . � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ! 2. - - - - - - - - - - - - - - - - - - . . - - . - - - r, A, (REQUIRED IN UNSTABLE SOIL) ----- ......... 6" MIN. 'I.- M- - - 4 - . . - - - - - - - 4!% . . . 4 . . . . Q. - AL - - - - .41 . . - - -4.,-----p-: - --.--"- - --.-.,-,- - -k-.---- -.%- , -_-_ - - - - - - - - _,_,__d_____ ), .a. - - - - - - - - - -12)) . I _u - 0 u , 0 15 0 wo . 0 wo . ,a wo . 0 0 0 6 -0 -0.0, . 12 0 0 0 ,j 0 7 4 0 00 * 00 , 0 00 , a 00 , a 00 , C), 00 , 0 00 - a 00 , a C)a 0 , (MIN.) . 00 00 00 00 00 0 00 (MIN.) , -'----6" MIN. NO. 8 CRUSHED STONE 0 0 '0 '0 I, 0 0 4 0 00 * 0 e 0 00 e 0 00 00 00 00 00 0 0 , 1. 0 (3 , 0 '0 , 0 0 4 0 00 - 0 (30 4 0 C)o I I - - REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT SANITARY TRENCH & PIPE EMBEDMENT DETAIL KO'5 I , - 12 - I I -0" MIN. MANHOLE BASE FOR PRECAST 4 j I : > ' -, �// - \ L ,VAIII��\I\\, I L I I . COVER &SEAL . 1 I . . I . . , I I I L I - I I I . . . . *BELL HOLES SHALL BE PROVIDED I I it AND THE TRENCH PREPARED SO USE 6 SEWER PIPE UNLESS I I THAT THE BOTTOM IS PROPERLY SUPPORTED THROUGHOUT ITS I I OTHERWISE SPECIFIED I I LENGTH. I I � . I I APPROX 90* 1 1 L I I I I L _r I i LONG RADIUS CURVE ///� I DIAMETER AS ---/-- . Z - . - - - - _____J - - - - - - - - _7 SPECIFIED �� - - - - - - - - ) I � I - I *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS I . . REQUIRED FOR SEWER MAIN I . . I �.. WYE & LATERAL CAPPING DETAIL - � 1 C802 1* I .0 12 11 . � i© . �_ Y-..Iaj 12 . I ' -PLAN VIEW Grooved end on outlet end tongue end on inlet end n _ I 111111111111''... - - = Ir- A < I 0 < o 0 i * a I­_ - ­ - 11 .. . ........ 411,.--. ­N _.- - ­- ­ ­ Groove (or tongue) to __ ,-------,.,- IF ----- -- standard of reinforced concrete pipe 11Z ASTM designation C76 'A' CONCRETE CLASS COMPUTED L,.-..,.,.. ,,. �...__ I END SECTION PAY LENGTH OF .CULVERT . LENGTH (D) I . - . - f < - I­_ - ft 0 I - N 1 1/2"r SECTION Y-Y -_ 12 °C to MAX.SPACING BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS 1 1/2"r HOOK I -1 11 .1 .- - - . - - - . . - : . __ Id - . . I . . - - . . - . . ..� .. BOLTS - - :. I _. . . - - - - I - _- __ I . - - . - - 2 . .. - , . .- . . 0 _:.. - _. - - ... - 1;* . - - . I - -4,d�j ---- 'j: -- LL_ ; . L- ,.d (,,4 . . . . : - __ At I , - .. . -.7 CLASS 'A' -J " - & - -- --- . - - - J CONCRETE - E+2T - . . . SECTION A-A - CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE ROUND PIPE END SECTIONS FOR I - DIA T (MIN) A --ic C >K D >K E >K- K R, R 2 APPROX. APP WEIGHT ' 12 11 2 1) 5 Ft 4,_3„ 6P-21" 2'-O" 1.3 10 1/8 It 9 is 800 15 Ft 2 1/4 It 7 if 4 I -0 It 6 1 -3 ft 2 -6 Ft 1.5 12 1 1/2 IF / ft 11 . 1,100 18 92 - 2 1/2 is 1 1 I I 4 F-111 6'-2 21 3 V-011 1.8 15 1/2 ft 12 It I - 1,300 21 IF 2 3/4 )p lip) 3'- 6 IF 6'-311 I 3 -6 2.1 16 1/8 IF I it 13 1,500 24 It - 3 py - Ft 1'-0 2, -8„ 6p -311 4 I -09, 2.3 16 3/16" 9 141 . 1,800 - 27 IF 3 1/4 is 1'-1 11 - 27-51' 6'- 3 11 41-611 2.6 18 1/2 IF 14 1/2 99 2,100 30 11 - 3 1/2 99 19-2'p 1' -1 Opp 6'- 3 is - 5' -0" 2.9 I 1) 18 3/16 15 10 2p400 - 33 11 I IF 3 3/4 - $I 1'- 3 I 32-6't 8pl.-3p) 5' -6" 3.1 181/2 11 171 /2 P) 4,100 36 ft - 4 9S , I . V-51 2 3' -1" I py 8 3 - I it 6 0 - 3.4 23 3/4 Is 20' I 4,200 I* T 1 1 � ' ' It OLERENCE +/- 1 SECTION PRECAST CONCRETE END 8 AOI NORMAL GRADE - 1 I - 1/4 PER FOOT MIN.-1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. - PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. vp USE 6 SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90* 30' --\ MIN 45* MAX. i / ISOMETRIC PLAN -_ - MAIN S-EWER - LONG RADIUS f SECTION A-A DIAMETER AS SPECIFIED fON PLAN OR SCHEDULE I It PLAN VIEW CONNECTION TO MAIN SEWER 0 1\ 12 .- ..... � ....... ............................ � ...... � . .... ...... "....- ...... � ............ I . ............. ­­ ......... .... - I ...... . - ............. 1. ......... I . ....... ....... ........................ � ............................ ........... ........ ........... .... .. "...., ..... � ......... � ............ ... I., ........ -.1 ....... 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SECTION A-A 1 SANITARY MANHOLE DETAIL - I CARMEL' C802 � I K PLACE 1/2- DIA EXTRUDABLE-V PREFORMED I MATERIAL IN EACH KEYWAY (SEE DETAIL). .PLAN VIEW 63• CONCRETE PRECAST ADJUSTING RING OR ''I ''.'�, I ..... . -- 7.7.-.W.7. FLANGE OF CASTING 7. \.---/- 4 "_12" ,---.,.,.,--.,-,.V"-,-----,-,.---------.--, I ----------------------- --------- - - ----- . . . ---.... NOMINAL 1/2"' BUTYL RUBBER 24" I•D• BASE EXTFIUDABLE PREFORMED GASKET MATERIAL (Tr?) 34"O.D. SEE DPW SPECS. - GASKET DETAIL SECTION A-A -ADJUSTING RING DETAIL 2 --- - (FIGURE 5-413) 02 \ W - .1 N \ \\1y I xv X I \ \ I \ / 4 I I \ \ Z J 11 / ANP4-- 2500 psi CONCRETE of I le / III ��/ / BOTTOM OF TRENCH I Perspective View-earth cut away � .�, I N�l Nl­� 0 To be used when clear distance between pipes is is 18 or less, or where noted on the drawings. CONCRETE CRADLE r3 0802 SANITARY SEWER 11 TYPICAL UTILITY_ CROSSING Ill L C6 I— = Uj M =2 C) U U .<-' 1_ = Ld Cl- im Uj I V 5- 1 - LIJ = C-) U cm &i OCT CD CD r C114 --) V) �_� W - CD > , I I N , P y 0 .. A, 4 #1 P . y % * lo - I* 4 • s 0 ­_ = = = a F - : P 1 • Zr- C7 - t* 1. lt� '. I I IF #04 4 .. C Il N 1 11 1 is 0 � - - - 4 A92OZo V DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS N AIN HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORA 11 ON. I @ COPYRIGHTED BY THE SCHNEIDER CORP. (2008)1 - � ­ � ­ -1 - ­ ­­_ . . . I , ­ _. 0 ­� - U I C M(al THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I I ; � _ co L**- C\2 cc Zt Z0­1 cam, Cd 0­4 C.) >-4 Z I... IIIIZI 0 (2_4 z _<4 d IIIIIIIIIIIIII . (:%Q _<4 Z _<4 ca., ::5� a) Z I.-IIIIIIIIIII (om"o) DQ IIIIIIIIIIIII4 z 0-IIIIIIIIII4 CD U - (= (= CQ C) C) w = w Q4 H i �­­Il C-) Cn - F-4 i C.0) = &--q . 4 DQ CD W ,_4 CD CC � - C.0 CrA F If ��f I ��.r _....._. "._._....,!• 1. r "t Mr�B2 r ' }` M r� • ~� !t 5� so E r � I B r` - `` ~�~•'- __•___...,, -�, t ,''', � °✓ { `' � L.' ~• _.....ter•' (r It r ^ i { , r -`i B r' Br If tip. k kk f' I w It I if t 1`'• 1 C 30 �L�� Vvq-Qp i i MmuL - Miami silt loam, Joll uescrlptlon anu unuructeri5Lic5: % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, 0 moderately slow permeability, moderate shrink -swell potential and low strength. Erosion is a hazard during 20 construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low 50 strength are moderate limitations that need to be overcome.Low strength is a severe limitation to the use 90 of this soil for local roads and streets. The base material for roads and streets needs to be strengthened a or replaced with suitable material. 5 Br - Brookston silty clay loam, Soil Description and Characteristics: 3.75' The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe 4" limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. 9" CrA - Crosby silt loam, Soil Description and Characteristics: 5 The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe 14.5' limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a 4" problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base lot material for roads and streets should be replaced or strengthened with suitable material. 12" DANDY BAG" Installation and Maintenance Guidelines Installation: The empty Dandy Bag should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag ®as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. FLAP FOLDS OVER TO DANDY BAG ENCLOSE GRATE VELCRO GRATE CLOSURE 0000 0000 LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE STANDARD FABRIC IS -AN ORANGE WOVEN MONOFIUMENT DANDY BAG PAVED AREA. 15 INLET PROTECTION- 1\� 11 NOT TO SCALE T_ � TS II PAD ELEV II 40 II II x 40 PAD ELEV _ �TS HOUSE PAD ELEV GARAGE xl �G TS � " `• TS I CONCRETE SIDEWALK X X X X I.X `. XJ STREET CURB INLET PROTECTION CONCRETE SIDEWALK ininmni iei ! (1T FR(?ClON ANn CFf'ilAAFNT CONTROL PLAN AND CERTIFICATION NOT TO SCALE STORM SEWER PIPE WITH END SECTION. SEE STR. # BELOW. La THICKNESS II III III III 0° °°00 °0000°000 °00°°00°° III II •° 0. 0 0. 0 0. 0 0. 0 O e° 0 I( I I I I I I I I I 00•000•a00•000•000•000•0 I I I PROFILE GEOTEXTILE UNDERLAYMENT OF MIRAFI 116ON OR EQUAL. RIP -RAP GRADATION TABLE SIZE OF STONE % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 ,2K 20 K 50 OAK 90 RP RAP 0 933 AREA am WHERE K = d 50' STORM SEWER PPE WrrH END SECW 1 NOTE DEPTH OF RIP RAP SHALL NOT SEE STR. # ABME- BE LESS THAN 3 x d 50 Lo NOTE: ALL RIP -RIW APRONS SHALL HAVE A GEOTUTYE UNDERLAYMENT OF POLY4ELT 7S6W OR EQUAL PLAN 1 0 RIP RAP DETAIL_ C803 SCALE: NONE STR # B La W THICKNESS d50 SQ. YDS. 601 3' 7' 10' 9" 3" 5 604 3.75' 8' 11.75' 12" 4" 7 611 3' 7' 10' 9" 3" 5 648 4.5' 10' 14.5' 12" 4" 11 653 4.5' lot 14.5' 12" 4" 11 661 3' 1 7' 10' 9" 3" 5 DRIP LINE I A B C 3' 1 1/2 3' 1 1/2' 3' Will �••_ -� _- _- _- ____�__- ..................... - ._. __ ._ �. _... __ 10 41 • • -- - - __---------------- X _ -- ------------ - - --------------- ------------- 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 .225- 200 SLOPE '175 LENGTH 150 (FT.) 125 100 75 50 25 a 3 1 THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. B" ------------------------------------------ - - -- - -- - - - - - -- :_ -: - - - - - -- :: -- ------ : - : -: _- .-.- A A __ -_ 9 ** Increase seeding application by 50 %. REQUIRED DUE TO DEPTH OF FLOW. ® X X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 21 1:1 WITH ADDITIONAL STAPLES ON SIDE SLOPES AT CHANNEL PROJECTED WATER LINE. SLOPE GRADIENT LINING STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES of THE SCC225 SHOULD BE OVERLAPPED 2'. ROLL BLANKETS OUT IN DIREC110N _ - OF WATER FLOW. rte- +° 0 -- 4 7, a =- ROLL BLANKETS OUT IN DIRECTION DRIP LINE OF WATER FLOW. 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFlLLED AND SEEDED 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET, 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT'. 6 PREPARATION OF THE SEED BED, INCLUDING APPUCA11ON OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. • ° 0 ° O 0 O • p • . ° °0 • ° ° 0 • O 0 °0.O °0• 0 °0.0°0.0° PUBLIC ROAD 6000°°•° °°'° °' ° • • 0. • 0 °° ' ° °° • ° 00 6 09000000000"'000 ° O O 50) (MIN) • O 00 00 O0 • O O0 • O 00 • ° O O O° • O O° • O O° • O O° • O O° • O O o 00 • ° °0 • ° °0 • 0 00 • O 0 • ° °0 • 0 ° 0 °0 • O 0 • 0 °O • 0 0 0 • ° °O ° °0 p °0 • p ° o 0 0 o 00 • 0 00 ° 00 ° 00 • 0 0 • ° 0 • ° 0 00 0 • O 0 • 0 00 • p O • p O • p 00 • p 00 • O °O • ° 00 • 0 00 • p ° O p °O • p 0 ° ° 0 0 °0 00 00 • 0 00 00 00 • p °O • 0 00 • 00 O 0 . 0 0 0 0. O 0. O 0 0• p 0 0•° 0 • O ° O • 0 0. O 0 0. O 0 0 O 0 ° 0 0 • 00° • 0 -° • 000 • 0 0 0 00 • O ° O ° • O ° • O ° • O • o O O• o O o O• O. ° O. 0 O 0• • O O O O O O O O 0. O O O• O O 0. 0 0.000• 00o o o O 0 O 00 0 • 0O• 00. 00 O 0°0 0 ° °• 0 O O 0 ° O •° O° • p O • ° O 0 0 0• 0 0 . 0 O •° O 0 • O 000. 00.0 ° 0 • O° O • O° O • 0 0 0 • O° 0 • O° 0 • O O o O • 0 °.0° ° O O0 - O O0 • O p0 • O p0 0 O 00 • 000 • 00 o• e° ° Do.,* ° 00 . 0 0 0. 0 a 0. 0 0 0• o 00.0 00 . 0 0 O °•0 0 ° 0 • ° 00 o 0 ° ° • ° 0 • ° 0 0 • O 00 • p 0 ° °0 0 • ° °0 • p °0 • p °0 • 0 ° • 00.0 °0 , O °O'. 000 O 000 . O o O O 6" (MIN) o 00 O 00.0 00.0 0 0.0 00 O 0 °0° O°°•000.000• 0.00.0 O o0 O 00 0 ° ° • ° O ° ° • ° • °0 12' (MIN)' 2"-3" COARSE ° AGGREGATE • GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION_ ENTRANCE DETAIL C803 SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. FabricWeight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength.. ...... ............................... 50 lbs. BurstStrength ......................................................... 200 psi UV Resistance ........................... ............................... > 70 A.O. S .......................................... ............................... 50 -80 Slurry Flow Rate............... ........ ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 Silt Fence Material Stakes @ 5' O.C. I 3 c XISTING TREE TO BE % Fence Post 10' KOO' PROTECTED FROM DAMAGE N TYPICAL C8o3 EROSION BLANKET INSTALLATION DURING CONSTRUCTION. C813 Ground Surface T TOPSOIL STOCKPILE TYPICAL Fence Post Should Silt Fence Material Should 6' TALL FENCE POST be Buried 1' Below be Buried 6" Below Ground 0 10' -0n O.C. TYP_ Ground Surface Surface. SILT FENCE DETAIL CURB INLET 5 N TS C8o3 PROTECTIVE FENCING SHALL BE SENTRY - SECURA SAFETY FENCING AS MANUFACTURED BY TENAX. OR APPROVED EQUAL.._..... _......_.. _._.. _ PROTECTIVE FENCING TO BE 4' HIGH, HDPE WITH A DIAMOND SHAPED DANDY BAG (SEE DETAIL 15 THIS SHEET) MESH. COLOR TO BE OSHAA ORANGE. EXISTING .GRADES WITHIN DRIP LINE RUN OAF 1-•- 1 TO REMAIN UNCHANGED loe CROSSBARS BEEHIVE INLET OR DRAINAGE COVER 24" W LATHS Ile SILT FENCE MATERIAL � SILT FENCE EXTENDS 6 BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION BEEHIVE 1 _ C803 NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. VARIES GRADE GRADE (NEW OR EXISTING) 3.25' 3.25' (NEW OR EXISTING) Ill St -' I -1 I I� I- = 1 I- -I l u l l S -75 EROSION CONTROL SEEDED AND -t I l� I I III_ I I i- BLANKET AS MANU. BY STRAW MULCHED -I NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL 2 FOR YARD S SWAL E cso3 SCALE: NONE SILT FENCE X X ,ovill''O, ,ovill'' X x CURB INLET SEDIMENT BARRIER K01 2 , ' 3 III - III -III- C803 °IIII� NO SCALE SEEDING `� =► Ll�l IE�i _= I= I I I�Ed I lEd I 11 =1 I 1= -II1- i ; III - III - III - III ,;,III,;,III���IIIII�IIIII1- 6 MIN. TURN DOWN EROSION CONTROL BLANKET TREE PROTECTION DETAIL- i - „ -��� (NORTH AMERICAN GREEN S -75 OR EQUAL) SCALE: NONE 9 � - EXISTING GRADE C803 AS INDICATED ON PLAN 7lli Temporary Seeding and Stabilization Dates EROSION CONTROL 0 INLET � Q C-) z Wheat or Rye Q LIMIT OF TEMPORARY SUMP-"",x UMP Oats LEGEND AND CHECK LIST INDIVIDUAL LOT GENERAL N if mulch is applied. P• 9 2. Wheat or rye 150 3.5 PLAN Annual Ryegrass X X X SILT FENCE ** Increase seeding application by 50 %. 3. Spring Oats 150 3.5 4. Annual Ryegrass 60 1.4 (If between 3/1 and 5/15) TYP (If between 4/1 and 9/1) ( ) 18' MIN. SUB -GRADE ELEVATION 3. EROSION CONTROL MEASURES MUST BE FUNCTIONAL AND MAINTAINED. PERMANENT of each work day. - -� - GRAVEL CONSTRUCTION FINISH GRADE SEE PLANS SEE PLANS THROUGHOUT CONSTRUCTION. - -- ENTRANCE undesirable seeds. Spread by hand or machine. Must be crimped into the soil 2 -4 inches. Operate Vegetated Swale � Z leaving the site shall immediately be cleaned up by INLET excavation of basement foundation has begun. g ® DROP INLET PROTECTION 5.5 -7.5 1 1 2 3. CURB INLET PROTECTION SILT FENCE INLET TEMPORARY SUMP GRADE Kentucky Bluegrass 50 1.2 Creeping Bent Grass 50 1.2 TS � O TEMPORARY SEEDING . SEE DETA °L THIS SHEET DEPTH AS DEFINED ON PLANS PROFILE Non - Irrigated* 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED PROPERTY LINES / DRAINAGE Irrigated OF AT AN APPROVED WASTE SITE. SWALE NOTE: TEMPORARY SILTATION SUMPS SHALL BE USED IN ALL AREAS AS PFPKAANENT S TA N D A R D CONSTRUCTED BUILDING SHOWN ON THIS PLAN UNTIIL THE CONTRIBUTING WATERSHED IS STABILIZED. Dormant PAD Seeding ** cso3 MATTING DETAIL Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 14 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 600 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. SIGN TO INDICATE THE NO SCALE Figure 5 -2: Permanent Seed Mixtures * ** LOCATION OF THE CONCRETE WASHOUT AREA Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well 20' X 20' MIN. OR AS REQUIRED TO CONTAIN CONCRETE sq. ft. Droughty Drained Wet Temp. Seed for Areas Remaining Idle for more than 1 Yr. 6' RIP -RAP WITH TOP OF BANK SOIL STOCKPILE Irrigation needed during this period. To control g ) No. 5 STONE FACE TEMPORARY. SILTATION SUMP DETAIL K*1_7 erosion at times other than in the shaded areas, 1. Perennial Ryegrass 30 .4 5.6 -7.0 2 1 TOP OF BANK STONE ELEVATION PROTECTION use mulch. Tall Fescue 30 .7 SCALE: NONE C8o3 1s' * Late summer seeding dates may be extended 5 days Tem Seed for Areas Remainin Idle for less than 1 but more than 2 w k ) NOTES: INDIVIDUAL LOT GENERAL N if mulch is applied. P• 9 2. Wheat or rye 150 3.5 yr• ee s. (If between 8/15 and 10/30) COMPACTED 21 (MAS)OPES SUB GRADE 1. DRAW IN ANY "DO NOT DISTURB AREAS ". 2. PROVED PAD ELEVATIONS FOR SUBJECT PROPERTY AND ADJACENT PROPERTIES. 1�. Streets along lot frontage *shall be cleaned at the end ** Increase seeding application by 50 %. 3. Spring Oats 150 3.5 4. Annual Ryegrass 60 1.4 (If between 3/1 and 5/15) TYP (If between 4/1 and 9/1) ( ) 18' MIN. SUB -GRADE ELEVATION 3. EROSION CONTROL MEASURES MUST BE FUNCTIONAL AND MAINTAINED. Mulching Methods of each work day. NOTE: MULCHING REQUIRED FOR TEMPORARY AS WELL erosion during home- construction. Sediment shall not EQUAL UNDER STONE POLYFELT TS650 OR 42 MAX. THROUGHOUT CONSTRUCTION. 2. Perimeter protection should be installed before undesirable seeds. Spread by hand or machine. Must be crimped into the soil 2 -4 inches. Operate Vegetated Swale � Z leaving the site shall immediately be cleaned up by machinery on the contour of the slope_ excavation of basement foundation has begun. g AS PERMANENT SEED APPLICATIONS. 5. Turf Type Tall Fescue 260 6.0 5.5 -7.5 1 1 2 3. Perimeter protection On lots shall remain In place until Wood Fiber Hydromulcher: Apply wood fiber at at rate of 1 ton /acre. Apply with a hydromulcher with Kentucky Bluegrass 50 1.2 Creeping Bent Grass 50 1.2 5.8 -7.5 5.8 -7.5 I hereby certify that the drainage ways pad elevations and erosion and sediment control measures are consistent with the over all development plans. Signature • lot is stabilized w/70% cover. FI G U R E 5 - 3 � NOTES: 4. All trash and debris shall be .disposed of properly Into CHECKED BY: Lawns and High Maintenance Areas 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. an enclosed waste receptacle. co 6. Kentucky Bluegrass 43 1.0 5.5 -7.5 2 1 2 2. ' SIGNS SHALL BE PLACED AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY 5. Individual home builders are responsible for controlling Mulching Methods Z INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND erosion during home- construction. Sediment shall not Straw or Hoy: Apply mulch at a rate of 1.5 -2 tons per acre. Should be dry, unchopped, free of Turf Type Tall Fescue 300 7 PUMP RIGS. leave the site during construction. Any sediment undesirable seeds. Spread by hand or machine. Must be crimped into the soil 2 -4 inches. Operate � Z leaving the site shall immediately be cleaned up by machinery on the contour of the slope_ 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS home builder. Z NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. Wood Fiber Hydromulcher: Apply wood fiber at at rate of 1 ton /acre. Apply with a hydromulcher with * ** Apply mulch with all seed mixtures as recommended below. tacking agent used according to manufacturer's recommentations. 0 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. Erosion Control Blanket• See details and s ecifications this sheet PFPKAANENT S TA N D A R D ��� �������� 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHING REQUIREMENTS C803 SEEDING MIXTURES C 03 MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. 004, SCALE: NONE SCALE: NONE CONCRETE WASHOUT DETAIL r13 SCALE: NONE C803 Lz CD Q w M cm U-1 V 0 � co CD r� U5 C'4 j o LU a' ltl P ...., ., 0 r =�= �L&_J; C N O �1 DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) (ar THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp. cam Architecture i Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape .Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co cQ CHECKED BY: kwk TPG SHEET TITLE: co PREVENTION DETAILS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C803.dwg SHEET NO.: Z w cyo") Ui v C�6 � Z � Z CQ Z zU 0 °o QC11 Q o U W ..a W E-+ O ICJ DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C803.dwg SHEET NO.: STORMWATER POLLUTION PREVENTION PLAN INDEX- Al Plan Index provided below A2 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: 46 lot single family subdivision. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached Secondary Plat and N01 Letter. A6 Location of all lots and proposed site improvements: See sheetS C101 -C102. A/ 14 Digit Hydrologic Unit Code: 05120201090020 AB State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: Stormwater will discharge from the site into an existing storm sewer network within the Smokey Knoll subdivision, see Site Development Plan Sheets C101 -C102 for more detail. . A10 Location of all wetlands, lakes & water courses on and adjacent to site: None, see Site Development Plan Sheets C101 -C102 for more detail. All Receiving Waters: Mitchener Ditch A 1 2I Identification of potential discharges to groundwater: None. A13 100 Year Floodplains, Floodways and Flood Fringes: None. A14 Pre - Construction and Post Construction Peak Discharge: 10year Pre - Construction Peak Discharge (Southeast) = 0.70 CFS 10year Post Construction Peak Discharge (Southeast) = 1.10 CFS 10yeor Pre - Construction Peak Discharge (East) = 1.04 CFS 10year Post Construction Peak Discharge (East) = 1.22 CFS A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan Sheets C102 -C104 for more information): North: Single Family Residential South: Single Family Residential East: Tree Farm, Wooded Area West: Single Family Residential A16 Locations and approximate boundaries of all disturbed areas: See Stormwater Pollution Prevention Plan Sheets C103 -C106 for locations. Al / Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan Sheets C103 -C106. A18 Soils Map including descriptions and limitations: See sheet C100 and C803 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Development Plan Sheet C101 -C102 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: See Stormwater Pollution Prevention Plan Sheets C103 -C106 for all off -site construction. A21 Locations of Soil Stockpiles: Stockpile shall be located as shown on sheets C103 -C106. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography. See Site Development Plan Sheet C101 -C102 for existing site topography. A23 Proposed final topography. See Site Development Plan Sheet C101 -C102 for proposed site grading and drainage patterns. B 1 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, broke dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. B2 Sequencing of stormwater quality implementation relative to land disturbance activities: See Sheets C103 -C106. K Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheets C102 -C104 for location and Sheet C803 for construction entrance details and specifications. H4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C106 for locations of sediment control measures and Sheet C804 for construction details and specifications. B 5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C106 for locations of sediment control measures and Sheet C803 for construction details and specifications. B6 Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C106 for locations of inlet protection measures and Sheet C803 for construction details and specifications. H/ Runoff control measures: See Stormwater Pollution Prevention Plan Sheets C102 -C104 for locations of runoff control measures and Sheet C804 for construction details and specifications. H8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheets C103 -106 for locations of stormwater outlet control measures and Sheet C803 for construction details and specifications. 09 Grade stabilization structure locations and specifications: N/A Rio Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheets C103 -C106 for locations of various stormwater quality measures and Sheet C803 for construction details and specifications. B 11 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheets C103 -C106 for locations of temporary surface stabilization measures and Sheet C803 for construction details and specifications. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C106 for locations of permanent surface stabilization measures and Sheet C803 for construction details and specifications. B13 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water. Mitchener Ditch 2. Drainage System: All storm drainage leaves the office site by open ditches and closed storm systems. It flows easterly to Mitchener Ditch and then follows the creek southeast. 3. Possible Spill Sources (during and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contamination. The facility does have city sanitary sewer and city water. A STANDARD DITCH SECTION Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following . procedure: . I a.) Dialing "0" from any telephone. . b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office 317 - 233 -7745 Toll Free 800- 233 -7745 Also the National Response Center at 800- 424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill 7- Probable time of the spill - - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel c.) Notify the City of Carmel Fire Department Phone: 9 -1 -1 d.) Notify the City of Carmel Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and /or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. . 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. B 14 Monitoring and maintenance guidelines for pollution prevention .measures: Straw Wattle Check Dam Maintenance Requirements 1. Inspect straw wattle dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to underminethe entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. . 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it.. . . . I Silt Fence Maintenance Requirements 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 it's lowest point or is causing the fabric to bulge. . 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap /Inlet Sump Maintenance Requirements 1. Inspect temporary sediment traps /inlet sumps after each storm event and immediately repair any erosion and piping holes. - ' 11 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged if 'oplicable. Repair silt fence inlet protection if applicable. 4. Inspect vegetation and re -seed if, necessary. . 1 5. If applicable, check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. If applicable, promptly replace any displaced rip -rap, being careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Dandybag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. . 2. Inspect after each storm event. .. 3. Remove sediment, without flushing, when it reaches half the height of the curb. 4. Deposit removed sediment where it will not enter storm sewer drains. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re -seed the area and relay and staple; the blanket. . 3. After vegetative establishment check the treated ' area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone m needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be' used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Sheet C803 for Construction details and specifications for erosion & sediment control on individual building lots. Cl Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1I.lnspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after . seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lake(s) or storm sewer system. 3. It is recommended that any proposed wetlond areas and plantings (if any) be constructed /placed after final grading and sufficient vegetative growth has been established to a point where sediment /pollutants will not enter the proposed wetlands. 4. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. 5. Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the homeowner buys and thereby accepts responsibility for the individual lot. . C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of: 1. Reducing or eliminating post - project runoff. 2. Controlling sources of pollutants. . 3. And treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) from leaving this project include: a.Detention/Retention Ponds b.Aquaswid hydrodynamic filters It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheets C103 -C106 for locations of permanent stormwater quality measures and Sheet C803 for construction details and specifications. C 5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADD11IONAL STORMWATER POLLUTION PREVENTION MEASURES . . I . I .1 VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment . maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at on offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution_ Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance must occur onsite, use designated area located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless ,the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas ore required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is . . I . I . . planned to be idle for more than 1 hour. . Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. I I . Do not place used oil in a dumpster for pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. _ Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. 1. Inspection and Maintenance . Inspect and verify that BMPs ore in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. . Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. _ . . VEHIC LE AND EQUIPMENT FUELING om the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. . 2:1 SLOPE SOLID WASTE MANACEMENT ONE FOOT THICK STONE 5' FACE OF No 5 STONE Description and Purpose FLOOD POOL Solid waste management procedures and practices are designed to prevent or reduce the 10 D50 9" (MIN. DEPRESSION) � discharge of pollutants to stormwater from solid or construction waste by providing RIP RAP o o designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. 2:1 SLOPE APRON v o a o o �� FLOW Suitable Applications 5' MIN. �-� �_ This BMP is suitable for construction sites where the following wastes are generated or SUB -GRADE ELEVATION stared: POLYFELT TS650 OR-/ Solid waste generated from trees and shrubs removed during land clearing, demolition of EQUAL UNDER STONE SECaflON A-A I existing structures (rubble), and building construction . Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products .. Domestic wastes including food containers such as beverage cans, coffee cups, paper SCALE 0 . bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoam and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters flor onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. . Make sure that toxic liquid wastes (used oils, solvents, and points) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection, Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. 11 I I . .. 1, . .. . - .. . . I . Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid. waste. storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and I, ,Aaintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. . Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Du not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. . - Do not allow runoff from this area by constructing a temporary pit 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 then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING A1,iD PUMPING OPERATIONS DescriDtion and Purpose Dewatering operations are practices that manage the discharge of pollutants when non- stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non- stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment options ) ; in some cases, the use of multiple devices may be appropriate. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION tidenb#y t�e prtibtiem by nt)mbeT fil)di f tiT pT1WI& Z�6 16osd e',cpti13r1VJ k.11D-n Zs nee&d. Developer Representative contacted, name and date: Date: Contractor Representative contacted, Warne and date: Date: Vi Report Submitted by Gravitv Baa Filter Descrip ion: . A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. . A,ou rc,o,ria to A,o,ol ica t fors: . Effective for the removal of sediments ravel sand and silt (g , , . Some } metals are removed with the sediment. lrl.Tll�;lr11er;1 !r/00: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as . a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. l/1, , , I erJO,°1Ce. Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate.The bag is disposed of offsite. QUALIFIED INSPECTOR: JOHN WAITS THE DREES COMPANY 6650 TELECOM DRIVE, 5 -200 INDIANAPOLIS, IN 462,78 (317) 347 -7300 QUALIFICATIONS: DEVELOPER DANDY DEWATERING BAG1" PUMP DISCHARGE TIE DOWN HOSE STRAP . i - f . Q -0- FLOW """ SEWN IN SPOUT -,--111--� 1--,---�� WATER PUMP fx4e , DANDY"' -X),O,��f � , DEWATERING BAG FILTERED WATER 7- 1 ,-e-010- -N.....- Lr=U-1=r-h I I I - AGGREGATE OR STRAW SIDE VIEW UNDERLAY -Z�&(FOR ADDED FLOW} n &MDT v�o ®uc4s *0 DETAIL OF A DEWATERING BAG PROJECT: I DR. BY: CITY /STATE: DATE: DR. NO: DANDY DEWATERING BAGTm SPECIFICATIONS NOTE: THE DANDY DEWATERING BAGTM WILL BE MANUFACTURED IN THE U.S.A. FROM A NONWOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: DANDY DEWATERING BAGTm Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN Ibs 0.9 205 x 0.9 205 Grab Tensile Elongation ASTM D 4632 % 50 x 50 Puncture Strength ASTM D 4833 kN Ibs 0.58 130 Mullen Burst Strength ASTM D 3786 kPa si 2618 380 Trapezoid Tear Strength ASTM D 4533 kN Ibs 0.36 80 X 0.36 80 UV Resistence ASTM D 4355 % 70 Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.180 80 Flow Rate ASTM D 4491 1 min mZ al min ftZ 3866 95 Permittivity ASTM D 4491 Sec` 1 1.2 Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters flor onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. . Make sure that toxic liquid wastes (used oils, solvents, and points) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection, Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. 11 I I . .. 1, . .. . - .. . . I . Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid. waste. storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and I, ,Aaintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. . Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Du not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. . - Do not allow runoff from this area by constructing a temporary pit 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 then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING A1,iD PUMPING OPERATIONS DescriDtion and Purpose Dewatering operations are practices that manage the discharge of pollutants when non- stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non- stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment options ) ; in some cases, the use of multiple devices may be appropriate. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION tidenb#y t�e prtibtiem by nt)mbeT fil)di f tiT pT1WI& Z�6 16osd e',cpti13r1VJ k.11D-n Zs nee&d. Developer Representative contacted, name and date: Date: Contractor Representative contacted, Warne and date: Date: Vi Report Submitted by Gravitv Baa Filter Descrip ion: . A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. . A,ou rc,o,ria to A,o,ol ica t fors: . Effective for the removal of sediments ravel sand and silt (g , , . Some } metals are removed with the sediment. lrl.Tll�;lr11er;1 !r/00: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as . a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. l/1, , , I erJO,°1Ce. Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate.The bag is disposed of offsite. QUALIFIED INSPECTOR: JOHN WAITS THE DREES COMPANY 6650 TELECOM DRIVE, 5 -200 INDIANAPOLIS, IN 462,78 (317) 347 -7300 QUALIFICATIONS: DEVELOPER DANDY DEWATERING BAG1" PUMP DISCHARGE TIE DOWN HOSE STRAP . i - f . Q -0- FLOW """ SEWN IN SPOUT -,--111--� 1--,---�� WATER PUMP fx4e , DANDY"' -X),O,��f � , DEWATERING BAG FILTERED WATER 7- 1 ,-e-010- -N.....- Lr=U-1=r-h I I I - AGGREGATE OR STRAW SIDE VIEW UNDERLAY -Z�&(FOR ADDED FLOW} n &MDT v�o ®uc4s *0 DETAIL OF A DEWATERING BAG PROJECT: I DR. BY: CITY /STATE: DATE: DR. NO: DANDY DEWATERING BAGTm SPECIFICATIONS NOTE: THE DANDY DEWATERING BAGTM WILL BE MANUFACTURED IN THE U.S.A. FROM A NONWOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: DANDY DEWATERING BAGTm Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN Ibs 0.9 205 x 0.9 205 Grab Tensile Elongation ASTM D 4632 % 50 x 50 Puncture Strength ASTM D 4833 kN Ibs 0.58 130 Mullen Burst Strength ASTM D 3786 kPa si 2618 380 Trapezoid Tear Strength ASTM D 4533 kN Ibs 0.36 80 X 0.36 80 UV Resistence ASTM D 4355 % 70 Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.180 80 Flow Rate ASTM D 4491 1 min mZ al min ftZ 3866 95 Permittivity ASTM D 4491 Sec` EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Pro iect Name: Name of Trained Individual: Date of Inspection: Is this Evaluation following a rainfall Yes No If ves_ date fhe ruin sfenned- InrhPq 1 No. PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? 2. Are all necessary permits attained and special provisions being implemented? 3. Is a construction entrance installed? Is it effective? Is it enough 4. Public and private streets are clean? 5. Areappropriate ractices installed where stormwater leaves the site? 6. Silt fence is entrenched into the round? 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? Terminated to higher round? Property 'oined at ends? 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? 9. The earthwork for erosion and sediment control practices is proper) railed, seeded and /or mulched? 10. Diversions swales and/or waterbars are installed to Ian and protected? 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? (not filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross-bracing and/or stakes are adequate and meet specifications? 15. The fabric, straw, mulch and/or stone is intact without holes or tears? 15. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18.: Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed round has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growing ve etation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed round is ro ressin throw h the project? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been ro erl prepared for seeding? 27. Hard or soft armorin is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. A dumpster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safe) stored and protected? 32. Smaller construction sites not required to file a separate N01 are com I in with the overall Ian? 33. 34. Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks,. and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas._ Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater ninon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent ninon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed fr Date: z w 0 Q w a W w U U 0 cri OCT 0 � O � w � 11 y � • 1 .1 .� � : :Luc 1� 11 I I I DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CYOD C:6 ::4 I -1 (0:%*,Q co Z cmw) a 0 , a Q I_" Z O o w w f24 124 M � &--q .w r 10.-I � H Q C/r) DQ o P4 W 0 (D (�:)) DATE. PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C804.dwg SHEET NO.: 1 1.2 FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Pro iect Name: Name of Trained Individual: Date of Inspection: Is this Evaluation following a rainfall Yes No If ves_ date fhe ruin sfenned- InrhPq 1 No. PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? 2. Are all necessary permits attained and special provisions being implemented? 3. Is a construction entrance installed? Is it effective? Is it enough 4. Public and private streets are clean? 5. Areappropriate ractices installed where stormwater leaves the site? 6. Silt fence is entrenched into the round? 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? Terminated to higher round? Property 'oined at ends? 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? 9. The earthwork for erosion and sediment control practices is proper) railed, seeded and /or mulched? 10. Diversions swales and/or waterbars are installed to Ian and protected? 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? (not filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross-bracing and/or stakes are adequate and meet specifications? 15. The fabric, straw, mulch and/or stone is intact without holes or tears? 15. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18.: Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed round has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growing ve etation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed round is ro ressin throw h the project? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been ro erl prepared for seeding? 27. Hard or soft armorin is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. A dumpster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safe) stored and protected? 32. Smaller construction sites not required to file a separate N01 are com I in with the overall Ian? 33. 34. Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks,. and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas._ Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater ninon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent ninon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed fr Date: z w 0 Q w a W w U U 0 cri OCT 0 � O � w � 11 y � • 1 .1 .� � : :Luc 1� 11 I I I DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CYOD C:6 ::4 I -1 (0:%*,Q co Z cmw) a 0 , a Q I_" Z O o w w f24 124 M � &--q .w r 10.-I � H Q C/r) DQ o P4 W 0 (D (�:)) DATE. PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C804.dwg SHEET NO.: Date: z w 0 Q w a W w U U 0 cri OCT 0 � O � w � 11 y � • 1 .1 .� � : :Luc 1� 11 I I I DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CYOD C:6 ::4 I -1 (0:%*,Q co Z cmw) a 0 , a Q I_" Z O o w w f24 124 M � &--q .w r 10.-I � H Q C/r) DQ o P4 W 0 (D (�:)) DATE. PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C804.dwg SHEET NO.: 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C804.dwg SHEET NO.: 9 0 . I 0 F �F 1. 1C. �E 0 IF T 11E -H A 11 LL T 0 N 1"0 IJ N:T Y S-)'U R V EY 0 R- ... �. . - 1.1.11 ... 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I i--.i I Wlli M fli-111i a ii I - - - . ,�_ I I 1:Ej -Ill- -1 ................. - __._ I-I'' OVERFLOW POND 2 ELEV. - 822.8 - - - - - -11 = 11=11 =111= -11 111-111-111-111 11111- I - .- CROSS SECTION MEW NOTE: SEE POND 2 FOR OVERALL LAYOUT AND ELEVATIONS. I I - ­ . POND #2 OVERFLOW WEIR DETAIL 2 I I NO SCALE I 11 � . ......... . . . . VA"R11011M ,,,,,, I .... 1� I � "I . . .­ r . ­­ ­ � , I., . . . ­ : , . . ; ::, 1. 7 -F.. 1. 7 .'F'. *,��?I' Ii I . . � . LA i It 4 . � . . - i I' . .. .. 'I. _ - , '. - .- ­ 1"�R - ­ ._. _.T p. .t . . . iii_ . .- , ­ y � �,7Z LII:. 1_1 .;..r- � ­ . I � VrL.11' ,7 I .1 I 7 7 ! .6 � t..'L ..% .1 . I t" I . 0 PF` 1C E C.ill !" IT HE - ' 1i" !1-10.N C7:0 , ... It * F L.:: I". t:,I; . . ... ... ... ....... ............. � ... ... .... .. . .. .... ... . ­ , I 0� 777 ) - . ! � .. . i . . .: : I I i I . . 4. .�v .11N I I . III , . -v - Iwd I . :It I i ; . ir 4�3 . .. I. 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E I i .;, Ll . 0 .. . ­ 11 ..�-��i�-,.;"JT,��il..!.r..t"!", w1i�O.C.:v,tf. :1" fit I " SD ­ r" I , !:i - 1.11. &a i, 0 I C.,'01:1 f 4'r ot 0 A. I 0 t � " TOP OF BANK 824.70 100 -YEAR ELEV. 't-,r 0 82Z71 , . � - , ,- ,10 __ NORMAL POOL ELEV. T) 2 , /- ELEV. = 816.50 � 817.50 1(.0 - ... � I ,qt0,"i-�-, -,- 11 _ I EROSION CONTROL MhTTING-j ELEV. = 817.00 !.-I - 00 11. -1/1, /� I I �?Z , BOTTOM ELEV. I - SAFETY & , \ 809.50 1 PLANT I I I , LEDGE I I 1<11/1 �//, K/ � ", / I,/, . I . ''I,/, /, I C805 TYPICAL POND �2 I SECTION NO SCALE ... ... . .. :::::- I. . ! .1 ­­ .... ­­ ­ ........ . ... .. ­ .. .. .. ­ I , . I ............. I .... : I .t V , 9 I . . r. 7.j . .�., : .. I .. ... . . I OF F1 IC E T`H E9 H kaN611 tiYO N C 0 U N T Y S1. t �- P . I & ... ... ­ i .- . ." Y .OR : .. ... . � I'll ........ . I ......... .1. : __... : � ... �.. I .. .... � ....... �� ... . .. : I I i : . 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"' 11 TOP of`0 I . q4: 0.1 . . L It , . ., r ONDITIONSI. Ct.S - .L : I .1 if N , I . ': .. 11 0. It !,:1 � I 0 j.0 : ..,.i 1� Ukticif Abjuarnsi park-�: Pp rtqz:, -1. ­:9 f0 .... . 1w I .. . .1 , K : . ..­ i: ": N I .; i I;: 4 I :. 0 . I f . . ...,; .: � I � t. . : -rf I : - f ;, t � .. ,X . . . I .. : ' 1 .. * 4.' � . . . ...... . :? t. . i , I , ' .. . : I . ... .1. .;: ! FULL 44:'�KT MAN-�HQ*LE_r , ::­4. , , . .. : S7EPSI� AS SPECIFELD, " .1 I ... ". :l' - i: i I : + , : . I I . - . _1 : I . III : "i UONIU i . . ... .. I "...? 5 .4 stiff . .. 4 ... V ­ . .. V I I I ! . :�.. i: : .r.z h­+ ". .. . '.. me. I ! is 11!411 . i ..... : r.!: ii ! t,.: • i, . , i� i , . ?! � . . . a 11 i ....] ­ il i t&f � I .,;I I z.:*1 ..v­ NOTE; ! ..-. 411111101"Nod ;f., - ! � I . I . . w . . I ... _X7 I.- . MANHOLE CON-FORUS I It . , .. : _ . . . ijy I _4 f: I ,:;,,I it I fU ­ il.. TO AvS t M 4 7 0 i I A . .. : ., ­ !!�ij - i ­ i � ­ . ­.. i " -d %:� : If .I . : .... - it " ... ­: • G-RING GASKE7 .i':40N- , It - : ;. ;.. . � .t ! - . a 4. - ASPHALTIC MA-`t EC Gff_ ­Y.,,,�­ - +! ..; I ". . ;.:!; I .1 i . � . . , 1T 1;1 I a P.R .: � . . I t, - � is ZCA UT rj: 4 , ­\ , - 't. I; 'R " r Y L RU BBI ER 3 ICA L I 419­ 01AUET .- - , ...; ­:': 41-.- - , -P I: .;I: IM - _t t 4. It 00.1.141TS, - � (I NCR ZZ, 'SEC.11014 .. : #. I. 11L. I - ; tt , -�"., : . 10, .." I I . ­ : : !: Z4 . ; �L :� I :�; . , ,:.!: i L 001� i,?-: t_: I ­ - .::::t . ! ­ I , : , . : ! . 3 � to p'' I - ! . _ - I I ... � i . T . ... . ' :­ .. I .. � , .. U ­1 t. . I . . � .. ... i"I * H . ? ­ - I' ,,1F - R WE 0 k M fit .f.1 . ­ ...... - I . . ..: � : �­Ii trl:li ... r P ii P.E at D, - el- v t r n I . 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I .1 `;:� .! - .. ... - ... - . �... . t . +.: n 4 . . . !+ ; � :.. - .,. it; I '.A .. : w , : SWOOTH AND 18 R U5.1.11 FINIVIED, ; ; :i .. . . . : . . 4. . t ..., , ­. 1.1.11i.t1­...... 4 tT.!:; i::If+_j . .1 1_. + ". :. . . ­­_ '4 - � _:��. ­.- I - r . . . ;.. . . ; : . I .T ... a' . ..... V7�t_ . . RMNr,rMC*1f, iu.R I :. 11 . .� I:i ­. -.'. ,;: .!:.!. �x­..­4:1 "i.- .. 1:;. : ; i I: . - . :1 I . . � . . . �..:.. ; ,,7 :: * ON :: , � e .; +iii t:; �0- . : �Ie * �ik .. �tl ` i.e i c'. -:,'e . __.�:� *4 V 12- .. ii "! � I PIRLE.C4105:T UAME :4 I., ; t'L.";?­­!j:­ jt*:.?.f�,-; �,iI: I r1' 'I I CLI"k OR ­ 1..-: '_i,_ ... :. ... I .­- .i.. I I ... 0-"*' OR 15" PF i STECTION I '_ - r k1l " -"?' - ... . . � I- . . . ,.I;?,--- .K_ I I : Ir . . i 41 . 131"' MINE MN - . HANHOLE .'DA',aE SET . I , , I is : : . 4 � ! I . I ; : i . i u ! 1k. N I. R'D _�f Ikl'Nr H0 L.E I � I I : : � . . R J &., - i I -, 1 tl- r�) g r i I : I I i : : : : IDRAVING NOT TO SCAM i i 7 I . : . . I . I I! t I . � I It I : � .. ... 0 . .... 1 I . . . .... It i ; ... :: I ­ . . I : I. : .J! 4 .: :. - : I ,,, . 'i. .. il A : � . .. . Itio. 'il�. : . . !. .�. S"' V,J .. ... 0 .. . W. . : I _ 110 ,!." t ­ 00/ I / : .� ., : : V ." : I .. ­ ... . ...... ... � T.I;:::;:;;::i;:t Z . k� ... : � . ! I KENTON C: W.:%'RlP,'f7.H.ikld.:[L:T:lj.'iif ;GOU1N7/' 3 UR V L-'Y t D. F1 - .-- 14 - D --'Vr4-_.3i U _......" . .11". 11 � i � . . i � .1 - � __­. . .. .­ .. . .......11 . . . ...., ... .­­1. : i ri-;;:�:;;:;�:u;�;:;::�;;::::; ­ ... � ... . � .... _­­­ ..­­­­ ­­ I ­1 `_.�. ... ­ ........... . ......".11 .... . ­.1._. 1___!.;­_.­ : I I � � Vi � �-_ Z w M M C) C-.') C) _< �-_ = w 0- M w V) 5-- Li = 6 C-) C) &i CCT =�z I I CD re) u5 0�4 � LILI , . I . - P I - 0 a ij� • • ♦ -w �m : • z: = = � � = Vol 1 . ■ ■ : 1 := (::�? . , _� 4* 51- ;zz 3* 1�zZ 0 00, 11 I so * III C/I 40 9 A44044 DATE: 10 22 08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Q�) t�_�, COPYRIGHTED BY THE SCHNEIDER CORP. (2008) - - - - - - - - - - � I - - - 0 THE SCHNEIDER ORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering ' Environmental Engineering Geotechnical Services GIS * LIS . Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering - DATE: - - - 5622.002 CC) El­ C\2 CHECKED BY: kwk TPG SHEET TITLE: co ltd- DETAILS DRAWING FILES: R: \5k\5622\002\dwgs\Section 2\C805.dwg SHEET NO.: z i I CYD - . I . Z C> a4 z C\2 z� r=� z CCV4 r=) z o C=> (Z> C\2 . :� ��5 = co w 04 F1�4 <V4 M E----q F4 >_ 0­4 EQ E---q o C/D C/D U w a w &-, (=) LO (�D Q0 DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: R: \5k\5622\002\dwgs\Section 2\C805.dwg SHEET NO.: (O (b ) I I * Please see accompanied Aqua -Swirl specification notes. * See Site Plan for actual system orientation. 12 3/4" OD MAX Octagonal Base PIS flan View Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. Bollards shall be placed around access riser(s) in non - traffic areas to prevent inadvertent loading by maintenance vehicles. r-r Manhole Frame & Cover Detail Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 3211 OD grade. HDPE risers can be field (See Detail) cut by Contractor. mall amount of to to support and ianhole frame. DO low manhole frame upon HDPE riser. Swirl Inlet/Outlet 6011 1 For Non - Traffic Areas Only Section AMA NTS iding Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail Varies • Please see accompanied Aqua -Swirl specification notes. • See Site Plan for actual system orientation. 6611 -1 Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. 18" OD Max :d Baffles ial Base Plate Bollards shall be placed around access risers) in non - traffic areas to prevent inadvertent loading by maintenance vehicles. Manhole Frame and Cover by Manufacturer. Rim elevations to match finished (See Details) 3211 OD grade. HDPE risers can be field Grade (Rim) cut by Contractor. Riser ven Varies --L Swirl Inlet/Outlet L3ravei eacKr�ii Place small amount of M 'Risef concrete to support and III III I I I I I level manhole frame. DO III III III I I �I I I I 7\v/ NOT allow manhole frame to rest upon HDPE riser. Manhole Frame & Cover Detail For Non - Traffic Areas Only NTS A wi r n n r r M el AS-4 C S ce t t o ua o a o AQUA -SWIRL STRUCTURE INFORMATION TABLE STRUCTURE NUMBER STRUCTURE TYPE STRUCTURE ALIGNMENT CASTING ELEV. IN /OUT INV. ELEV. IN /OUT PIPE SIZE (IN.) IN /OUT PIPE MATERIAL A02 AS -2 CFD 832.00 826.95 12 RCP A03 AS -4 CFD 824.60 818.00 18 RCP AQ4 AS -2 CFD 827.70 822.67 12 RCP A05 AS -2 CFD 829.10 822.83 12 RCP I AQ3 INLET/OUTLET INV. A r-1 r_% i n 4 n n n AQUA SWIRL No. 3 ORIENTATION DETAIL SCALE: NONE C806 e i A05 INLET /OUTLET INV. � ELEV= 822.83 TC ELEV= 829.10 12 RCP AS -2 12 RCP AQUA SWIRL No. 5 ORIENTATION DETAIL �s SCALE: NONE C806 Section A=A r2 D Standard Detail �C816 AQ2 INLET /OUTLET INV. ELEV= 826.95 TC ELEV= 832.00 A Ge AQUA SWIRL No. 2 ORIENTATION DETAIL 3" SCALE: NONE C806 AQ4 INLET /OUTLET INV. ELEV= 822.67 TC ELEV= 827.70 i AQUA SWIRL No. 4 ORIENTATION DETAIL 5 SCALE: NONE CBO6 Z w M U Q W CL 0 W LO W V D z� o� W rat \+,,, 1. ��- P, .►� 04 a-0200V 11 11 l I 1 DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) Schlni�� r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co CHECKED BY: kwk TPG SHEET TITLE: AQUA -SWIRL DETAILS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C806.dwg SHEET NO.: z w ICY") � z 0 z z ^ z O o W 0 d Q ran tl 1 V 1 w W H O DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: AQUA -SWIRL DETAILS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C806.dwg SHEET NO.: EARTHWORK TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR Length for Minimum Time, ft Time for Longer Length, S PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP CHECKED BY: 1. SCOPE OF WORK REGIONAL WASTE DISTRICT SHEET TITLE: 100 ft 150 ft REVISED 3/1/2007 . 250 ft A. Extent: The work required under this section q consists of all excavating, filling, rough grading 1 Standard specifications of Clay Township Regional Waste P y P 9 450 ft and related items necessary o complete the work y P 3:48 District (the District) and Department of Transportation ( INDOT} shall apply for all work and materials. Sanitary 22. The minimum slope of the sewer shall be: indicated on the drawings and described in the specifications. The Contractor shall notify in 3:46 sewer pipe shall be installed in accordance with Section 715 . writing the owners and the Engineer of any changes, 3:46 of the current INDOT standard specifications handbook. Size of Pipe Minimum Constructed Slope . errors, or omissions found on the plans or in 2 Sanitary sewer gravity pipe, unless pressure rated pipe inch 0.40% the field, before work is started or resumed. 5:40 required per IAC or directional drilled pipe, shall be Polyvinyl 1 0 -inch 0.28% 10 5:40 5:40 Chloride (PVC) in accordance with ASTM D3034 -89 with a 12 -inch 0.22% 1. In general, the items of work to be 7:34 minimum wall thickness designation of SDR 35 and installed per ASTM D2321 -89 specification. PVC pipe used shall be 15 -inch 0.15% performed under this section shall include: 7:34 grooved bell, spigot end, and gasketed. The pipe shall be 18 -inch 0.12% clearing and grubbing, removal of trees and 8:52 made of PVC plastic having a cell classification of 12454B. 11:24 stumps (where required), protection of trees to remain, stripping and storage of topsoil, 3 PVC sanitary sewer gravity fittings shall also conform to 23. The Contractor shall provide measurements of the slope . of the sewer for each manhole section as construction fill compaction and rough grading of entire 9:28 the requirements of the ASTM D3034 -89 specification. All fittings shall be molded in one piece with standard pipe bells, progresses. Such measurements shall be certified b g y a Registered Land Surveyor or Engineer and be available site. 13:51 gasketed elastoimeric joints, and spigot ends. Single piece on -site for observation by the District's Inspector. No more 2. Excavated material that is suitable may be 11:20 molded PVC with standard pipe bells, gaskets, and spigot ends for back -to -back tee wyes are acceptable. Wall than three manhole sections can be constructed in advance of such measurements. used for fills. All unsuitable material and 11:20 thickness of all fittings shall have a minimum designation of . all surplus excavated material not required 19:58 SDR 26. Gaskets for elostomeric joints shall be molded with 24. In the event the Contractor does not meet the shall be removed from the site. The 14:10 a minimum cross - sectional area of 0.20 square inches and minimum slopes,` the sewer section and any other affected location of dump and length of haul shall be 14:10 conform to ASTM F477 specification. sewer sections shall be reconstructed to meet such minimum the Contractor's responsibility. 4 All sanitary manholes shall be precast concrete slopes. 3. Provide and place any additional fill material from off the site as may be 17:00 manholes in accordance with ASTM C478 and Section 720 of the current INDOT standard specifications handbook. 0 -rings 25. Laterals are to be installed with a minimum 14 gouge tracer wire from the wye to the terminus. Upon lateral necessary to produce the grades required. 19:13 shall conform to C443. Double row of Kent Seal or equivalent shall also be applied to all joints and between PManhole completion the contractor for the building or home will P g extend the wire from this terminus to the building cleanout Fill obtained from off site shall be of kind 44:,)-2 riser rings and castings. step spacing shall be no 9 be air adjacent to the building. and quality as specified for fills herein 19:50 more than 16-inches. Manholes shall tested for 10.470 L and the source approved by the Owner. 26:10 leakage in accordance with ASTM C1244 -02, Standard Test 43:37 52:21 61:00 Method for Concrete Sewer Manholes by the Negative Air . 4. The Contractor shall accept the site as he 22:40 Pressure (Vacuum) Test. . finds it and shall remove all trash, rubbish and debris from the site prior to starting 34:11 A. Installation and operation of vacuum equipment and STORM SEWER SYSTEMS excavation. 79:46 indicating devices must be in accordance with manufacturers' . 102:33 27 25:30 recommendations and performance specifications which have 1. ,SCOPE OF WORK . B. Work not included: The following items of I been provided by the manufacturer and accepted by the 72:07 related work are specified and included in other 100:57 District Engineer. The vacuum equipment must be capable of testing the entire The work under this section includes all storm sewers, storm water inlets, and related items, including sections of these specifications: 28:20 manhole, including the casting and riser rings. � excavating and backfilling, necessary to complete the 1. Excavation, grading and backfilling for 53:26 B. With the vacuum tester set in place: 1 Connect the vacuum pump to the outlet port with the work shown on the drawings. g utility lines 1 valve open. - 2 Draw a vacuum of ten (10) inches of Hg. (5 psi) and . 2. MATERIALS . 2. Storm drainage systems 31:10 close the valve. . . A. Storm Sewers 3. Sanitary sewer systems 64:38 C. Accepted standards for leakage will be established from 107:49 129:18 150:43 the elapsed time for a negative pressure change from ten 1. Reinforced concrete sewer pipe shall confirm 4. Streets and paving 34:00 (10) inches to nine (9) inches of mercury. The maximum to ASTM C -76 latest revision, with joints 61:17 76:55 . allowable leakage rate for a four (4) foot diameter manhole � conforming to ASTM C -443 latest revision. 5. Water supply system 179:29 must be in accordance with the following: When storm pipe is submerged Minimum Elapsed Time for a: . 2. BENCH MARKS Manhole Depth Pressure Change of 1 Inch Hg B. Manholes . Maintain carefully all bench marks, monuments and other 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds 1. precast reinforced concrete manhole sections and steps shall conform to ASTM C -478 latest P reference points; if disturbed or destroyed, contractor >15 feet but <25 feet 90 seconds shall contact engineer. revision. 3. REMOVAL 0 F TREES For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in 2. Casting shall be of uniform quality, free A. Remove all trees and stumps from area to be diameter , add an additional thirty (30) seconds to the time , requirements for four (4) foot diameter manholes. For all from blow holes, porosity, hard spots, shrinkage distortion or other defects. They occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as manholes deeper than twenty -five (25) feet, the Engineer will shall be smooth and well cleaned by shot . -blasting or some other approved method. 9 Y PP noted on drawings or approved by the Owner. determine the applicable minimum elapsed .time. . . They shall be coated with asphalt _paint B. All brush, stumps, wood and other refuse from the D. If the manhole fails the test, necessary repairs must be . made. The vacuum test and repairs must be repeated until which shall result in a smooth coating, tough and tenacious when cold, not tacky or trees shall be buried onsite or removed to disposal areas the manhole passes the test. brittle. They shall be gray iron meeting off of the site. Disposal by burning shall not ASTM A -48 latest revision. be permitted unless proper permits are obtained (where applicable ). The location of on site bury E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be 3. Joints - Manhole sections shall be jointed pits shall be designated by the owner or the disassembled and the joint sealants replaced. - with rubber type gaskets. The rubber type Engineer. gaskets shall meet ASTM C -443 latest. F. Manholes will be subject to visual inspection with all revision. When manhole and storm pipe are 4. PROTECTION OF TREES visual leaks being repaired. continuously in water. A. General Protection: The Contractor shall be 5. Butyl rubber coating with plastic wrap shall be applied around each manhole joint from 3inches above to 3- inches C. SUBDRAINS responsible for the protection of tops, trunks and roots of existing trees on the project site below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled 1. Perforated plastic pipe subdrains shall P that ure to remain. Existing trees subject to with precoat plug material. Entire exterior surface of sanitary conform to ASTM F -405. construction damage shall be boxed, fenced or sewer manholes shall be sprayed with a bituminous coating otherwise protected before any work is started; I and all exterior gap exposure of riser rings shall be back 3. APPLICATION do not stockpile within branch spread. Remove plastered or grouted with nonshrink grout. interfering branches without injury to trunks and A. Permits and Codes -The intent of this section of cover scars with tree paint. 6. The manhole chimneys, including all riser rings shall be 'the specifications is that the contractor's bid on sealed using flex rib internal chimney seal manufactured by the work covered herein shall be based upon the 5. HANDLING OF TOPSOIL Cretex, NPC, or a District approved equal. Tie flex rib internal chimney seal shall extend from a minimum of drawings and specifications but that the work shall comply with all applicable codes and A. Remove all organic material from the areas to be 3- inches below the top of the cone section to 3- inches over the manhole casting frame or per manufacturers regulations as amended by any waivers. Contractor occupied by buildings, roads, walks and parking installation procedures if directed otherwise. Internal Chimney shall furnish all bonds necessary to get permits areas. Pile and store topsoil at a location Seal shall be installed after manhole vacuum testing and I for cuts and connections to existing sewers. where it will not interfere with construction operations. Topsoil shall be reasonably free prior to final acceptance. Water test may be done, per manufacturer or Districts recommendation, to provide . . B. Local Standards -the term "Local Standards" as from subsoil, debris, weeds, grass, stones, ect. assurance that internal chimney seal is water tight. used herein means the standards of design and construction of the respective municipal B. After completion of site grading and subsurface 7. The casting elevations are set by plan, however, the department or utility company. utility installation, top soil shall be replaced castings are to be adjusted in the field by the District's in areas designated on the erosion control plan representative should a discrepancy occur between plan grade C. Existing Improvements - Maintain in operating for seeding and /or sodding. Any remaining top and existing grade. New manhole ring(s) and cover shall be condition all active utilities, sewers and other soil shall be used for finished grading around structures and landscaping areas. installed to establish grade. Maximum height of adjusting rings shall be 12 -inch on .existing structure adjustment and drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage . 10 -inch maximum on new construction. to existing active improvements. 6. DISPOSITION OF UTILITIES: 8. Final Backfll for sanitary sewer mains and laterals shall conform I D. Workmanship - To conform to all local, state and to the City of Carmel requirements which read.. national codes and to be approved by all local and A. Rules and regulations governing the respective Final backfill for sanitary sewer mains and sanitary ,ewer service laterals state agencies having jurisdiction. utilities shall be observed in executing all work under and within 5 -feet of pavement shall be B- Bo-row for Structure under this section. Backfill meeting the material requirements of the INDOT and shall be E. Trenching - Lay all pipe in open trenches, except compacted in 6 -inch maximum lifts to not less than 95% Standard .I when the local authority gives written permission B. If active utilities are encountered but not shown Proctor Density for the entire depth of the material placed. The backfill for tunneling. Open the trench sufficient ahead . on the drawings, the Engineer shall be advised for the top 6- inches of the excavation below the start of the aggregate . . of pipelaying to reveal any obstructions. The before work is continued. subbase of the pavement shall be No. 53 Stone meeting the material ' width of the trench shall be the inside pipe C. Inactive and abandoned utilities encountered in requirements of the INDOT and shall be compacted to not less than q P diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to excavating and grading operations shall be 95% Standard Proctor Density. If the standard practice of the utility protect workmen and adjacent structures. All reported to the Engineer. They shall be removed, that has jurisdiction over the installation has a more stringent final trenching to comply with Occupational Safety and plugged or capped as directed by the Utility backfill requirement, the more stringent requirement shall govern. - - . Health Administration Standards. Keep trenches Company and the Engineer. free from water while construction is in progress. D. It shall be the responsibility of each contractor P y 9. The Contractor shall be responsible for verifying- that all state highways, city, and county permits have been obtained Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from to verify all existing utilties and conditions by the developer . prior to start of construction. trench dewatering to drains or natural drainage pertaining to his phase of the work. It shall also be the contractors responsibility to contact 10. Initial asbuilts shall be ted to the ins tin presented inspecting p p g channels. the owners of the various utilities .before work engineer prior to -final submittal to the District .for review, otherwise Contractor shall be required to furnish the F. Special Supports - Whenever in the opinion of the is started. developer's Engineer with a set of prints showing actual Engineer the soil at or below the pipe grade is sewer locations and inverts including lateral location, depth, unsuitable for supporting sewers and appurtenances 7. SITE GRADING: and length. Such asbuilt prints must be received by the specified in this section, such special support, Engineer before the final contract payment can be in addition to those shown or specified, shall be A. Grades: Contractor shall perform all cutting, authorized. Asbuilts shall be submitted per the Districts. provided as the Engineer may direct, and the filling, compacting of fills and rough grading current standard which can be found at www.ctrwd.org. contract will be adjusted. required to bring entire project area to grade as . - I shown on the drawings. 11. The sanitary sewer laterals and stubs termination shall G... Backfilling _' Bedding, haunching, and initial be indicated on the surface with a detectable metal post set backfill for all RCP installations shall be B- Barrow B. Rough Grading: the tolerance for paved areas immediately above the said termination point if - full for structure backfill meeting the material shall not exceed 0.04 feet plus or minus above connection is not immediately made. - requirements of the INDOT. Bedding shall be placed the established subgrade. All other areas shall not exceed 0.10 feet lus or minus the P 12. All sanitary sewer lines upon completion will be required in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch established grade. All banks and other breaks in to a low pressure air test. Said test shall be P P conducted according to ASTM F1417 -92, and shall be minimum. depth of material below the pipe barrel lade shall be rounded at to and bottom. g P witnessed by a District employee or the Districts and a minimum of 3 -inch below the bell. For pipe representative. The testing shall be in accordance with Table sizes 66- inches and larger, the minimum depth of C. Compaction Requirements: 1 as follows with 0.5 psi being added for each foot of water material below the pipe barrel shall be 6- inches. above the sewer line being tested. Sewer lines shall be Bedding, haunching and initial backfill shall be 1. All building pad areas (engineered fill areas) subject to visual leak inspection at downstream manholes compacted in 6 -inch maximum lifts to not less shall be compacted to standards specified with all visual leaks being repaired and subject to televising than 95% Standard Proctor Density for the entire by local and /or state building codes. requests by the District. depth of the material placed. The backfill shall be All fill areas (pad or engineered) shall be I brought up evenly on both sides of the pipe for the compacted to at least 95 percent of the 13. Prior to final deflection test (mandrel test) all mainlines full length of the pipe. Haunching shall extend to maximum dry density (ASTM D- 1557). shall be cleaned and free of any debris. Deflection .tests shall the springline of the pipe. The limit of initial fill should exhibit a maximum dry density be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a backfill shall be 6- inches above the springline. of at least 105 pcf, and have a liquid limit less than 50 and plasticity index of P y * vertical deflection of 5% deflection test results. (*The following are considered non - flexible pipes: concrete pipe, Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final backfill for all less than 25. sandy fill must have less ductile iron pipe, and cast iron pipe). The deflection test RCP installations under and within 5 -feet of than 15% fines passing a #200 sieve. . shall be performed with a nine -point mandrel. Proving rings pavement shall be B- Borrow for structure backfill the the indot shall be available at time of test otherwise no testin will be meeting material requirements of and lifts to 2. For compaction requirements of paved areas, allowed. All mandrel testing shall be witnessed by a 5istrict shall be compacted in 6 -inch maximum not see street specifications. employee or the Districts representative. less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for S. Earth Work Balance 14. The ends of all laterals are to be plugged water tight the top 6- inches of the excavation below the start The Contractor shall confirm all earthwork quantities with a gasketed cap capable of withstanding a low pressure of the aggregate subbase of the pavement shall be prior to start of construction. If an excess or air test without leakage. Laterals shall be subject to visual leak inspection at downstream manholes with all visual leaks No. 53 stone meeting the material requirements of g e of earth is encountered, the Contractor tor shall being repaired the INDOT and shall be compacted to not less than confirm with the Owner and Engineer the requirements 95% Standard Proctor Density. Final backfill for all for stockpiling, removal or importing of earth. 15. Bedding for flexible pipe and rigid pipe shall be No. 8 RCP installations greater than 5 -feet of pavement Minor adjustments to the ma rades be required to g y q crushed stone from 6- inches below to 12- inches above the pipe. Manholes shall be placed on no less than 6- inches of shall be clean fill material free of rocks larger than 4- inches in diameter, frozen lumps of soil, wood or earthwork balances when minor excess material or shortages are encountered. It is recognized by the No. 8 crushed stone bedding. other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard parties hereto that the calculations of the Engineer P 9 16. Water line, utility, and legal drain crossings and Proctor Density for the entire depth of the in determining earthwork quantities shall be ac- separations shall be in accordance with the more stringent excavation. complished in accordance with the American Society of of the two: 327 IAC 3 -6 -9 or the Districts standard . Civil Engineers Standards for such calculations. drawings. H. Manhole Inverts - Construct manhole flow channels Further, that these calculations are subject to the interpretations of soil borings as the physical limits 17. The trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected . of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the of the various soil types, also the allowable variation in finish grade and compaction permitted the contractor, and /or barricaded when left unattended. inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in and that all of these parameters may cause either an excess or shortage of actual earthwork materials to 18. No water shall be permitted to flow into the sanitary, sewer system during construction. Contractor shall utilize a direction by true curves. Provide such channels pump to keep the water level below the pipe. Pump for all connecting sewers at each ; manhole. shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC I. Subdrains -All subdrains shall be of the size made to correct the imbalance of earth. complete the If such an actual minor excess or 3- 6 -20). Any pipe entering existing sewers shall be plugged with JC.r -cW t c [11Ut_l1Urlil.ur bruLcd plug until such Vmc ca yP � P � shown on the plans and shall be constructed to the grades shown_ .A11 drains constructed off -site ns project. all tests on the sewers and all punch list items are part of the outlet drain will be located as shown. complete. , . 19. All sewer laterals installed shall be bedded the same as J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and the main line sewer. conditions pertaining to his phase of the work. 20. Forty -eight (48) hours notice shall be given to' the It shall also be the contractors responsibility to District prior. to the start of sewer construction. Also, 48 contact the owners of the various- utilities before hours notice shall be given prior to doing any testing on the work is started. The contractor shall notify in writing the owners or the engineer of any changes, sewer. ' errors or omissions found on these plans or in the 21. Manhole castin s shall be stamped SANITARY SEWER 9 P field before work is started or resumed. (Neenah Casting R -1772 or East Jordan 1022Z1 GS} and be . self - sealing type. The casting flange shall be 34 inches and K. Contractor to grout joints inside storm the clear opening shall be min. 20- 13/16 inches. Watertight structures where-pipes enter or exit castings shall be bolt -down East Jordan 1022Z1PT and also and between structure and casting. stamped SANITARY SEWER. . STREETS - PAVEMENT WITHIN RIGHT -OF -WAY 1. All streets shall conform to City of Carmel specifications. See Sheet C902. CURB AND GUTTER 1. All curb and gutter shall conform to City of Carmel specifications. See Sheet C902. ASPHALT PEDESTRIAN PATHS 1. All asphalt pedestrian paths shall conform to City of Carmel specifications. See Sheet C902. CONCRETE WALKS AND EXTERIOR STEPS 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions _ Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2"" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. 4. MATERIALS , ' A. Concrete - Concrete shall be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed, concrete shall be no less than 1 -1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have . air entrainment of 5% to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed.. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type ILIA. 2. Aggregates: Conforming to ASTM C -33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Compacted Aggregate Subbase: .Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed rn.:Aerial. Chert shall be limited to a maximum of 8% of the total. Material . shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: SIEVE SIZE % PASSING 1 -1/2" 100 1" 80 -100 3/4" 70 -90 1 /2" 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 5. Placing Concrete A. Subgrade - - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. B. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without sp-ngtng or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. . C. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of the Indiana .D.epartment of Transportation . Specifications latest revision shall be. followed. . 6. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. 7. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compact to 907o compaction using Standard Testing Procedures. The aggregate material shall be tamped with mechanical tampers or with approved hand tampers. DETENTION POND - LINER SPECIFICATION It will be necessary to construct a liner to seal the more permeable silts, sand and gravel seams which were encountered In 3 of the 5 soil borings' . performed across the site. If a natural clay liner is planned, laboratory testing is to be performed on the designated liner material to determine the physical . properties (Atterberg limits and grain size analysis) and the optimum liner compaction criteria. To achieve the recommended compaction of the clay liner, we suggest the liner material be placed and compacted in layers not exceeding (8) inches in loose thickness and at a moisture content at about 2 percent over the soils optimum moisture content. We recommend all clay liner material be compacted to at least 95% of the soils maximum Standard Proctor dry density (ASTM D -698) value. Subsequent to determining the compaction criteria, permeability testing should be performed on remolded samples, compacted to this standard. Laboratory testing should be performed at least one (1) month prior to initiating lining activities. It is recommended that a representative of the engineer be present for inspection of the base and side slopes of the lake(s) prior to and during compaction of the liner materials. The engineer approved clay lining material should be compacted to a minimum of 18 inches thick on the upper two thirds of the side slopes and 24 inches on the lower one third. Typically cohesive soils that are classified as "silty Clay" in accordance to the Unified Soils Classification System (USCS) should attain the permeability requirements fro the clay liner. A compacted minimum of 24 inches approved lining material should be placed across the base of the lake. The clay iner material is to be regularly Y 9 Y sampled and test for conformance to the moisture and Atterberg limits established for the approved liner material(s). Field density and moisture testing should also be performed frequently during construction to establish a correlation between density and field permeability. It is imperative that moisture levels be maintained over optimum as determined in laboratory testing. Only by maintaining this condition will it be possible to approach the zero voids condition and maximize natural liner capabilities. Off -site sources . for clay liner material may be used with approval by the Owner's representative and one -site test.ing engineer. Compaction of the natural liner should be performed by equipment operating up and down the slope. Engineered natural clay liners should not be compacted by equipment operating around the slopes on or near the some elevation. It is important that hydration of the clay liners takes place after installation is complete. This is typically accomplishled by natural rainfall or by application of freshwater at the rate of one quarter gallon per square foot for at least 72 hours. This recommended rate of hydration will help prevent shrinkage and cracking of the clay liner and maintain its integrity. The contractor is to identify and retain (stockpile) the engineer approved liner material for use on sealing the side slopes and bottom of the lake(s). The optimum natural liner material is not be used for other portions of site work prior to verification that adequate resources are available of have been stockpiled. It is important that the stockpiled soils be ' stored in as small an area as possible to retain natural moisture. The contractor should anticipate that additional soil work may be required to bring the liner material to required uniform moisture level. REFER TO PRELIMINARY GEOTECHNICAL ENGINEERING STUDY" FOR "PROPOSED STAFFORD LANE DEVELOPMENT" PREPARED BY THE SCHNEIDER CORPORATION FOR THE DREES COMPANY DATED SEPTEMBER 30, 2006. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED Pipe Diameter In. Minimum Time, min: s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min: s CHECKED BY: kwk TPG SHEET TITLE: 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.3601. 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:,)-2 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 4 z W M 0 U w 0 0 w co w U 0 d7 00 0 o � �� w o III y IN �� \ , ,Q ��iii - ., i --� a P 0 r 1 1 1 . . L.r ,� N �� C 111111 .007L • 0 DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/08 5622.002 co CHECKED BY: kwk TPG SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C901.dwg SHEET NO.: Z cy'D cli P-4 -,C� C;6 z a 0 C" z <4 d � � z Z � z ^ C/Q P-4 z O o CQ W w H O O Q Q M &--q rZ4 R� --,C� c...,) x E-1 Q &.., r,-r'l, cf) C/Q D �U a W E-i O ICJ co DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES: R: \5k \5622 \002 \dwgs \Section 2 \C901.dwg SHEET NO.: City of Carmel Right of Way Paving Policy November 2, 2005 1) General A) The work subject to the requirements of this policy shall include the production, . hauling /delivery, spreading, finishing, compaction and her work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right -of -way for roadways, auxiliary lanes and asphalt multi -use paths. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Jndiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as to relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations 1. After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. 2. Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications iii) Embankments 1. Embankments shall be constructed in accordance with Section 203 of the Standard Specifications 2. All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. 3. Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. 4. Prior to the construction of any embankment the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. 5. Embankments shall be shaped to be well drained and shall be protect to prevent erosion. 6. Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) C) Soil Subgrades i) Subgrades shall be prepared only after the installation of all utilities and subsurface drains indication on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be accordance with the City of Carmel Trench Backfilling Specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections, 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt paving operation are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of Aggregate Base. D. Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. ii) Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate . on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to and on the work site in a manner that minimized segregation of moisture loss. v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall 'be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for_ a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses all be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thickness equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) iv) Equipment for HMA operations, including but not limited to production, hauling /transportation, .laydown, compaction and miscellaneous /ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v) Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi) Widening operations shall comply with the following: 1. The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section 2. The existing pavement adjacent to the widening area shall be sawcut to a clean edge. 3. The subgrade in the widened area shall be compacted in accordance with this policy. 4. Widening mixtures shall comply with the pavement section indicated on the approved construction documents. 5. Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B) Preparation . i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or . foreign materials at the time of placement vii) Tact Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 457 (7•C) or above. The Engineer shall determine the ambient temperature. -There shall be no provision for low temperature compaction allowed bye Section 402.16 . of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. ' I iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient-and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the . paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03 (c) of the Standard Specification. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed .if directed. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in - any way defective shall be removed and replaced. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) E) Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F) Compaction . i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03 (d) of the Standard Specifications immediately after the mixture has been. spread and finished. ii) Rollers shall not cause undue displacement, cracking or shoving. 5) Inspections . A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. E) Where the Engineer determines that it is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thickness of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core . shall show a deficiency greater than one half inch (1/2') in any course or total thickness from the pavement section indicated on the approved construction documents. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their . obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the .approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction or for the means and methods of construction, nor for safety on the job site. G) Work identified to not meet the . requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of the subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due'. 1) Work done contrary to instructions proved by the Engineer shall be considered . unacceptable and subject to immediate removal and replacement in accordance. with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this pollicy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. City of Carmel Concrete Curb Policy January 13, 2006 1) General A) The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved- construction drawings by the City of Carmel Department of Engineering. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right -of -way shall be determined at the -pre- construction meeting. M) Dimensional and other standards for concrete curb shall be in accord aance with the City of Carmel Standard Details. City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications,. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be sub .ect .to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) _ The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing . i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance- with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate N) Under no circumstances shall material other than Base within 14 calendar days. Aggregate Bases that la exposed for Portland Cement Concrete meeting the standards y P 4 a period of time greater than 14 established by this policy be utilized to construct calendar days or experience a measurable rain event concrete curbs within the corporate limits of the City prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. of Carmel. At the discretion of the Engineer, additional roof 9 P rolls may be required. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of 4) Concrete Curb Carmel. 2} Foundation A) General i) This work shall consist of placing concrete A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. . ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed. within the limits of the slope stakes. ii} Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior. to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and. compaction requirements shall be in accordance with Section 203 of the Standard Specifications. curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling /delivery, placing, installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D) Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section, 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of 16-inch. iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specification ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after Gny forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in. accordance with Section 605.04(g) of ' I the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of. ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The-Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed . by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) Such inspections shall not be construed' to relieve the developers' .engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction . documents .by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the resuit of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. City of Carmel Concrete Curb Policy January 13, 2006 (continued) 1) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. vi W M 0 Q w 0- 0 En w Of U 0 Cn 06 Q a � cn � 5; o �1_: I P I y \ 111 I op ..... ,` . •; i i If f • r� : �= O 0 '11S C N .00 0 A44040c, .�N - 777440 P _N 0 � � � DATE: 10/22/08 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2008) �����������������iiiiiiiiiiiiiiiiiiiiiiillillillillI III ii I ^°+ #� • THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering � 7�- - 08/01/08 5622.002 co C\2 CHECKED BY: kwk TPG SHEET TITLE: ca SPECIFICATIONS DRAWING FILES: R:\6k \662 \002 \dwgs \Section 2 \C901.dwg SHEET NO.: z CY**") Cd C�) a 0 -4� C>4�6 a <4 C\. ,2 _<4 Z f:L4 ::2� = Z ^ I---I C/Q d �_� z O °o c\z C) O FZ4 UD F-1 &7_4 � QM >_ & ... q C.) Q �� C/D C/O) CD w w 0 LO cc DATE: PROJECT NO.: 08/01/08 5622.002 DRAWN BY: CHECKED BY: kwk TPG SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES: R:\6k \662 \002 \dwgs \Section 2 \C901.dwg SHEET NO.: