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06030024 Civil Construction Plans Review Plans NFC Rcv. 4/5/2006 DOCS
9 Shamrock Builders Medical Office Project 310 Medical Drivl,; Carmel, Indiana .............. .......... ............ ... ....... .. .... .. .... .. .. .. ...... . .. . . . .. . . . . .. . .. . .. . .. . .. . ... eet, Number Sh e D �cripdon: . ........ .. e ease:".*.! V1 R e "sion �,:...:T..Title::: Sheet. ............ ............. .. . .......... .... ........ .... YraiDhi&�� Sury ToPOL ... . ......... ... 41 1 6 ............. ........... ............... C360 emo n D liUo Plan,, 06::. ... ........ Sit e P1 an.. ...... .. .. ........ .... ....... .. .. .. .. .. ra Ing G d' Plan: ... ... . ... . ...... . .. .... ........ .. .. .. . ............. .. .......... .. .. .. .. .. .. .... ..... .. .. .. .. .. .. .. .. �C3 3 H ghtng:. Plain . ... . .. .. .. .. .... .... .. ..................... ......... . ........... . ........... .. .. ..... .. . MA, Ersion Control:Tlan:�. ............... N bI W16 IN 46061. 0 esN. .... ... /06 ..... ....... .......... ........... o .Erbsion: C ntroL.Details:�... ::4 06: .......... .. .. .. ay U & rw. o ........... . ...... .. .... .... .... . ........ hidianappl* I ...... is ndianal.A620 ... ........ ........... Phonei.: 317-776-5535 ............. .. .. .. .. .. ...... 317 776-5553 .... .. ..... .. .. .. Site S ecifications P ...... Ca I city� utiliti ..... .... es �SEWER .. ........... .. .. . -1 d ::::Ave 760 r .. .... Carm6l: IN!:MO32........ . ........... . Phone.,, 1171��632 9077 .............. .. .. .. . .......... ........... .. .. ...... .. .. . . ........... ........ .. ...... .. .. . ..... . ..... .. .. .. ... .. . ...... ............ ....... Trigh .......... ....... ... .. . .. .. .. .. .. .. .. . ......... Indiahapplist.: ...... ...... ... .. ..... ......... ... .......... 9 Shamrock Builders Medical Office Project 310 Medical Drivl,; Carmel, Indiana . . . .. . . .. . . UTILITIES ..... .. .. .. .. . .. .. .. .. .. .............. .. .. .. .......... ��:�ELECTRIC... nergy.:Tsf . ........ .. ..South.. Guilf rd,. Ro ad ............... .. ............ ............. .. . .... .. Phone, �17. 581 304V ....... ........ �:3 17 581: 3031: ...... -382 5544..... ...... . .. .... . ... ............ . .. .. .. .. ..... .. .. .. .. . ......... . . .... ......... ..... ....... ........ . ... . ...... . .. .... ........ .. .. .. . ............. .. .......... .. .. .. .. .. .. ............. .. .. .. ................ ........... . ... . .. .. .. .. .... .... .. ..................... ......... . P. 0, B :1 700 ... .... .............. . . . . .. . ..... .. .. .. N bI W16 IN 46061. 0 esN. .... ... ............. ............ ............ ............. ...... ........... .............. .. WATER* ....... ...... . . .. ... . ........... .... ...... ....... ... ...... . ........... -nap I di 14::w8terZom. n pany .......... .. .. .. ay U & rw. o ........... . ...... .. .... .... .... . ........ hidianappl* I ...... is ndianal.A620 ... ........ ........... Phonei.: 317-776-5535 ............. .. .. .. .. .. ...... 317 776-5553 .... .. ..... .. .. .. ............ CARMEL... UTILITIES.-.,: ................. ...... Ca I city� utiliti ..... .... es �SEWER .. ........... .. .. . -1 d ::::Ave 760 r .. .... Carm6l: IN!:MO32........ . ........... . Phone.,, 1171��632 9077 .............. .. .. .. . .......... ........... .. .. ...... .. .. . . ........... ........ .. -2642.: ... _:�:TaV.:117 57:1. ....... ......... ......... ............. ...... ............ ....... Trigh .. .. .. .. .. .. .. . ......... Indiahapplist.: ...... ...... ... .. ............ .. .. .. ........... :.,Thone... 317-682-9017. ..... .. ............ . .. ........... . ...... ...... .. .. .. .. .. X*. :317 632 5311 Fa .. .. .. .. ..... .. .. 9 Shamrock Builders Medical Office Project 310 Medical Drivl,; Carmel, Indiana 1) 1____� �- - 833 ,;:� l(1M --(911- Aw \ ei. 7 -v r �� �i w; 'n�W r- �I_ I - - j ��, _ - - r - - ... 11 � 0 ,\. C'. % + 4 r-- 830 .�- �� 1 �,4\ x �,- STM °w. D STM ST1�. ^�- � STM <6' STM x --� 5TM 9�BS" -��STM , a �n `b' u x 1� i 8, �_, STM ---_. . .; y ' 1 � 1 1 I I/ I �" � 1 . . r 9 I�"''� I' ::: i 1\ ^o I I I. I co 1. tI Type Downstream Casting / Top of n1. Pipes 1 . Connection End Section` Casting TELECOMM, MANHOLE I Storm Structures 1 Box 2 O- . p en Grate 828.37 820.17 1 S: 12" 1 I RCP SHRUB 11 - - I I . 1 826.47 1 SW 4" PVC 2 Box 3 Open Grate 827.14 825.69 N: 12" RCP . 11 }, I LIGHT POLE 825.69 W: 12" RCP 3 Box 4 1. Open Grate 827,90 824.75 Wt . :12" RCP 11 11- IRON PIN 824.80 E: '12» RCP I 11 4 Pipe End Outlet None NA 824.73 12" RCP 5 Pipe End 6 None NA 824.73 8" CLAY 6 M1 7 Open Grate 828.27 824.02 S: 8„ C.1 .L11A1. Y 11 1- I 1 e a > e .. 824.02 N. 12" RCP 7 .1111, Manhole Offsite Lid 831,10 823,50 N: 30" RCP STORM SEWER STM 11 . 823.40 S: >30" RCP WTR --- --�- -- 1. I 1. 826.00 W: 18" RCP 1. $ Manhole 7 Lid 830.98 8.25.03 S: 30» RCP 1. 11 I'll. 826.88 SE 12" RCP 1. 825.88 E: 15» RCP 11 825,18 N: 30" RCP 9 Box $ Open Grate >829r40 826.10 SW; 12" RCP 1. 10 828.09 825.99 N: 12" CLAY 1. 825.34 E: 15# RCP 1. 825.34 W: 15" RCP i 1 Curb Box 11 Curb Casting 827.77 825.52 E: 15" RCP 1. 825.52 W: 15" RCP 12 Curb Box Offsite . CI urb Casting 827:68 825.68 W': 15" RCP Sanitary Structure 3 1 Manhole Offsite Lid 826.87 820.47 E: 1- " `JCP 820.57 1 WNW: 8" PVC 822.94 ` 18. NW: 6" PVC 0� 16 rLt, Q�, I xx x �� WTR wT S °09'451 250.06! A X O 0 iv �I It m � I, w M (O i 0 I V o ti o o- �7 Iz]I- I �' 72 .. N 0 � t a 14 �1 _ A 4 / �2 N t, 10 ; ,�_ A D M ___�- ` �v G. � M . R ,WR WTR- \ Co x� 1`01 \ 4A I �_ ----- - -r - �_ -- - -� - - - ---- - - -z-- - - 8m ~� ~_ \ / _____ k 12/ \f - •..- , `o - � ly WTR x� WT6�'t WTR 1 - J __� RrI SCALE UTILITIES 20 0 10 20 40 - - - (_ 82�____ I 1 I % L .--. - ELECTRII Cinery PSI I I 1 1 1441 South GI I > Road (IN FEET) Carmel, IN 46032 i inch = 20 ft. Phone: 317 - 581, 3041 .I L , LL L I 1 I 1. L L L Fax: 317-- 581` --3031 1. TELEPHONE; . tL L 220 N. Meridian Street Indianapolis, Indiana 46204 I I I . I I I L I I 1-8D0= 382 =5544 GAS: Vectren II g1I L I P.O. BOX 1700 Noblesville, IN 46061 . LI 1L L L L L L l I I I 317 -927 -4351 WATER` Indianapolis Water Company 1220 Waterway Boulevard Indianapolis, Indiana 46202 Phone;' 317 -776 -5535 I 11L L Fax: 317 - 776 -5553 IL CARMEL UTILITIES: Carmel. CI I I L Utilities I L WATER & SEWER 764 3rd. Ave. Carmel, IN 46032 Phone 317- 632 -9077 Fax: 317-571 -2642 L LI L L L CABLE: Brighthause Networks L 3030 Roosevelt Avenue Indianapolis, Indiana 46218 Phone: 317 - 633 -9Q77 Fax: 317 - 632 -5311 L I L - ; �' x° _4 __, -, f �+ " +� C 1. i� 4 '_I e I 3. M�� s 7. x. t - .mur -i - ,�:. ii Y 4 Y7 r } 111'r I f `_ r ter. {att3 �t .! `3` j , -"T" - _ i i1 i ; 3 - ! _ 1p,.i .. Sy' t t 1, i g l� ',.-!!'j4 S 5 -,F-, ,. i _ 1r r 1z f { �r• I: = f - r _ ,T r 4 4 Y y3,, y4 ,: � �� (� !y V� i a s / i' cy r i /.' r 1/ i_ 11 *� 3j4ggg gam^ J ti. ! .� a. W. ` , 'J� f t $ ;� :; f : i ter. fq 1 V f: L br' S { r �� r to t.- t '.r 1 . i` , yg" bw' ,Y�4 y jj �K {�4 V. {tai \ ' .v: „ .ii 'ii 1 dI wC J`~ 11 1 IP LEGEND WATER VALE STORM SEWER MANHOLE CURB INLET Q TELECOMM, MANHOLE E ELECTRIC TRANSFORMER FIRE HYDRANT SANITARY MANHOLE SHRUB 11 IGI DECIDUOUS TREE I :CONIFEROUS. TREE 11.1 11 ® ;CATCH BASIN 1. TELEPHONE PEDESTAL }, I LIGHT POLE GUY WIRE cCb UTILITY POLE '0 ` <SIGN 1. e STOP SIGN IRON PIN cv M Gas VALVE O CAS MARKER 0 PARKING STALL ;COUNT ---- --�-�- UGE 1. UNDERGROUND UGE` ELECTRIC UGT UNDERGROUND UGT .11.11 TELEPHONE SAN SANITARY SEWER' 1. SAN e a > e .. W< GAS ---� -- 1 . 1. SAS LIEyE GAS STM STORM SEWER STM 11 . WTR 11 I WATER. Li�E WTR --- --�- -- 1. I RIGHT -OF -WAY 1. I L. PROROSEO FEATURE . Ex�S±ttt6 FEATURE , `o - � ly WTR x� WT6�'t WTR 1 - J __� RrI SCALE UTILITIES 20 0 10 20 40 - - - (_ 82�____ I 1 I % L .--. - ELECTRII Cinery PSI I I 1 1 1441 South GI I > Road (IN FEET) Carmel, IN 46032 i inch = 20 ft. Phone: 317 - 581, 3041 .I L , LL L I 1 I 1. L L L Fax: 317-- 581` --3031 1. TELEPHONE; . tL L 220 N. Meridian Street Indianapolis, Indiana 46204 I I I . I I I L I I 1-8D0= 382 =5544 GAS: Vectren II g1I L I P.O. BOX 1700 Noblesville, IN 46061 . LI 1L L L L L L l I I I 317 -927 -4351 WATER` Indianapolis Water Company 1220 Waterway Boulevard Indianapolis, Indiana 46202 Phone;' 317 -776 -5535 I 11L L Fax: 317 - 776 -5553 IL CARMEL UTILITIES: Carmel. CI I I L Utilities I L WATER & SEWER 764 3rd. Ave. Carmel, IN 46032 Phone 317- 632 -9077 Fax: 317-571 -2642 L LI L L L CABLE: Brighthause Networks L 3030 Roosevelt Avenue Indianapolis, Indiana 46218 Phone: 317 - 633 -9Q77 Fax: 317 - 632 -5311 L I L - ; �' x° _4 __, -, f �+ " +� C 1. i� 4 '_I e I 3. M�� s 7. x. t - .mur -i - ,�:. ii Y 4 Y7 r } 111'r I f `_ r ter. {att3 �t .! `3` j , -"T" - _ i i1 i ; 3 - ! _ 1p,.i .. Sy' t t 1, i g l� ',.-!!'j4 S 5 -,F-, ,. i _ 1r r 1z f { �r• I: = f - r _ ,T r 4 4 Y y3,, y4 ,: � �� (� !y V� i a s / i' cy r i /.' r 1/ i_ 11 *� 3j4ggg gam^ J ti. ! .� a. 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"�� + - . : � � .. �'........ :1NW-:W-- ( IN FEET ) I inch. = 20 ft - - I - - !?--, -- � - - - ? ��` -,, 4r - - - - �Z- - -- \�,�, t-1-, ,c c-,,:, f .- 1_-� - I . , / I , - I -- I "I f, - , ,I- - - I SHALL TREES with narrow crowns (Suitable for tree lawns 3 to 5 feet wide, and under wires.) Acer griseum, - Paperbark Maple %m,elanchier erborec - Shadblow Serviceberry Smelarchier x grand, %flora 'Robin Hill' - Robin Hill Serviceberry I,ornus kouso - Kousa Dogwood Frcxinus pernsyl ✓crncc 'Leprachan' - Leprachan Ash ;fagnouua x quinq epeta 'Galaxy' - Galaxy Magnolia Prunus serrulatc 'Amanogawa' - Amanogawa Oriental Cherry Prunus ✓irginiana 'Canada Red Select' - Canada Red Select Cherry S�orbus harshanica 'Dwarf Crown' - Turkestan Mountain Ash Syringe rot,culotc 'Ivory Silk' - Ivory Silk Japanese Tree Lilac SMALL TREES with broad crowns (Suitable for tree lawns at least 8 feet wide, and under wires.) hcer ccmpestre - Hedge Maple Acer ginncla - Amur Maple ,4cer tortcr.-an - Tartarian Maple �melencnier Ice ✓is 'Cumulus'- Cumulus Serviceberry orpunus corolunicnc - American Hornbeam ercis canadersis - Redbud Chuorcr,thus ✓irpnicus - Fringetree ;; ornus ,M, ifolia - Pagoda Dogwood uaiesia carolinc - Silverbell lAeackua emurensis - Amur Maackia or Mayday Tree ufc/us spp. - Crabapple Varieties *: Centzam, Red Splender, Red Jewel, Van Eseltine, Zumi "See Indiana Urban Forest Council's recommended Crabapple list! F,runus lireiniana 'Shubert' - Shubert Chokecherry Pcbinuo pseuacacia 'Globehead' - Globe Locust Syringe reticu /cte - Japanese Tree Lilac t use - over planted genus MEDIUM TREES (Suitable for tree lawns 6 to 8 feet wide, but not under wires.) Aosoulus x cornea 'Briotii' - Rubyred Horsechestnut ,711rus cordate - Italian Alder hinus glutinoso - European Black Alder Betula more River Birch patina nirc - River Birch oroinus betulus - European Hornbeam lcdrastis kentukec - Yellowwood Faaus syivatica 'Purpurea Tricolor' or 'Roseo- marginota' - Tricolor Beech lea/('sia triocanthos inermis 'Impcole' - Imperial Honeylocust l�oe ;'reuteria ocnicu/cto - Golden -Rain Tree Nyssa sylvct'ca - Sourgum / Blackgum istrya virginuana - Hophombeam Peiloderdro,� cmurense 'Macho' - Male Corktree �uercus robur 'Fastigiate' - Pyramidal English Oak ,u°rcus robur 'Skyrocket' - Skyrocket English Oak Scchcrc japo,nice - pagodatree for-.-to 'Corzomlain' - Carinthian Littleleaf Linden iria x rlcvescens 'Glenleven' - Glenleven Hybrid Linden LARGE TREES (Suitable for tree lawns at least 8 feet wide and not under wires) facer rugrum - Black Maple cer oic,oroides 'Emerald Queen' - Emerald Queen Norway Maple e tis ,aevr�dta 'All Seasons' - All Seasons Sugarberry elt,s ocsidertclrs 'Prairie Pride' - Prairie Pride Hackberry Cercidiphyilum j ponicum - Katsura Tree Corylu3 colurna - Turkish Filbert Eucommia u'moides - Hardy Rubber Tree Focus grandi "oGa - American Beech Fcgus S,vlvotica - European Beech Frcxinus c- -reruccna - White Ash Fraxinus oonnsylvcricc - Green Ash ginkgo 6//003 - Ginkgo (male only) �leditsia triccanthos inerrris 'Moraine' Moraine Honeylocust �Ieditsia triccanthcs ; nermis 'Shademaster' - Shademaster Honeylocust �ym,ncclorus dici a - Kentucky Coffeetree L rioder,cron Vu Ioiiera - Tuliptree Aagnciia acumincta - Cucumber Magnolia r o Jetasequoia g!yptostroboudI - Dawn Redwood Manus x accrijolio 'Bloodgood' - Bloodgood London Planetree Pctanus x ccerifolie 'Columbia' - Columbia London Planetree 131JtG,'7J5 x ocerifolio 'Liberty' - Liberty London Planetree u�rcus ciba - White Oak uercus bicoiar - Swamp White Oak uerais coccinea - Scarlet Oak 4uercus mocrocorca - Bur Oak uercus muerlenbergii - Chinkapin Oak �;uercus ruoro - Northern Red Oak ioxocium jistichum - Bald Cypress i ;'ia c ,oric= 'Redmond' - Redmond Linden ;ilia tome,ntoso - Silver Linden !Jlnus pervifolic * - Chinese / Lacebark Elm !um -is pervifouic 'Dynasty' - Dynasty Chinese Elm 'Lmus 'Pioneer' * - Pioneer Elm 'JIMus x ho/iandiCG* 'Urban' - Urban Elm *Limit use UNDESIRABLE STREET TREES: _ 'Icer r, ndv Acer rubru,m ,acer sacc,7arinum A;iorthus oit�ssimc eCUia pauyrifero Betula pendula fa a" nu.� ongu z'l lia ro -Avrus velutira Clabra �inxae ailoba � vtorus species ea or p,nus species �'vrus caileryaro 'Bradford' �ccu,'us aria =_ PGGUi;,':, �eltoudeS rocuius n..^ra 'Itallca' Landscaping Notes: 1. A minimum of 4" of topsoil shall be placed on all PLANTING SCHEDULE !,,imus .;,mencara areas shown to be hydroseeded. Use suitable topsoil MINIMUM TYPE PLANTING DETAIL from stock —piled site stripping. Topsoil shall be free SIZE Wintergreen Barberry from subsoil, vegetation, weeds or any extraneous or A 5 1.5" CAL/PTER deleterious materials larger than 1", remove any DT unsuitable and excess topsoil, as determined by soils Inkberry Holly engineer, from the site. Furnish any additional Northern Bayberry topsoil needed at no additional cost. 1.5' CALIPER 2. In case of discrepancies between the plan and the DT plant list, the plan shall dictate. American Cranberry Bush 3. All trees shall have a 4' diameter ring covered with a 2" to 3" thick layer of shredded hardwood 6' TALL mulch. Mulch shall be uniform in texture and color. CT O No utility mulch or processed tree trimmings will be - allowed. All planting beds shall have s pre— emergent 24" TALL MIN. Euonymous Compactus Dwarf Burning Bush herbicide per manufacturer's specifications. 4. All plantings are to meet or exceed American standards for nursery stock, 1986 edition, as set forth by American association nurserymen. 5. Plants and all other materials to be stored on site will be placed where they will not conflict with construction and as directed by owner. Q 6. All new landscape plantings shall be guaranteed for a period of two years following final inspection by owner. At the end of this period, plant material termed dead or unsatisfactory by owner shall be replaced at no additional charge by the landscape contractor. 7. All disturbed lawn areas shall be hydroseeded as noted on the plans. f. 8. All plantings beds shall have a spade edge. 9. Street Tree Species Recommendations List (this sheet): The list is provided as a guide to the most 'l appropriate species for street tree plantings in urban areas. There is no single perfect tree; the most successful course is to match the planting site limitations with the right tree for that spot. Each site must be evaluated and possible restrictions of tree species noted. These restrictions include rooting space, soil texture, soil pH, drainage, exposure, overhead wires and surrounding building surfaces. The trees appearing on this list have different requirements and tolerances. All of these species should do well in the urban forest environment of Carmel. Before selecting any particular species or variety, further research should be done to ensure ; that the site would satisfy the specific requirements of the plant. Some of the species or cultivars listed here may not be readily available at local nurseries, particularly in calipers large enough for planting in high traffic areas. Tree shelters and staking may provide limited protection. uercus polustrs PLANTING SCHEDULE !,,imus .;,mencara KEY /NUMBER TOTAL ESTIMATED MINIMUM TYPE PLANTING DETAIL NUMBER SIZE Wintergreen Barberry Japanese Barberry A 5 1.5" CAL/PTER Acer Soccharum Sugar Maple DT Hedge Cotoneaster Inkberry Holly Japanese Holly Northern Bayberry B 3 1.5' CALIPER Cornius Florida Flowering Dogwood DT Norway Spruce American Cranberry Bush Korean Pine C 7 6' TALL Piceas Pungens Colorado Spruce CT O D l 61 24" TALL MIN. Euonymous Compactus Dwarf Burning Bush BU uercus polustrs !,,imus .;,mencara 'y L'inus pumiia Tall Shrubs( 6' or greater) Shrubs( 6' or less) Wintergreen Barberry Japanese Barberry Tatarian Dogwood Boxwood Leyland Cypress Burning Bush Hedge Cotoneaster Inkberry Holly Japanese Holly Northern Bayberry Chinese Juniper Yew Border Privet Flagrant Viburnum Norway Spruce American Cranberry Bush Korean Pine American Arborvitae Burkwood Viburnum KEYS PFJ `NUMBER OF PLANTINGS 1 12 Spireasl 0 Ell N00009'45"W []I f 250.00' 78.5 X 148 SFT, BUILDING FFE = 830.40 Lt-\, 10 Miss Lilacs & 9 Daylillies THIS SHEET ADDRESSES BUILDING BASE LANDSCAPING ONLY SEE SHEETS 3.1 FOR ALL OTHER LANDSCAPING 9 Spireas & 9 Daylillies 1 v 1 54 Bom f r r_ r_ , GRAPHIC SCALE 10 0 5 10 20 P ( IN FEET) 1 inch = 10 ft. i i \(1 \:v L91 0 0 1 o CJI �Io O o Ul v 0 O Q v C4 Q Q v 0 RM —0 -0— Q General Notes: 1. The contractor shall comply with all pertinent provisions of the Manual of Accident Prevention in Construction issued by 1,3'of America and the Safety and Health Regulations of Construction issued by the U.S. Department of Labor. 2. The contractor shall be responsible for locating all existing utilities prior to commencement of work. The contractor shall contact the utilities company at least 72 hours prior to commencement of work. 3. When necessary for completion of new construction, the contractor shall repair any damage to existing features (i.e. paving, utilities, drainage, etc.), which are to remain at no additional cost to the owner. 4. The contractor shall make field adjustments as necessary to provide a smooth vertical and horizontal transition between existing and proposed pavements. 5. All site concrete shall be INDOT Class A 4000 PSI concrete unless otherwise stated on the plans. 6. All site construction, materials, and features (i.e. curbs, walks, paving, concrete, storm drainage features, seeding, sodding, earthwork, etc.) shall be in accordance with all city and state standards and specifications. 7. Concrete walks, paving, and curbs shall have a medium broom finish unless otherwise specified on the architectural plans. 8. The contractor shall conform to all applicable codes and regulations and receive all required permits necessary to construction. 9. The contractor shall field verify dimensions before ordering material. Any discrepancies shall be reported to the owner or his representative and resolved prior to the commencement of work. 10. Roadway dimensions are to face of curb unless otherwise specified. ]MIA BUILDE ' INDIANA UNDERGROUND Call At Least 2 Full Working - Days Before You Dig PLANT PROTECTION SERVICE 1- 800 - 382 -5544 s 'y General Notes: 1. The contractor shall comply with all pertinent provisions of the Manual of Accident Prevention in Construction issued by 1,3'of America and the Safety and Health Regulations of Construction issued by the U.S. Department of Labor. 2. The contractor shall be responsible for locating all existing utilities prior to commencement of work. The contractor shall contact the utilities company at least 72 hours prior to commencement of work. 3. When necessary for completion of new construction, the contractor shall repair any damage to existing features (i.e. paving, utilities, drainage, etc.), which are to remain at no additional cost to the owner. 4. The contractor shall make field adjustments as necessary to provide a smooth vertical and horizontal transition between existing and proposed pavements. 5. All site concrete shall be INDOT Class A 4000 PSI concrete unless otherwise stated on the plans. 6. All site construction, materials, and features (i.e. curbs, walks, paving, concrete, storm drainage features, seeding, sodding, earthwork, etc.) shall be in accordance with all city and state standards and specifications. 7. Concrete walks, paving, and curbs shall have a medium broom finish unless otherwise specified on the architectural plans. 8. The contractor shall conform to all applicable codes and regulations and receive all required permits necessary to construction. 9. The contractor shall field verify dimensions before ordering material. Any discrepancies shall be reported to the owner or his representative and resolved prior to the commencement of work. 10. Roadway dimensions are to face of curb unless otherwise specified. ]MIA BUILDE ' INDIANA UNDERGROUND Call At Least 2 Full Working - Days Before You Dig PLANT PROTECTION SERVICE 1- 800 - 382 -5544 WTR WT r -� i 834 _L --�r- 827 � Z � Structure Type Downstream Casting / Top of SP Inverts Piges IP Inlet Protection C4.0 Connection End Section Casting S F S it t Fence e ce C4.0 Storm Structures 4 C .0 SD edin Details _ Se t C4.0 CT 1 C4.1 Box 2 Open Grate 828.37 Bush Planting Detail 826:17 S: 12 RCP Romp Detail C4.1 SC Stn Curb ad 4 C.1 MC M lithic Walk and Curb b 4 826.7 SW. 4 P VC 2 C4.1 Box 3 Open Grate 827.14 Asphalt Pavin Section 825.69 N: 12 H RCP Sidewalk ails S d Details C4.1 CP Concrete Pie Details C4.2 ES Concrete End 'Sections 825:69 W: 12 RCP 3 4 C. 2 Ba x 4 n .,Open. Grate P- 827.90 u n erdrain Connection 4' 82 .75 „ W: 12 RCP _ _ Mod ifi ed Type A Inlet et C4.2 CO . t �l Clea n Out De a s 4. C 2 824.80 E: 12" RCP 4 Pie End R Outlet None NA 824`.73 12 RCP `5 Pipe End 6 None NA 8 4. 2 73 8" CLAY 6 Manhole. 7 Upe n G r t e 82 8. 27 82 4 . 02 S: 8 ! CLA Y 8 4 2 .02 1 RCP N. :2 7 Man_ h _ C e _ Of fsi te Lid _ 83_1.1 Q _ 823_ . Q ._ RCP:_ N• _3Q 823 .4Q S: 30 H RC P _ _ 826:OQ _ W <1 RC P 8 8 Manhole 7 Lid 830.98 8 25.x3 n S: 30 RCP S 6. 8 2 8 ., 1 RCP SE 2 ' 825 88 <R > E : 5 CP 1__ _ 8 25 18 30 _P _ N : RC_ _ 9 Box 8 Open `Grate 829.40 826.1 Q SW; 127 RCP 10 _ 82 8..09 _ :825.99:.1 _ _ 1 LAY N. 2 _ C 825;34 E: 157 RCP 825.34 W: 15" RCP 11 Curb Box 11 Curb Casting 827.77 825.52 E: 15 RCP 825.52 W: 15" RCP 12 Curb Box Off site Curb Casten 9 ;827.68 825:68. 15 C P Sanitary Structures 1 Mon Offsite Lid 826.87 820.47 E: 8" VCP 820.57 WNW; 8" PVC 822:94 NW: 6 !f PVC GRAPHIC SCALE 0 10 20 ( IN FEET ) i inch = 20 ft. De tail Symbol Sheet Number SR Slotted Riser C4.0 SP I e Protection S o P C4.0 IP Inlet Protection C4.0 DC Riprop Ditch Check C4.0 S F S it t Fence e ce C4.0 CE - Construction " n :Stab le E Entrance an e 4 C .0 SD edin Details _ Se t C4.0 CT Co nifero us _ Tr ee Pl ntio n _De tail C4.1 DT D ec iduous Tree Planting Detail C4.1 BU Bush Planting Detail C4.1 RD Romp Detail C4.1 SC Stn Curb ad 4 C.1 MC M lithic Walk and Curb b C4.1 DE Dum ster Enclosure C4.1 CS ncrete < Paving Section n C4.1 AP Asphalt Pavin Section C4.1 S W Sidewalk ails S d Details C4.1 CP Concrete Pie Details C4.2 ES Concrete End 'Sections C4.2 P B iC Pi a kfill etas Pipe D 4 C. 2 HC Hondicapp Parking r Details C4.2 > uD u n erdrain Connection G4.2 M A Mod ifi ed Type A Inlet et C4.2 CO . t �l Clea n Out De a s 4. C 2 WTR WTR WTR „ y _ , t p +: ,l r -. -. ,;.. :,,_ y •;:::i : Q<a .. _.. �. :.a t,'t -• '.fit_ � �- - Cat` of Carmel TW 1w MORAWAr j. ,, , k.�;; k ?t�Ea:3`tx :.,u,`¢, t; .,. e°+9. � 3i �:;_ :,': ,WAIN•.. •'#'��- -.... �� _ i a, ,.r.k:rt:, /,���' J "4 t "; - ii• ; i r aYYtSi• Y : - -s.' w., .- . :. ..5 � -w:J ,. .�. .. .. _ a:. .. •.�• � _.. t .,`.' yr ....: ,... s .... h i- 4 1. s., ri t• 1 r( � Yi- , 1 ✓ �4 l.r v < -.s r: ! x � r t ` � = " �: •� ._. - -' %t " r +. fig' '• ,,. + �. -« 3 'r F i t' y 4 1 - f 1 l, a f {�< Y. r , ae Y Y -c 4 i l.- �>z .:. fit t gg �a a� ,x. S l s' ,•y f' s: 4 ev , f y�y � t a r S" q / « � r , a ' x, Lo g� t x o+ y a, � s , � - r^ ✓:�:.Z. I •:,F :x+.. -, it.;., ;:.:. - •n•;,.__E : :. gF: �SaBS .i+&�. :� .,.. ....:.:� ,f ..::.', �,'l e�`ri �E q F i 8 i' .v.......Y�.,,,. __.� fir.+ ;. r •, }. -fl 1- - t - "t �i ,•. Jas i -- N GG1'1�Cours r ,` r Ey.. t. jY,[ i 4 .Y t'f:> > rte' a � Location` Ma f. _ �::� P u / 1 1 - 2000 r r r �7� ) PLACE. TOP OF BASE 30 ASM FINISHED GRADE 0 oV 1'3 Anchor bcjlt diameter per # lip T La p r o r: l r t o r ji n rul. Thar e, ream crt,,d bush oppri.. end onty. type t ra fir` ............................................................. . ....... . ........................ . . . ............... . ......... .......... . .......... ....................... ih I b,,T-c shd I be bonded to th dG Ti o ij n, Botturn of rc 8 C n p e r Vot I r n Ccu,:Ipe�r. Wi're Appr.uved n'zvrd ........... ..................................... .......................... c Con c r te Struet a Unsung. L Inverts . ..... .. .. . .......... ............ 'EA4 R.: MAN H . ....... Connec oh End. Section L .. .. .. c uires:::_:..:..:..: Storm +:str� t ............... .......... ...... ........ .... .......... ....... ........... . ............ ........... O pien:Grate. 28,37. 82& 1 T. RCR ......... .. . ..... .. .. . ............... ..... .. .......... ....... ..... ......... .............. 47. .8261 ...... 2 ::B OX: Z27.14: ................ N.:: t . ......... ...... .. ......... . ....... . ........ .. .............. 825 69 W., 12 CP R .. ......... .................. Cr t 75�. W. RCP AP K I ti 0� 'SiTALL: 01 ......... . . .. ........ UGE 824 80 E 12- RC P. L. tt .... .... .... .... E L. E M 1C, WT SAN: SP ........ N one: sm ........ . .. 24*73J: CLAY—— .......... ...... ... 0 .::Open::. Grate.:: .. .... GAS 824.02 �!�� .... ......... . ....... ..... .. . .. .. .. .. .. �STU �02.4,,021: 1101ER L NE an q e:, Off t 831 10 P k34 1W K J .......... ........... . . . .... .......... RCP ........... .......... ................ .......... ... 823 40 S 3. .. .... ... ........ a3O ....... . .......... .... 826+88 SE 12.7 RCP . .. ........ ... .... . ......... . .. ........... ... .................. ............. ....... U45 8&1� ............ ..... . 825 16 W 30,!: :RCP . .. ............ ....... .0 pe ....... ............ .. .... .... ............ S.29.40.: . 826,10 . .. . ......... .... sw .......... . 828-09 82599 .. .. ......... ....... 1 57 ....... .. .. . ........... GL5134 Vl_ PAC Curb:::.Ca, �!:82737 .52 E ............. ........ .. .. .. .. ........ .......... �825 52 w 15.:.:RCP x ...curb...Bo ............ ::Curb:�: Csti 82768 I 5 R.C.P: �y... ruc ........... ............ .. .. .. ........ ....... .. . .......... ... ....... .. .. .. Monholie: ::826 87. 820+47 E Vcp .......... ... ............. ........... .......... . . ....... .. 82aW: ww Pvc ............. ...... �94 NW.��: PV ... ........ GRAPHIC SCALE 20 0 la 20 40 IN FEET 1. inch = 20 ft ----.r L . ..... .. .. . .......... ............ 'EA4 R.: MAN H -TELIECOU !+li�, M E —MEF..'.. ........ .... ............ ..... .. .. .. . 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MUO M, 11 2 - .. - Ir t, LI -Ce"4e V.je�� 11 se,�:dirq I"i-Ailresk it 5_-,I,, i-4 - ! , d wit h lly c ... t. � . �j b1f , 1 .. , o .0 '�'.J M ell � . � . I - �. .; . � -: br .i. _... - 1 PtT . I 44, . I : I I ,I /4 4 E, j�t (ci tt�"A during �FMT f,ldiR s"Hiri. A igil, m�*p!,�1s.1,11y afto".F? 'j��VfZ15.� ce.I.J 04 th-t f.�Jlowinlj hjt..!5:: srMt-O# tl.��!14:s- t ,j . - - - , . - 14), 314 N-� - iiw� -:r,2 Mare than. h t, !"/,aruq!:� y"clue.. iii� it � MANTMANCE .1 I . . :.: Kpil. � h-1r-ufeU-- of o. 4t�7 .. il � tilp V ,ld is 51xie'et;7ifully estot � - 1 It Im . I I p,iir--�O,,qir,aJ"'7�g!j ii�Stmt!,Oy Ofh��-r 1310trrl ew4@nI:,&1 LINII.:: na I n,�j 4 ,, - . . - . I ,� 7 : .: - J ; - ur.. --.ir Je 5uc i�-;s_fiil it-. a d i dlkj d oneer... tv, Oulsil-afefti S4�etfinip , N. 17-ji der--sity w-th rurs rl.ifits "jm-.E_S, and .� t.n., in O* vaorolis: dark I.. - . � � � I - .. . 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V?T��d].4 1-on, �Irlid wil.3 hir�.J,, h h, t ei--p"Vir the a4fe'rted jtvw either lh�I,i ln* ef - n! ime d; r g. c6 ltf� re��m*-6;11.flq and rr1JIC,K.L11J 1:1"ef . .. .. . FJ��V. fp4-&-;M1! tj`W! Sp*dlbed. . - I . Jr :0 ; . . I 1: 4 .�� : p .. � M ;, oc r-urxl.�qdv, *firiq ii,� �Jet;�rrriirq, i,,y,J&:ty c-� ni,itno"14, �!Jetik.� f1i"fir �,r!;-!*Ie.,r,fi-� I",',�r*t-4 -P.-�;Ijjr � ... i i? � 11 i,,c,.,y..hTI.a.-1zA i.jils tf,:f -5VI: %oll t;e V � ., � - .. . , , On "," .As�; . �. �. - I � � . I . - : - :. 5 iv C ID of Cea,ilipe tome ENterif,;1� ciffkle fix -z1.5-s-.'sft"Cc1I - - i . _;_, "! I: .1� , M. - '11 � *A3, & ) � 1 �- itit-lo; 4 4..f1-,Z7,TM- I : �,-, r . . , I I A .� i M , qi�jr.: , (JQ JQ Qe,'.P, fdjM4 t. rv,i i I le-t r:e f!"h -k;r`fC.'Y-.k1e , C .i 110i adA 11111 .+ !�'__ .� 14�.i�l d �,, 0 a ia�i�J")!:Iotji I . f O io,: . A, 4 �.. I I � . _ , i 1, " 4' _`A.TK iTABILI L O N il� 1�' . PRA ,,,'TICfL,, JArI � FE.94 M A, R, 1 _ ._=VM ��t - � _. --.--.- :: A P Int i M A Y J1,11 N E _M�: ===_ - __ _ ..... 1 ........ ==V��": Z:i � I I L `( 'Al �: .. . AtJ 04 i SEP T, 011'�' T, t-4 0`4 0 EC. . , =� �: � � .. . .................... I ,% P F FMA r-,J E N T A ._ - - - i 0 / or-,, / "I, I ", Yl.e/x A"" 0 - *.,i�, I / * : S E E170 I: rl f� � _r I _ - - __ T E M P11) RA Q Y1 B ___� Of 0 J. .r / I I /O C ,,,,, . .. ... I . i 0 Op .� SEEDIL ING� 0 ....... I . � I .. ..... ... - - I/: I.. I... .. .. 1.11. _. __ � :,// �. �... �. - I , I ... - 11 I ... . ... . .. �_ _. - _n: �� ��. �. "'; ..... ___ �: ... � 1� I" ......... ... i ........................................... I ............................. �7 ....... . ........ i ....................................... ... � ............................................................ � .......... � ......... ...... � . ........ ................... � ...... dd�". � .................... ��Joi` Mlid; .�_� LCHIN64", I I., I I � . . - .1 - ... 1. :.kl 4 " ,�.;. i�ii, -3 :3 4. ." A mi� K"El" TUC11 ;: Y R L. U F: IC-� A'S"i 40", TURF T"trPE. 7: # L.I.. FIESCUE 410' I. AW41 IM RYEGRAI 207-1 .... . _... 4 .I,. _ � ... � _... .1 .... - I-. .. I.. I .. ..... .. . M PIE U` O TIC ,15 Cii-Fr ' TRAIN MULCI-1 / A.11r.*F?E L zjz � - 1�1 ( :1H - : % .1 APPLY IN,il I X TIJ i T. F i ... 1. i. R ... AT A RATF r t:� 0 SQ,FT i I .. . .... jF 2 L11843; PER 110,10, ir- ' F . , !: - :; - . _- 3 81 S5.14EL PER; ACRE B __: di`_Ii pa; I I t I i : 'J , K1. '; Qll� ;k 11 ;:� - S. _ , �?. P ` � , t � i. . I; N C = '14H E.A. OF� R, "Y E 27 PD-TcHEIL PER ACPE 01 = Ar-,CNUAL RYECRASS (1 LB.: PER: iHOOO SQ_ FTr . )I E :I":" ,1 * .: -) 1_9 i .� i; -f ` - IR. I DO ID `� 0 M T P 4W t 1 1,41; I:. e,,.'H eg� ... � S.: p E.. - . �!, . . 1� . � _ _ � ... _ _ _P� rl) I'll. � e � � . .. q . . R. . � , i .: . I I I I: .. ;� � � I U , , E " , PW.LJI /` " SEP15"EMBEIR 9 �/ I e-- 9 'r, R1 G A TI.- 1C ,! til. r-- EECEID D1JR1r,.JG ,111 NE, ,!I_]!: Y r, .I "" 1! 5 ,_:, . , 0 - 7 00 IRRA, f,-r',A!F'l (iii-IN tril E EICJEH) F C-1P '.21 N) 3 AIEEE K' SI AF 'I ER APPLY ON G; '5011 � i ., 1 � *, i � L _1 : I .d- 11-1: NOTE A:* E 5 E EDI NG 25H. -ALL H AVE I ]2t- 12- '9 " FER.'T112 .ZER. APF'LIED 4r,�Ii s, fN i�j �. q ' �` *; - P I S S P E'(,` r: I . ). ,,,2[,P111.1r . _ i iJ r i`k,� " :� I _A.Ulm iku-Mi. ...-J. P�: � � ,,��,i., Azi�h��'+I�`Iil'' " ,, E � SEEDING SCHEDULE , 11, 4;,.� �. N;, .5CIAfhLIE"�' . . . I . ..... . I . I'll I I'll, .'''', 11 I � 11 ....: � ., .''...'...'', , I'll-., �11 1�, � �.�" � , , I.. �. � I.. . 1. . ..1 11 11 1.11.11, I'll 11 111. I I , . 11 I I . .. .. ..''. 1 I . ''I'll, 11 � � � � I � , . � � �. '' _ . I .. . � � I— � . . . : . il_�� :_ _ �� , _ _ � � I I I I � : : � _ �.. .1. � � � I - I 11 � 1 � � � I . I � . I , , _ I . _ - ....1. . _ . . . �� 1 11 I . � . . .. . 1. � . � .1 .1. I , � , . �: � � .: � ..., � � _ . �. 1. .. � 11 I � I I .. .. . . .1 1. � .. . . � . . _ .1 ..... � . _ M_. � _ . � � . � I I � � - I . ... - . � a=ock. Biffiders - � _ __ � - �:, �: � � � _ � � :_ '' � � � _ � : ... _. ..... � . ...... � . � � �� I I ..1..:.......1...... ;-.1- , . 0 � _ , ic :.. � � � � � 11 M d": ..:OffiC6:q'..Pr bjeeet I ..... ...'' � � � �.. . � �.......... � . .11 . .................... I ..... .... .... � I I .. I 310..�:.Aedical:. Drive � . � I ., . _ � , � � � , � 1. 11 � � I I � � I 11 CarmeL�..Jndiana:�.. � � � � _ � _ � _ � � � .. ...... t.. lk:,��_O � � � � � ; �: � � � I .'', . � .. I ��� - � � � projeo "... ler.z 1� D.:� I Scott: .BordenllDL��:i P.E. : LSO - . � .11,111, I I I I - , # NGTTE: f--'6-0VFD?S Y , 00T BALL AW NOT W STA IKE IM, 4 iy iii czq�' (CT)CONIFEROUS TREE WWLIWIX11-170 STAKE I A" L 61 M.N19 6 ut I ON v 6i, 5: T - 44KE 2m kk Imo' Uf EARTA-1 FYANVN0 ':- 4 140 MARGIEW 61191!� 1Q.111111-l" D)VE S .ZAWE AS AL 12" Aj DECIDUOUS TREE -PLAP0VV0 -5`0V--L AND; fTR Pudy 61 11-01 1iNE: -1-1,A11411F. A33 NUIR5-DRI" N'10TE: P. UNE '.,3HRUB: AS RECONVENDED BY C.F.OVVER ONLY AFTER THE PLANT H."I's IKEEIN WATERED 61 To THE RANNG SOL NOTED IN 5 ME CWSSES THE MULCH IS Crt-.JLY A SPUIRED 01AVETER 'SEE PLANS At-0 STOIFICAT134 FOR R[P'THER C-CTOV JiN Of X , DINAT.If iC�'C PtE 17 )4RUR Pill T. H Ci E P: NI! 4S AN-11111 A110 RTS FOL]t- rE IN THE UIC'S PYPAI.,�',`AL C,(7VT f.IVEr- (P', T 0 E'AR"A.' kfVLfW J- + ,p F fi`.'i,%G RANT LAIL PLAY75l"V67 L Zt These dimerrsiions -,,)re boj.,d �)-n- o 6" curb ond - holll �)e pro p,ortji--onaly ra.-J.l.uvs-ted for othler curb heights, 14A�1 th rornp. m4ay A 3'- ini'd be use.-I when e-xi'st nq spoce proWits thf-- cxjmsfrocJbn -of the adjacent po-vernent anJ cqutte [in e. T Flie botlorn edge of the curb romp shall be Hush with Me edge of the adjacenf e r Une, Lc-nd nq. oreas k-j( the top ctf curb r.arnpJ shtoll have o rnin-..mor-ni cross ,,ec--fion lope of 1�50- in any dheckn, Where sites con.; a project, pri',dhudes -a fanid'ing. slope of E50 in any dkecUon the lic ipe plerpend�cular t the c�vb- face shh."J11 not 1 r. 5i 10 If C I ro.�p t i a p --, r , , -,c Frechudes C nsRuction as shown, the la n d ing iFire4:i rna6y b e tc,, oi 3'-0' minimurn ond the runring 10pe Or! the Qjrb ramvp may be lncr#tsA to a ml, --,6mum of 10:1 for 6" of RAMP DETAILS NOT TO SCALE FM Oli lu I > F". 6" MENEENEEMENEE1 Irrn inle t sil-- -1, „ . L -C f j16 is - Ii � % rL irtMalbed o -pariar,.p. 1 Spacing shall be 5' o n c u ry e 011me"11111 4 -int.s -sholl be. foo ,tiwn in corl 00, hAR-OW00 STAKE. MENNOMEMMENER� 4=4 All 3 NAAD WRE in the f:jfixi speculaHons, 4:1 tl A; !FiET 1 I-1LLIr. A 6 ' BE v A: 1 1-4 or 4 1',J T F. AfM 4 ;ia STAKE 0 F 5 H 4 L L 6`l-� AL L W n rz Own k v 511 L L 6 l Til-,V i OF 1 0,0 C I ( I (: ob is �-^- ii I 4^0 1`44ATERIVV3,HIALL fez *> > (D CONCRETE PAVING 2' W-01" 11 70 41h 41 :P T EAR Thl 20 DUMPSTER1 ENCLQSMEI PLM; VIIEW', -4> "lop PLAN t (75 AL 12" Aj DECIDUOUS TREE -PLAP0VV0 -5`0V--L AND; fTR Pudy 61 11-01 1iNE: -1-1,A11411F. A33 NUIR5-DRI" N'10TE: P. UNE '.,3HRUB: AS RECONVENDED BY C.F.OVVER ONLY AFTER THE PLANT H."I's IKEEIN WATERED 61 To THE RANNG SOL NOTED IN 5 ME CWSSES THE MULCH IS Crt-.JLY A SPUIRED 01AVETER 'SEE PLANS At-0 STOIFICAT134 FOR R[P'THER C-CTOV JiN Of X , DINAT.If iC�'C PtE 17 )4RUR Pill T. H Ci E P: NI! 4S AN-11111 A110 RTS FOL]t- rE IN THE UIC'S PYPAI.,�',`AL C,(7VT f.IVEr- (P', T 0 E'AR"A.' kfVLfW J- + ,p F fi`.'i,%G RANT LAIL PLAY75l"V67 L Zt These dimerrsiions -,,)re boj.,d �)-n- o 6" curb ond - holll �)e pro p,ortji--onaly ra.-J.l.uvs-ted for othler curb heights, 14A�1 th rornp. m4ay A 3'- ini'd be use.-I when e-xi'st nq spoce proWits thf-- cxjmsfrocJbn -of the adjacent po-vernent anJ cqutte [in e. T Flie botlorn edge of the curb romp shall be Hush with Me edge of the adjacenf e r Une, Lc-nd nq. oreas k-j( the top ctf curb r.arnpJ shtoll have o rnin-..mor-ni cross ,,ec--fion lope of 1�50- in any dheckn, Where sites con.; a project, pri',dhudes -a fanid'ing. slope of E50 in any dkecUon the lic ipe plerpend�cular t the c�vb- face shh."J11 not 1 r. 5i 10 If C I ro.�p t i a p --, r , , -,c Frechudes C nsRuction as shown, the la n d ing iFire4:i rna6y b e tc,, oi 3'-0' minimurn ond the runring 10pe Or! the Qjrb ramvp may be lncr#tsA to a ml, --,6mum of 10:1 for 6" of RAMP DETAILS NOT TO SCALE FM Oli lu I > F". 6" MENEENEEMENEE1 Irrn inle t sil-- -1, „ . 2, Con try ct.lion; -kaints- irtMalbed o -pariar,.p. 1 Spacing shall be 5' o n c u ry e 011me"11111 4 -int.s -sholl be. foo ,tiwn in corl rp,oured hcurb^ to ,,) depth cif rnin, MENNOMEMMENER� 5, Concrete and Qcenient shall be (is in the f:jfixi speculaHons, 4:1 QQ STAND CURB 3" Topsoil! 1II11 22" Back f RI Too[ed Craintrol Joint Broom Finish T 6'* tioi, 53 Ar;-grenate, 4 22" + 7 TU NOTES- Grou rid ,--- 00fill 6 05 VV 1 A x IN 1.4 Wcrv,-,n 1h6re FabT' i J2: .4nslon j.,tf 1, Ex p -int, 4 re requiro�d Irrn inle t sil-- -1, „ . 2, Con try ct.lion; -kaints- irtMalbed o -pariar,.p. 1 Spacing shall be 5' o n c u ry e rcd-6, 4 -int.s -sholl be. foo ,tiwn in corl rp,oured hcurb^ to ,,) depth cif rnin, 5, Concrete and Qcenient shall be (is in the f:jfixi speculaHons, 4:1 REII -- ., IRCIN5 FIBER QQ MONOLITHIC WALK AND CURB 1�11;`J T() SC.ri�,LE r . ...... . PAUG OVER C *4 ATTAO-� - , MAR :2 CAtVANJ4li 7.- " ATZ I.ATCH F.00- - OE N' H41CCE DRILL, CIA, HOLE 2� DE ( ` - t0,"ING R`jD G011, �J-Pelr (T",T .1 U'4EEP 1JX,*AN7 v,';-)[[, WINVE FOUNDAWN (T)V.)v WWPSTER ENCLOSURE WE (MEW FROM KTMOR) IV,101 WHTF RV CITA t— T 1-4' C.-Woof STEEL P;4;r� 27' P44VT � ".57 YEII�OW /40 1�f CRAL Ij "ET PC T W -FFF A t L 4— t (9) DUMPSTER ENCLOS Sw8v 16 SPUT FACE 13LOCK Nk;-& CEDNR PLANK FENC,3113 MAY BE USED ON OAK", AND TYP1M WALL ,..SECif CN: "SIDE", --F THES aVATPON 5 - SE KALLS APE EL04VXX NOT 101.1-518I.E. FF.- 11 7HE 1.,,JT1E'5 J M FRONTING WET; VJr, C'W WALL 'SMALL K Nit MULE, 10 A "TURAL CAP 'AA(x --H FINI, .,R ARCHITEC. 5H Q -;IHALL RE �Atit av 0 R'r� E OWNER) Na, 4 BAR AT 24 -Z 7 its. A-7 w on —C —VU k,'A.V111TY TO BE (VOUTED '501-1a Fl- (-P AL,L CONIVE T 11 f E 40 :.- 12'-6" E';XT- -lie', D, k!-'. 6`l" PORTLAIt4) CEI�,0*1T CQNCR:ETE VII R N NT 161 RA'- EE I E I ITH NYMN T A 7 4:1 REII -- ., IRCIN5 FIBER A; !FiET 1 I-1LLIr. A ................ - 4 1',J T F. AfM 4 ;ia 5 F 5,J -JOr E 0 F 5 H 4 L L 6`l-� AL L W n rz v 511 L L 6 l Til-,V i OF 1 I ( I (: > is �-^- ii I 1`44ATERIVV3,HIALL *> > (D CONCRETE PAVING SECTION, W-01" 11 70 41h 41 :P All 20 DUMPSTER1 ENCLQSMEI PLM; VIIEW', -4> "lop EKILAR D v 12N --n-4 QJ/ I> 46 I ANEIL FENCE EVERLY 1�11;`J T() SC.ri�,LE r . ...... . PAUG OVER C *4 ATTAO-� - , MAR :2 CAtVANJ4li 7.- " ATZ I.ATCH F.00- - OE N' H41CCE DRILL, CIA, HOLE 2� DE ( ` - t0,"ING R`jD G011, �J-Pelr (T",T .1 U'4EEP 1JX,*AN7 v,';-)[[, WINVE FOUNDAWN (T)V.)v WWPSTER ENCLOSURE WE (MEW FROM KTMOR) IV,101 WHTF RV CITA t— T 1-4' C.-Woof STEEL P;4;r� 27' P44VT � ".57 YEII�OW /40 1�f CRAL Ij "ET PC T W -FFF A t L 4— t (9) DUMPSTER ENCLOS Sw8v 16 SPUT FACE 13LOCK Nk;-& CEDNR PLANK FENC,3113 MAY BE USED ON OAK", AND TYP1M WALL ,..SECif CN: "SIDE", --F THES aVATPON 5 - SE KALLS APE EL04VXX NOT 101.1-518I.E. FF.- 11 7HE 1.,,JT1E'5 J M FRONTING WET; VJr, C'W WALL 'SMALL K Nit MULE, 10 A "TURAL CAP 'AA(x --H FINI, .,R ARCHITEC. 5H Q -;IHALL RE �Atit av 0 R'r� E OWNER) Na, 4 BAR AT 24 -Z 7 its. A-7 w on —C —VU k,'A.V111TY TO BE (VOUTED '501-1a Fl- (-P AL,L CONIVE T 11 f E 40 :.- E';XT- -lie', D, k!-'. 6`l" PORTLAIt4) CEI�,0*1T CQNCR:ETE VII R N NT 161 RA'- EE I E I ITH NYMN T A 4:1 REII -- ., IRCIN5 FIBER !FiET 1 I-1LLIr. A 4 1',J T F. AfM 4 ;ia 5 F 5,J -JOr E 0 F 5 H 4 L L 6`l-� AL L W n rz v 511 L L 6 l Til-,V i OF 1 I ( I (: Ai �4 1, IE Ti 197F is �-^- ii I 1`44ATERIVV3,HIALL h VEET Il-olAY. DRY [V-65511T)` (D CONCRETE PAVING SECTION, 110 #/SYD HNIA St.-JEFACE ................. ............. .......... ..................................... ... .... 330 #/SYD 11MA BINDER .01 G" 140. 53 CONWACTED AGGREGATE---.. "V: f EXISTING GROUND 7 F 11.7 H - :7 Eli Ell 7 1 1 -1 E-1 (DASPHALT PAVING SECTIQN, UT i0INT WEF IZ (D SIDEWALK DETAILS if t 1 r.- 11--,; 1" 4., 7 1-41 � W IL. X W irJF OINT F1U.EF!!1;i BF O01`011 FIINIISH A " R �—Evy6i- W1,.4 x, 404 INIC)'VEt- TYPIC'.'AL S! - -ION ANIRE FABRIC REGLURED )f EVIANS1001 XINT SEALANT Z, 11:2 PREFORMED FILLER je"11 PRIED RMED JC0 INT SEALMIT (Ofi--JE RECE FOR TYPICAL SECTIC)IN-1 THOUG-H� J011`%1J- LA tiJ FULL SILICOt--Z J(JI1-,1T SEA In A EARTHWORK engineer for approval.. The fill material shall N. New Sanitary Sewer Construction: Contractor to F. Concrete Curb and Gutter: 3. APPLICATION- SCOPE OF WORK be placed in layers not to exceed 8 inches In record, dimensions of each service line stub from 1. Expansion Joints: Shall be % inch thick A. Permit's and Codes: The intent of this section of A. Extent: The work required under this section loose thIckness and shall be spread and nearest downstream manhole measured. along the premoulded at ends of all returns and a the specifications is that the contractor's bid on consists: of all excavating, filling, rough compacted at the proper moisture content. sanitary sewer main. The locations of manholes maximum spacing of 130 feet. the work covered herein shall be based upon the grading. and related items necessary to G. All fill material in areas outside of building and service lines along with any other construction 2. Contraction Joints: Unless otherwise. drawings and specifications but that the work complete the work indicated on the drawings and pavement areas shall be compacted changes are to be incorporated on the original provided, contraction. Joints shall be Joints shall comply -with. all applicable codes and and described In the specifications. lightly with each lift and protected from construction drawings and "Record. Drawing" spaced 10 feet on center. regulations. Contractor shall furnish all necessary 1. In general, the Items of work to be erosion. Areas of building construction shall prints submitted to the sewer as soon after 3. Finish: Tamp and screed concrete as soon as bonds to get permits for cuts and connections. performed under: this section shall have suit-able fill material placed and completion of construction. as possible. placed, and fill any honeycombed places. B. Existing Improvements- Maintain in operating Include: clearing and grubbing, removal compacted in accordance with, the Soils Finish square corners to Y4 inch radius and condition all active u U*liUes and sewers and other of trees and stumps (where required), Engineer's report, or minimum 95 % standard. other corners to radii shown in plans. pipe system that may be encountered. protection of trees to remain, stripping proctor. PAVING 1. G. Concrete Walks and Exterior Steps C. Trenching: Lay all pipe in open trenches, except and storage of topsoil, fill compaction, and rough of entire site as SCOPE OF WORK The work required under this section 1. Slopes. Provide Y4 inch per foot cross slope. when local authority gives written permission for grading indicated on the drawings. SANITARY SEWER SYSTEMS includes all -exterior concrete and Make ad'ustments in slopes at walk i tunneUng. Provide separate trench for the water at 2. Excavated material that is suitable may be 1. SCOPE OF WORK. The work under this section includes all sanitary + bituminous paving and related items intersections as necessary to provide proper drainage. least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and used for fills. All unsuitable material and sewers, manholes, catch basins, cleanouts, and related necessary to complete the work indicated on 2. Dimensions: Walks and steps shall be one- water lines are impracticable, lay the water pipe all surplus excavated material not items, including excavating and backtilling necessary to drawings and described in the specifications course construction and have widths and on a solid shelf at least 18 inches above the top of required shall be removed from the site complete the work shown on the drawings, starting five including but not limited to: details shown on the drawings. the sewer. and appropriately placed. The location of feet outside the building walls. The ends of sewers -All drives, parking areas in contract 3. Finish: Screed concrete and trowel with. a D. Width of Trench: Excavate trenches 12 inches dump and length of haul shall be the shall. be tightly plugged. or capped at the terminal. limits steel trowel to a hard dense surface after each side of the pipe for proper installation of Contractor"s responsibility. points adjacent to buildings, pending the connecting of -Curbs and. gutters surface water has disappeared. Apply pipe. 3. Provide and place any additional fill all such lines to the building drain as specified in the -Sidewalks and concrete slabs, medium broom tinish and scribe control E. Sheeting and bracing: Sheet and brace trenches as material from off the site as may be plumbing specifications and architectural drawings. exterior steps 2. MATERIALS Joints at 6 foot spacing. Provide Ya. necessary to protect workmen and adjacent necess �h es required., ary to produce t e grad Fill. from be 2. MATERIALS A. Concrete: Concrete shall be ready-mixed and expans J I ion �o'nts where sidewalks intersect structures. All trenching shall. comply with the obtained off site shall of kind A. All gravity plastic sewer pipe and fittings shall be and at a maximum spacing of 48 feet Occupational, Safety and Health Administration and quality as specified for fills herein conform to ASTM 03034, SDR-35. The shall a mix of proportioned fine and coarse between expansion joints. Standards. and the source approved by the Owner. minimum cell classification for P.V,C. and Truss, aggregates with Portland cement and water, 11. Curing Concrete: Except as otherwise specified, F. Water Removal: Keep trenches free from water 4. The Contractor shall accept the site as he pipe shall be 12454-B or 12454-C. Minimum cement content. shall. be 6 bags per cure all concrete by one of the methods described while construction therein is in progress. Under finds it and shall remove all trash, B. ABS -sewer pipe and fittings shall conform to cubic yard of concrete and maximum water in Section 501.20 of the, Indiana Department of no circumstances lay pipe or appurtenances in rubbish and. debris from the site prior to ASTM D2680 or latest revision. If using truss content shall be 5.5 U.S. gallons per sack of Transportation Specifications, latest revision. standing water. Conduct. the discharge from trench starting excavation. pipe, joints shall be gasket type. cement, including moisture in the aggregate. 1. Bituminous Pavement: Hot asphalt concrete dewatering to drains, or natural drainage channels. B. Work not included: The followinLy items of C. Joints for P.V.C. and P.V.C. Truss pipe shall be Slump for normal weight concrete shall be a. pavement shall be as specified in Section 402 of G. Grading Trench Bottoms-, The bottom quadrant of related work are specified and included in compression type flexible gasketed joints. maximum of 4 inches and a minimum. of 2 the Indiana Deportment of Transportation the pipe shall be fully and uniformly supported. other sections of these specifications. 3. APPLICATION 111ches. The slump of machine placed concrete Specifications, latest revisions. Paving will not be The full load shall rest on the barrel of the pipe. 1. Excavation, grading and backfilling for A. Permits and Codes: The intent of this section of shall be no less than 1-1/4 inches or more than 3 permitted during unfavorable weather or when the The trench. may be excavated to a depth. of 4 utility lines. the specifications Is that the contractors bid on inches. Standard test ASTM C-143 shall be used temperature is 40 degrees F. and lolling. inches or more below final grade with sand, 2. Storm drainage systems. the work covered herein shall be based upon the to measure slump. Minimum compressive J. Compacted Aggregate Sub-base: The thickness crushed stone or gravel backfill to bring it back to 3. Sanitary sewer systems. drawings and specifications but that the work strength of concrete at 28 days shall be 3500 pal. shown on the drawings is the minimum thickness pipe laying grade. For a depth of at least 12 4. Water supply systems. shall c . omply with all applicable codes and All exterior concrete shall have air entrainment of the fully compacted sub-base., Compaction inches above the top of the pipe backtill with 5. Streets and paving. regulations as amended. by any waivers. of 5% to 87. by volume per ASTM C-260. shall be accomplished by rolling with a smooth earth or granular material free from large stones, 2. BENCHMARKS Contractor shall furnish all bonds necessary to Retempering of delivered concrete will not be wheeled roller weighing 8 to 10 tons. Compact to roots or frozen clogs. Tamp this, backfill Carefully maintain all bench marks, monuments, get permits for cuts and connections to existing allowed. Concrete shall be composed of: 95% compaction using Standard Testing thoroughly taking care not to disturb the pipe. and other reference: points. It disturbed or sewers. 1. Portland cement-. conforming to ASTM C- Procedures. Along curbs, headers and walls and Backfill. under walks, parking areas driveways and destroyed replace as directed, by engineer. B. Local Standards: the term "Local Standards" as 1.50, Type 1A or type IIA. at all places not accessible to the roller, the streets with granular material only, and tamp 3. REMOVAL OF TREES used herein means the standards of design and 2. Aggregates* conforming to ASTM C-33. aggregate material shall be tamped with thoroughly by approved methods. Trenches A. Remove all trees and stumps from areas to be construction of the Town of Lapel Utilities. 3. Water: Shall be clear and free from mechanical tampers or with approved tampers.. parallel to and within 10 feet of paved roadways occupied b road and surfaced areas. y injurious amounts of oils, acids, alkailds, J i shall also be constructed with compacted, granular Removal of trees outside these areas shall C. Existing Improvements: Maintain in operating organic materials or other deleterious WATER LINES material. only be done: as noted. on. drawings or condition. all active utilities, sewers and other substances. L SCOPE OF WORK H. Tests: Before joints are covered, fill the piping approved by the Owner. drains encountered in the sewer installation. B. Welded Steel Wire Fabric: Where required for The work required under this section includes all with water, opening hydrants or other outlets to B. All brush, stumps, wood, and other refuse Repair to the satisfaction of the owner any concrete reinforcement, shall conform to ASTM cold water distribution lines. valves meter pits, expel air. Test the piping for leakage as required from the trees shall be removed from site or existing damage. A185. hydrants, and related items including excavating by local ordinances. Inspect all joints for leakage burned with proper permits (where D. Workmanship: To conform to all local, state and C. Premoulded. Joint Filler: Shall be non-extruding and backfilling necessary to complete the work and. remedy any leaks. Upon completion of the applicable). national codes and to be approved by all local type meeting ASTM D-544, except that shown on the drawings. The end of water -water lines, flush out the system until the water 4. PROTECTION OF TREES and state agencies having jurisdiction. premoulded joint filler used in concrete walk service lines shall be tightly plugged or capped at runs clear. As soon as the system has been General Protection-, The Contractor shall be E. Trenching: Lay all pipe in open trenches, except construction may be either non-extruding or the terminal paints pending the connecting to all flushed out, it shall be sterilized in accordance responsible for the protection of tops, trunks, when tlie local authority gives written permission s re illent. such lines of the building piping as specified in with the requirements of the water utility. . and roots of existing trees on th *te e project si for turmeling. Open the trench sufficiently ahead D. Bituminous Pavement Materials-, All materials the plumbing specifications and architectural 1. If a horizontal distance of 10 feet cannot be that are to remain. Existing trees subject to of pipe-laying to reveal any obstructions. The proposed for the construction of bituminous drawings, maintained between the water line. and the construction, damage shall be boxed, fenced width of the trench shall be the inside pipe pavements shall comply with Sections 400 and 2. MATERIALS sanitary sewer line, the sewer must be constructed or otherwise protected before any work is diameter plus 24 inches for 12 Inches above the 900 of the Indiana Department of Transportatliol'. A. Polyvinyl Chloride (PVC)-. PVC pipe. materials, of water works grade ductile iron pipe with started. Do not stockpile within branch pipe. Sheet and brace trench as necessary to Specifications. and jointing shall conform to the requirements of mechanical joints not within 10' of either side the spread. Remove interfering branches without protect workmen and: adjacent structures. All E. Compacted Aggregate Sub-base: Shall be the Indiana Plumbing Rules (675 IAC 5) and, "Recommended: water line. injury to trunks and cover soars with tree trenching to comply with Occupational. Safety crushed stone or gravel; Crushed gravel shall: be where applicable, !to Standards J. Utilities. It shall be the responsibility of each paint and Health Administration. Standards. Keep a minimum of 35% crushed material. Fines shall for Water Works" published by the Great, Lakes- contractor to verify all existing utilities and 5. STRIPPING OF TOPSOIL trenches free from water while construction is In be limited, to a, maximum of 8% of the total. Upper Mississippi River Board of State Public I conditions pertaining to his phase of the work. It Remove topsoil to a depth of 6 inches (or progress. Under no circumstances lay pipe or Material shall be free frora an excess of flat, Health and Environmental Managers. shall also be the contra.etor*s responsibility to more if required) from the areas to be appurtenances in standing water. Conduct the elongated, thinly laminated, soft or disintegrated PVC pipe must have the NSF (National contact the owners of the various utilities before occupied by: roads walks, buildings, and discharge from trench dewatering to drains or pieces, and shall be free from fragments coated Sanitation Foundation) seal for potable water and. work is started. The contractor shall notify in parking areas. Pile and, store topsoil at a natural drainage channels. with dirt. Compacted aggregate. shall be graded be rated to withstand the applied pressure. writing the owners or the engineer of any changes, location where 1A will not interfere with F. Special Supports: Whenever in the opinion of as follows or per latest revisions: Solvent-weld fittings are not acceptable. Pipe errors or omissions found on these plans or in the construction operations., Top soil shall be the Engineer, the soil at or below the pipe grade shall meet, or exceed AWWA, C-900, DR18. field before work is started or resumed. reasonably free from subsoil, debris and is unsuitable for supporting sewers and - - SIEVE SIZE % PASSING B. Ductile Iron Pipe: Ductile iron pipe shall meet K. New Water Line construction: Contractor to stones. appurtenances specified in this section.. such 1 100 " - IA" C. AWWA C-1.60 and C-15.1 Specifications. C. Tubing: Shall record dimension of each water stub and valves 6. DISPOSITION OF UTILITIES special support, in addition. to those shown or opper be seamless, annealed from nearest fire hydrant measured along water A� Rules and regulations governing the specified, shall be provided as the Engineer may 1" 80-100 ft copper tubing complying with Federal main, The locations of hydrants and. water valves., respective utilities, shall be observed in. direct and the contract will be adjusted. 3 4 79-90 55-80 Spec ification WW-T799. Fittings shall be I along with any other construction changes are to exectitine all, work under this section. G. Backfilling - No. 8 crushed stone or No. 8 fractured face w rought copper or cast bronze with solder joints. be incorporated. on the original. construction B. It shall be the responsibility: of each. aggregate sball be placed around the sides of the pipe up to the #4 35-60 Solder shall be of a composition recommended by drawings and "Record Drawing" prints shall be contractor to verify all existing utilities and apringline N the outside diameter). This material shall be shovel #13 25-50 the manufacturer of the fittings. submitted to the water utility as soon after condl itions pertaining to his phase of the sliced or otherwise carefully placed and "walked* or #30 12-30 D. Fire Hydrants: Shall comply with AWWA completion of construction as possible. work. It shall also be. the contractors hand-tamped in to ensure compaction of the haunch area and #200 5-10 Specification C-502 and shall !meet local responsibility to contact the owners or the complete filling of all voids. From the springlin. e to.. twelve (12) standards and requirements, particularly as to various utilities before work is started The inches above the crown of the pipe, bedding shall be added mi nozzle diameters and, threads, direction of EROSION CONTROL contractor shall notify in writing the owner or ift (6) inch lifts *walked.* in for compaction. Remain.mg trench 3. APPLICATION opening, and dimensions of operating and. cap . A. Contractor shall at all times insure that erosion control the engineer of any changes, errors, or depth, backfill with earth. or granular material containing stones A. Grading: Do any necessary grading in addition, to nuts. Fire Hydrants shall have o ne pumper and measures protecting existing drainage facilities be in omissions found on these plans or in the field or rocks not larger than four (4) inches. Backtill under and that performed in. accordance with Earthwork two hose nozzle s, a valve op ening not lelss than 5 I - place prior to the commencement of any phase of before work Is started or resumed. within. rive (5) feet of walh, parking areas, drivevays and streets: Section to bring subgrades, after final. inches and a 6 inch inlet connection. Th $ e length construction or land alteration acti ity. Also, it is the vi. C. Where active utilities are encountered but not shall be granular material. only - thoroughly compacted, by compaction, to the required. grades and sections of the hydrant barrel shall be determined by the, contractor's responsibility to ensure all, codes and shown on the drawings, the Engineer shall, be approved methods, for site improvement specified depth of cover over the pipe. ordinances are followed and permits are attained. advised before work is continued, 11. Infiltration- All sanitary severs and laterals shall be air pressure + B. Preparation of Subgrade: Remove spongy and E. Valves: All valves and stops shall have ends D. As soon as areas are brought to finish grade or new D. Inactive and abandoned utilities encountered tested� In. accordance with the latest version of Uni-flell UNI-B-6. otherwise unsuitable material and replace with suited or adapters shall be provided far the drainage facilities are constructed, contractor shall in excavating and grading operations shall be All manholes shall be vacuum tested per the latest version of ASTIi 1244. stable material. No traffic will be allowed. on proper installation in the lines in which they are construct the applicable erosion control measures reported to the Engineer. They shall be 1. Cleaning Sewers: Jet clean all sanitary sewers except prepared subgrade prior to paving. C. Compaction of Subgrade: The first 6 inches located. Valves shall meet local standards, or in required by and delineated on the approved plan or by removed, plugged or capped as directed by building sewers 'with water prior to testing. below the subgrade shall be compacted to at least the absence of such standards, the following local authority. the Engineer. J. Plastic Sewer Pipe Installation: Plastic sewer pipe 100% of the maximum dry density as determined requirements. C. During site construction activity, the contractor shall: 7. SITE GRADING shall be installed in accordance with ASTM by the provisions of AASHTO T-99. Water 1, Valves in cast iron pipe shall be iron body, 1. Construct all perimeter silt barriers, A. Grades: Do all, cutting. filling, compacting of 02321 per latest revision, and no plastic pipe shall shall be prevented from standing on the bronze mounted, disc gate valves 2. Install and maintain clean crushed stone at all: fills and rough grading required to bring exceed a deflection. of 5% compacted subgrade. conforming to AWWA Specification C-500. construction. entrances/exits to the site and any entire project area to subgrade as shown on K. Storm. Water Connections: No roof drains, D. Utility Structures: Check for correct elevation of They shall open in the same direction. as areas used for parking. the drawings. Undercut. open areas 4 inches footing drains and or surface water drains may be all manhole covers, Inlets, valve boxes and, those used. in the local waterworks system. 3. Prevent construction silts from leaving the site at for topsoil. connected to the sanitary sewer systems, including similar structures located 'within areas to be Valve steirms shall terminate in 2 inch all times and place excavated materials away from B. Rough grading: the tolerance for paved areas temporary connections during construction. paved and mark, or have made any necessary wrench nuts. Furnish two (2) keys. any direct drainage flow runoff from the site. shall not exceed 0.10 feet above established L. Waterline Crossing- Where water lines and adjustments in such structures. 2. Valves in copper pipe shall be standard D. Temporary vegetation shall be installed within 7 days subgrade. All other areas shall not exceed sanitary sewers cr*oss and water lines cannot be E. Placing Concrete: brass body, round-way, ground-key stops, following completion of any phase of grading. 0.10 feet plus or minus the established grade. placed above the sewer with minimum of 18 1. Subgrade: Place concrete only on a moist, with T heads. Furnish two (2) keys. E. Contractor shall inspect all erosion control measures Provide roundings at top and bottom of banks inches vertical clearance, the sewer must be compacted subgrade of base free from. loose F. Valve Boxes: Shall meet local standards or in the daily and repair as necessary to prevent erosion. and. other breaks In grade. All open areas constructed of water works grade ductile iron pipe material. Place no concrete on. a muddy or absence of such, shall comply with the following Siltation. shall be removed from: areas where failures shall be graded a minimum of 0.5% and a with mechanical joints not within 10 feet either frozen subgrade. requirements: have occurred. Corrective action shall be taken within maximum of 3-.t slope.. On fill slopes steeper side of the water line. 2. Fo.rms: All forms shall, be free from warp, 1. For iron body valves, boxes shall be 24 hours to maintain all, erosion control.. than 4:1. step or breakup sloped surfaces so tight to leakage, approved standard buffalo-type cast iron, F. Perimeter siltation barriers shall be maintained at all that fill will bond with existing surface. M. Utilities: It shall be the responsibility of ea,ch. enough prevent .. and adjustable shaft boxes. having a minimum times. Maximum lift height shall not exceed 12 contractor to verify all existing utilities and substantial enough to maintain their shape. shaft diameter of 5-1/4 inches. G. At such time that rough grading of the site is complete inches. conditions pertaining to his phase of the work. It and position without: springing or settling 2. For brass body valves (stops) boxes shall be and drainage diverts to inlets, inlet erosion control C. Subgrade shall be proof rolled with suitable shall also be the contractor's responsibility to when concrete Is placed. Forms shall be approved standard cast iron extension measures shall be installed at all inlet structures to equipment, and all spongy and otherwise contact the owners of the various uUlitles before clean and smooth immediately before service boxes, having a minimum diameter keep piping systems free of siltation. unsuitable material. shall be removed and work Is started. The contractor shall. notify in concreting. of 2-1/2 inches and having a lid held in place H. Erosion control. measures, construction entrances, and replaced with suitable material. writing the owners or the engineer of any changes, 3. Placing Concrete: Concrete shall be by a brass or bronze bolt. The castings shall siltation barriers shall, remain In place until a good D. Subgrade for streets and paved areas shall be I errors or omissions found on these plans or in the deposited so as to require as little handling be coated with two coats of coal-tar pitch stand of grass has been obtained and or paving compacted to 100% of standard proctor in the field before work is started or resumed. as practicable. When concrete is to be varnish. Furnish two (2) keys for bolt in operations are complete. After complete vegetative Upper 6" of depth. Depths of embankment placed at an atmospheric temperature of 35 lids. establishment, or paying, all silt in pipes, detention below the upper 6" shall be compacted to degrees F., or less, paragraph 702.11 of the G. Plastic Pipe: Shall conform to ASTM D-224.1- facilities and swales shall be removed within 10 days 95% of standard proctor. Indiana Deportment of Transportation, SDR 21 with flexible elasLomerlic seal joints so that finished grades are met, E. See PAVING section also., Specifications, latest revision shall be conforming to ASTM 0-3139. NSF SEAL OF F. All fill material shall be formed from soil free followed. APPROVAL S11ALL BE STAMPED ON ALL of deleterious material. If so required, prior to PIASTIC PIPE. placement of fill, a sample of the proposed material. shall be submitted to the soils