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07010009 Civil Construction Plans Preliminary NFC Rcv. 1/2/2007 DOCS
OUTLET CONTROL STR. 602 (SEE DETAIL 9/C805) EXISTING EXISTING HAMPTON INN o W1 AX ftKP0A'b bt © D i B 3 N_ 6� AQUASWRL AS4 -CFD I � (SE ,DErae s L 10 /c,�a5) sr �� • 0.559 I I � SEC. 35, T1 8N, R3E C 'U �� p? D��l�[�OOpCUo 222`0 V-J E S T t"nd U" R 0 M S U 0 T E -, 5 0 0 E CHnRUJ`AG0"5 ILLIMOIS 60610. PH: 312=255=9986 FAXPE aA 02°25.3_°9a✓87 CONTACT: Tim Hedges, Elk, ,Ib Tim.He dges, @ THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION 0.; ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. THE WITHIN DESCRIBED TRACT OF LAND LIES WITHIN FLOOD HAZARD ZONE UNSHADED ZONE X AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NUMBER 180081 0208 F AND 180081 0209 F OF THE FLOOD INSURANCE RATE MAPS FOR THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA (MAPS DATED FEBRUARY 19, 2003). The subject tract is 136 (business district). I i Docket # REVISIONS: DATE: BY: DESCRIPTION: PROJECT ENGINEER: GEM CHECKED BY: ALF S. n Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -103'7 317- 826 —'7100 317- 826 —'7200 Fax www.schneidercorp . com 0 Architecture Civil Engineering Environnental Engineering Geotechlical Services GIS * LI: Home Bolder Services Interior )esign Land Surveying Landscap Architecture Transpor,ation Engineering CERTIFIED BY: Gary E. Murray E —MAIL ADDRESS: gmurray @schneidelrcorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEP-S 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 WRIT rEN CONSENT OF THE SCHNEIDER COPPORATION. DATE CHECKED: 12/29 06 © 2006, The Schneider Corporation Ing! I N < I wIIM n I.:1� BM — A bronze plate on a concrete post 1.5 feet above ground on west side of U.S. 31, 0.7f mile south of 131st Street; 83f feet west of the centerline of the sot-thbound lane of U.S. 31, 27f feet'. east . of th.e east edge of pavement of Frontage Road. Disk stamped "HAM G -5" Elevation 867,46 (NGVD. 1929) TB;A 1 — Cut "X" on top of the southeast bonnet bolt of fire hydrant at the southwest corner of the parking lot of Hampton Inn, north side of site Elevation ` = 864,34 (NGVD 1929) TBM 2 — Railroad spike found on the'. north side of powerpole' #068 -607, 65f feet south of Meridian Street, 125± feet east of U.S. 31, 0.5 feet above grade Elevation = 861.93 (NGVD 1929) THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RE PONSIBLE FOR VERIFYING THAT THESE MENTS ARE THE MOST CURRENT I USE. . _ OF JOB No. 5 FILE NAME: S:\5k\5960\001\dwgs\C100-dwg- SHEET OF 16 INDEX, DESCRI.P'- 0N COVER SHEET � SHEET No. C'00 ONE TOPOGRAPHICAL SURVEY SITE PLAN SITE GRADING PLAN C101 C102 C103 SITE UTILITY PLAN C104 STORMWATER POLLUTICN PREVENTION PLAN C801 —C802 STORMWATER POLLUTION PREVENTION DETAILS C803 —C805 GENERAL DETAILS C901 —C902 SPECIFICATIONS L101 LANDSCAPING PLAN & `L)tT,AYL_S L801 —L901 LANDSCAPING DETAILS &-SPECS S. n Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -103'7 317- 826 —'7100 317- 826 —'7200 Fax www.schneidercorp . com 0 Architecture Civil Engineering Environnental Engineering Geotechlical Services GIS * LI: Home Bolder Services Interior )esign Land Surveying Landscap Architecture Transpor,ation Engineering CERTIFIED BY: Gary E. Murray E —MAIL ADDRESS: gmurray @schneidelrcorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEP-S 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 WRIT rEN CONSENT OF THE SCHNEIDER COPPORATION. DATE CHECKED: 12/29 06 © 2006, The Schneider Corporation Ing! I N < I wIIM n I.:1� BM — A bronze plate on a concrete post 1.5 feet above ground on west side of U.S. 31, 0.7f mile south of 131st Street; 83f feet west of the centerline of the sot-thbound lane of U.S. 31, 27f feet'. east . of th.e east edge of pavement of Frontage Road. Disk stamped "HAM G -5" Elevation 867,46 (NGVD. 1929) TB;A 1 — Cut "X" on top of the southeast bonnet bolt of fire hydrant at the southwest corner of the parking lot of Hampton Inn, north side of site Elevation ` = 864,34 (NGVD 1929) TBM 2 — Railroad spike found on the'. north side of powerpole' #068 -607, 65f feet south of Meridian Street, 125± feet east of U.S. 31, 0.5 feet above grade Elevation = 861.93 (NGVD 1929) THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RE PONSIBLE FOR VERIFYING THAT THESE MENTS ARE THE MOST CURRENT I USE. . _ OF JOB No. 5 FILE NAME: S:\5k\5960\001\dwgs\C100-dwg- SHEET OF 16 I I I I U_ � I to D7 En I '� �¢ oM U_ 1= Cn� Z Q Q = J ,--, � M v ,-, M = N 1 N w a_ Z � I YU 2 UJ z� _< a. 0- I Z W M Q 0- ..1 Q = a. Cn Q S89'55'30 "E 145.0' S89'58'42 "E (D) i i STA. 404 +29.8 "K" STA. 50+00.0 "S -5 4" I � 8 cn li'll C) � ff Cl- CONSTRUCTION = LIMIT LINE Q N W ° S8 ' 1'53" 5 .64' J - - - ..t - - 3 - - fit'. :y.� i 1. w z - mm� _____ I �_ - - - .. _ __4 JF_ _W STR - --- --- I - 64-.W'4) - 145 _.- _• : t t= 1" _r :. , 4. 21 =, 4 1 � � ! I. J . I x � TK. 602 .. .. . _. z ..., - OUTLET CONTROL - -r • _ r 1.: _ ,. rr � F I t r t . r t t' S 1'r� 1 : i J 602 �, A U S • . T : !t r I fi. . f. -.?•t L 1 r. F. , � u t. ,.. .J r , , T I 9 C805 - . - - E A _. SE DETAIL _ ,� . . y O - w , 433r D: , > _: - , 5 t- r �' I / / .:� 's h 1 L �.. 7 - `x _ t r 4 r �j d SEE.: DAI (44(77 �. Y f L 14- �M.O 1 r ,�� G, t - 5 7. 1 , /� f 4 , S 1 a t Y T t Z� y Y f.I }, i.4 ! G z =. _ j f h•- � `. z .. 1 .. ._ �. J� r T -, " -: - .. I - - ,G a ( � .. - J. - .. .. ,.. - .. _ . - ., _ - - :� I .: _ _ - -. - __ ... . ".t, .. -_ -.. - ..- � ) r. _ _. . ,. - ,_ , _ Q. BMP STR. 611 ' E 9 0' 10 `� . 10 9• 12 0 - t'` I o o _ _. .'��,��,,. -h . AOUASWIRL AS4 -OFD o' °° B H B p °' :1 .- .. 1 - . , . I-.. - � I - I - . . er 3 , I . I ... .11; - . � � _: .6 (SEE DETAIL 10/C805) 1-1 I . 1• 4• • •' .'• • . •• • • .�J .. a .. • •• i • • .• �'�� • - • • �i i' B G) . . � `�' i_ - • 5.0' C a .: L _�.":_,__. D'''` � 1 r " �" ; - , . . ., I . �v�� , .9, .o' B :, -7 _ ,.,__ 7o , _� i. _.: • PROPOSED ASSISTED UV1N T :.W.�, I - . D -., a: r • , �. "_ :L'�.� '-_J�� . 4 STORY . • �- �, • 639924 SF _ co 5 ' q' ,'h - -.. .� FE=869.25 :' ^ . "` o P n, . � �.>s�� ••' ••- a ... '• .4 14 ''J '� 1.� J i r . 4 1 1LAND� - f l E ' - INST. 6C� - - z al t 1 z ___1 �, B W - U �2 w • • t: j • �_ ♦ Iii t[� 4 r ,s D B B l• p ,�j. ` CD ��- - -, - • • l� o •• , 1•' 6, • �. B 8' ' • ' H y'�"` � I Fro • . 8 - ;. ¢ Y - { y,; .� •' �' C p G _ �soo o /J(I c _P _ D v 8 STEPS ' °' B 5 1 I p oo Y • •� r , , r . '�. 1Fj • [�� 1 • O ° 'r . 1 CONSTRUCTION � !n , o , r i' ' ` � _ -a o • '� LI�11T LINE _ �' v M o k c �1 CV A H Q S t r a K• i\ O� >"' V Q� �.•� - - O 1 r T -ct1 r r i 1 ,s� (� '7 w Q T �.F r I :1' _ -' t •tl t rd. t 's -.a -.-� •• '7 f p ' • �+ j • •• . • 1' `� •' • • I f t F r; A 1 G.: Y t l t J • r4l C) � ',',.L,.�--""�,1:_, _�,,� _'.. 9 " V . :_al' �' - � ,-,-- .- � " * - '�7 - - -- T 111d. * - . �;� , .4 . ffi co 2 Cn Ya o , t $STEPS r i Y % �:%� v' ,.no :af i er •a• �� •� R {I _ r� -�,�" ..4� 'L �, 'mil, - -� Ld �O \I . f ,, __ fly 1 r ' • LJ ��\ x) 1 s r A -r • ^ - V . . `, / ,0/ 11 , W_ •�'{�J'{// 4_.v ": t 1 I{r, �60- • d 14 T '_ O • ,O, 0. �-, �= , > 'ice _ cn H - s t �'` : . . Nd- r x y m s �� �Q �� R30.0' _. , -7, - ,'. '. L -. t��'.:- _. I . �'` q .."I . - '. , -::-' - -, , (= �, ! -, f �_.- , +r 0. T �/� . 1:�`_,__15 ,11,111_� a V 651 1 E � r: � '� i CONSTRUCTION L. I `Zav'F�s O r -_ Q� i d• a _ R�4 / LINT LINE C z814 y = sx= `{i O . > Q 5.0 B •� / 'i A. 4 1 • 11 I LA_ 0 _... •• p A 1 / �` _ �¢ 9 d H' s _� 4; V . ;. f_ ul ,. r /. f i - l ` : / S , ,. , ,1 . ,, •- 8 STEPS , Q . r * a,1 _ � � / 11 F �/V, , . , r t I a I - r �t -t: -, �.,. 1 t r { • F 'z�ti .1 tF - P•� r .�r i�. y .ice irr r: ,, /� I,,,,', r:,t,Z,,,,-,- I . L6 . �..�III_ ,. i F _ 't „t `, .d_ , •••1111 4 Vr ` `k - p 1• •• '•' • • •' F -; , 1 x11 t' I / �� 1. r 11 . 1 �•} f '_ 9 ., a - .. �,. � �� ;_." " � _�, ",) �A - � . 1. -- �:',.;._,.i� - '. �', ' '�t �'� 11 4 . , 11 11 �, - . * _ , _ _L L __ / ..:0 ! `, _ a f L � -♦ ! ` I IF : E r _+ •,' / , In 404 �,,_ L. �_.. - _'l llzll�:. I Y 1 r r _yl 6 , c.� �. ,,:t Y - . , �IQ ,CI H MONUMENT SIGN ,J 1 SEE ARCHITECTURE 45 C `�` °' `R r P a 1 rr 11 f + a , PLANS FOR DETAILS. " :; 4 � ` 2 ,a, 4w 5l. P.T STA. 54 +63.0 r / �� PROJ. N0. 222 (9) - - --a-�. ASP. � r • fi 'r if ! \ r `T -o. - -�_x (END OF PLAN SHEET) y _1 S, -� f 8 X __ 6 / Q L =36.15 (M) I I \ I i ""<\q SO/ S , 10 PLANTING M ,��5.6 , `p\ P R= 301.56 ?S9 STRIP 1, 0� 65 $ F .0 `L r . _>0 J. 61� .202 CONSTRUCTION , (0'� � � X61 LIMIT LINE / � S54 32 52 E 47 Al' (M} P ____���������� MERIDIAN STREET . - - ASPHALT LINE "S-5-K" PER I.S.H.C. PLANS FOR PAVEMENT ST -F PROJECT N0. 222 (9) DATED MAY 1967 DETAIL PAGE 24 Z 0 / / ` 50.00' (D) \ \ � / / / / / CD / LO / . /� / / r / / / P.I. STA 53 +31.3 PK. NAIL FOUND P.C. STA. 51 +75.E / PROJ. NO. 222 (9) / (SEE REPORT) . / / / / / SOUTHWEST CORNER / / NW 1/4, SEC. 35- 18N -3E / (HARRISON MONUMENT FOUND AT ROAD / SURFACE, CO. SURVEYOR'S REFERENCE / TIES INDICATE STONE W/ CASTING) CORE EXISTING MANHOLE PER �TRF SPECIFICATIONS FOR LM854 48 W CONNECTIONS. ' CONSTRUCT INSIDE DROP D A L 2/C804. N89'57'16 "E 96.06' (D &M) 6" PVC SDR35 o SANITARY LATERAL 1. 00 Q 00 °MIN. �- �o r -) U,-) _ D C�• "> -_ � �� Oar a � � '� 0 �1 � 4 #\,<� �� .** ,D°) ,A3 • -: e -� 11. 4 ' � / S88054'48 "W 2656.57' SOUTH LINE NW 1/4 SEC. 35- 18N -3E / / i 1 S89"37'1 6"W 33.65' (D)/ ASPHALT PAVEMENT HOLEY MOLEY SAYS "DON'T DIG BLIND In "ITS THE LAW" CALL 2 WORKIP'G DAYS BEFORE YOU DIG 1 -800- 382 -5544 1 `� I CALL TOLL FREE � PER INDIf.VA STATE LAW IS -69 -1991. 11Q_ ASSU IT IS AGAINST THE LAW TO EXCAVATE C-,4 / MED NORTH WITHOUT NOTIFYING THE UNDERGROUND b � ° SCALE.* � ��= 4O � DAYSTBEFORE COMMENCING WORKING I / . \\, / / / z ,,.,,��/ / / Sp. ASPHALT / / PAVEMENT / "C,- 1 I-, W 3 I = z co W� R; � Ito QV) I I F'' 1 w 1 04 P--� 1 0 0 - � 0 co � Z I W N N I 4- O N p C) z O ✓�_, Z V n 04 1Z w PL. I i SOUTHEAST CORNER NW 1/4, SEC. 35- 18N -3E (RAILROAD SPIKE FOUND 0.3' BELOW ROAD SURFACE PER HAMAILTON CO. SURVEYOR'S REFERENCE TIES) NOo42 1 4 2 a W 40.831 (M) 3 8.91 D SUMMARY TABLE ZONING ON PARCEL: = B6 PROPOSED 4 STORY BUILDING: = 134,706 DRAWN BY: S.F. REQUIRED PARKING: " cc cc . 1 SPACE /BED: AL IL TOTAL 1 BEDROOM UNITS: 56 46 102 P.S. 2 BEDROOM UNITS: 22 16 76 P.S. 1 SPACE / 30 EMPLOYEES: 30 P.S. TOTAL PARKING SPACES REQUIRED: 208 P.S.* PROVIDED PARKING: . . STANDARD PARKING SPACES: 71 P.S. HANDICAP PARKING SPACES: 2 P.S. GARAGE PARKING SPACES: 36 P.S. TOTAL PARKING SPACES PROVIDED: 109 P.�. *BZA DOCKET # 06110002V - REQUIRED PARKING VARIANCE APPROVED 12/18/06. I I - lc-11,4�ltbc(409lowl'I'allimillic(4-00 Warranty Deed Book 312, page 26 Peter C. Spooltra Part of the East Half of the Northwest Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, described as follows: Beginning on the East line of the Northwest Quarter of Section 35, Township 18 North, Range 3 East 1641.00 feet North 00 degrees 02 minutes 42 seconds West (assumed bearing) from the Southeast corner of said Northwest Quarter; thence South 88 degrees 51 minutes 53 seconds West parallel with the South line of said Northwest Quarter 584.64 feet to the Easterly right -of -way line of U.S. Highway 31 per I.S.H.C. plans for Project ST -F -222 (9); thence South 00 degrees 01 minutes 08 seconds West on said right -of -way line 491.61 feet to a point 145.00 feet South 89 degrees 58 minutes 42 seconds East of highway centerline Station 405 +25 (line "K ") for said project- thence South 61 degrees 52 minutes 59 seconds East on said right -of -way line •/0.41 feet to a point 60.00 feet left of centerline Station 1 +75.3 (line S -5 -K) for said project; thence North 67 degrees 12 minutes 02 seconds East on said right -of -way line 165.69 feet to a point on the Northwesterly right -of -way line of Meridian Street (former U.S. Highway #31, per I.S.H.C. Project No. 222 Section B, dated 1931; thence South 54 degrees 32 minutes 52 seconds East 50.00 feet to the centerline of said MeridiG,i Street; thence North 35 degrees 27 minutes 08 seconds East on said centerline 567.46 feet to the East line of said Northwest Quarter; thence North 00 degrees 02 minutes 42 seconds West on said East line 38.91 feet to the place of beginning, containing 4.926 acres, more or less. Excepting that part conveyed to the City of Carmel by Warranty Deed dated August 19, 1999 and recorded September 17, 1999 as Instrument No. 199909954959 described as follows: A part of the East Half of the Northwest Quarter of Section 35, Township 18 North, Range 3 East, Hamilton County, Indiana, being that part of the land described in Deed Record 312, page 26, as recorded in the Office of the Recorder of Hamilton County, Indiana, lying within the proposed right -of -v iy depicted on the attached Right -of -Way Parcel Plat of Parcel 116 -7W of the City of Carmel of Project 97 -04, c'asc;ribed as follows: Coy nmencing at the southeast corner of said quarter section; thence North 1 degree 02 minutes 41 seconds East 1,641.00 feet along the east line of said quarter section to the northeast corner of the owner's land; thence South 89 degrees .37 minutes 16 seconds West 33.65 feet along the north line of the owner's land to the northwestern boundary of Old U.S. 31 and the point of beginning of this description; thence South 3E degrees 34 minutes 49 seconds West 206.86 feet along the boundary of said Ofd U.S. 31 to the point designated as point "27511 on said Right of Way Parcel Plat; thence North 20 degrees 42 minutes 15 seconds East 110.86 feet to the point designated C's point "253" on said Right of Way Parcel Plat; thence Northwesterly 64.33 feet along on crc to the right Ind having a radius of 114.00 feet and subtended by o long chord having a bearing of North 10 degrees 52 minutes 33 seconds West and a length of 63.48 feet to the north line of the owner's land; thence North 89 degrees 57 minutes 16 seconds East 96.06 feet along said north line to the point of beginning and containing 0.145 acres, more or less. TLTP - I f (a I '' E I q I T�) - __ ENENNNNN� � Existing Utility Pole '--������ Existing Trees X X Existing Fence \\\\\\\\ Pavement Within Rig;it of Way Heavy Duty Pavement .10 - . __ . , . . :- :t - ..*.: .,*.. *. .. - ... . 9 " . ...-..- * ', A ' '. " ;.4 .:'* -, Concrete Pavement Q 6" Straight Curb X C80X Q Landscape Area (Z) Curb &Walk X x C80X C80X X Q Walk I CBOX Q Handicap Ramp X C80X Q Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLANS) G Handicap Parking Sign X N X C80X C8oX � - (2) Light Duty Pavement Q Pavement Striping . I Gazebo (D Dumpster Q Existing Fence To Be Removed Q Existing Asphalt Drire To Be Removed Q Existing Stone Bldg. To Be Removed Q Existing Foundation Remains To Be Removed Q Curb Taper U<v, Existing Tree To Be Removed Ck""k - �141;� I 11" Existing Tree To Remain - ___1 moon JnF . ___ __ 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE . TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL N011FY IN WRITING THE OWNER AND THE E14GINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS S_I ARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CO NTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. • 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. 66 CD co LLJ \ \����� � ��\\ \S, • 01 ��� 10 . •. `*`* Z_ � . z::-: ` i J f 1 � • ��_ �w1. T T ' i J' , ... •. ��`� S�, *1 i i i M 1/ / / /II1H111111t111111�X DATE: 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. (2006) Ill - ins G- 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 Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS . Home Builder Services Interior design Land Surveying Landscape Architecture Transportation Engineering DATE: I . I 1. � 12/29/06 o DRAWN BY: = � 01 RJS ! " cc cc . w w In4 DRAWING FILES: �., Jr'))..1�cfu ,CT i \\bwg5 �iL I u i .6wg co 1� El CD U {��J C� am 11 .. w : . w L � _H w C23 U U� :Z; E-4 U . . o 04 .1 W C/-) W \T / /wJ\ M o CD a-.) 1 q . . � 9 . O . W F w &..q 06 04 Z M - `-' M �Z) V j o � U) U� �D : F=4 O M F I . • = Z ix C) CQ cat . . O U DATE: I PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS ! ALF SHEET TITLE: SITE PLAN DRAWING FILES: �., Jr'))..1�cfu ,CT i \\bwg5 �iL I u i .6wg XREF: S:\5k\5960\001\dwgs\TTitIe1.dwg XREF: S:\5k\5960\001\dwgs\5960001S.dwg XREF: S:\5k\5960\001\dwgs\001bs.dwg SHEET NO.: am /r i i i i i i IN .In" NO 11�> ASSUMED NORTH SCALE: 1"=40 HOLEY MOSEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER 'NDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. -- Existing Storm Sewer 1. ALL GRADES AT BOUNDARY SHALL MrET EXISTING GRADES. ■ 0 New Storm Structure 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO SHEET TITLE: , w DRAWING FILES: :'\3K \39ti0\U01 \dwgs \C102.dwg VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING - - - - - - - - - - - - Subsurface Drain (ssn) SHEET NO.: TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF CID Existing Sanitary Sewer THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR — cl�7 Nevi Sanitary Sewer EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF W F, (Laterals are shown for reference only) wo ANY CHANGES, OMISSIONS, OR ERRORS FOUND. ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR / --- 835 Existing Contour 0 RESUMED. Existing Elevation 3 �S • INDIANA ALLCIA PLYOFOR�ALL SANITARY SE JERMAND STORM �— R35 - — Proposed Contour SEWERS. � 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 000.00 Proposed Finish grades CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 000.00 iC 000.00 GUT Proposed Finish Grades 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE (TC--Top of Casting /Curs; GUi= Gutter/Rim) PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. ADA Accessible Route STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 000 Swale Flowline(o 7. REMOVE AND BACKFILL ALL AREAS MERE ANY FIELD TILE F1 ow Arrow CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER Existing Water Main SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY � Existing Fire Hydrant CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 � Existing Water Valve PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D- 1557). � Existing Utility Pole 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE Existing Trees LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2 %) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. X X_ Existing Fence 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2 %). NOTE: See erosion control sequence on sheet C801 for pre — construction through post — construction requirements. TOPSOIL NOTE: ALL TO'SOIL SHALL BE REMOVED TO A DEPTH OF 6 INCHES OR AS OTHERWISE INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY TOPSOIL CAPABLE OF BEING USED ON —SITE MAY BE STOCKPILED ON —SITE IN LOCATION DESIGNATED BY O*ER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF —SITE AT NO ADDITIONAL COST TO OWNER. TOPSOIL STOCKPILES PLACED ON SITE SHALL BE TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE COMPLETION. BM — A bronze plate on a concrete post 1.5 feet above groul,d on west side of U.S. 31, 0.7± mile south of 131st Street, 83± feet west of the centerline of the southbound lane of U.S. 31, 27± feet east of the east edge of pavement of Frontage Road. Disk stamped "HAM G -5" Elevation = 867.46 (NGVD 1929) TBM 1 — Cut "X" on top of the southeast bonnet bolt of fire hydrant at the southwest corner of the parking lot of Hampton Inn, north side of site Elevation = 864.34 (NGVD 1929) TBM 2 — Railroad spike found on the north side of powerpole #068 -607, 65± feet south of Meridian Street, 125± feet east of U.S. 3.1, 0.5 feat above grade Elevation = 861.93 (NGVD 1929) \`������111111111lIlllll////j/ sA � A � � /�lllll �I I1f11111����� DATE: 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. (2006) THE SCHNEIDER CORPORATION Historic - Fort Harrison 8901 Otis Avenue Indianapolis, IN .46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schn eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS..* LIS Home. Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: � 12/29/06 a DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: , w DRAWING FILES: :'\3K \39ti0\U01 \dwgs \C102.dwg XREF: S: \5k \5560 \001 \dwgs \7tle1.dwg C:) XREF S: \5k \560 \001 \dwgs \001bs.dwg SHEET NO.: w 0 CID H Cn w W F, � wo LO 0 cta w `YD o • �:D w co � o ctt 0 DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: , GRADING PLAN DRAWING FILES: :'\3K \39ti0\U01 \dwgs \C102.dwg XREF: S: \5k \5560 \001 \dwgs \7tle1.dwg XREF: S: \5k \5960 \001 \dwgs \5960001S.dwg XREF S: \5k \560 \001 \dwgs \001bs.dwg SHEET NO.: l I OUTLET CONTROL (SEE DETAIL 9 /C8( BMP STR. 6 AQUASWIRL (SEE DETAIL CONSTRUC LIMIT LINE i i i W ins ti 1. IT SHALL BE THE RESPONSIBI! 'TY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINIP'G TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR E''RORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL STORM SEWERS AND CRTWD FOR ALL SANITARY SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT VECTREN ENERGY DELIVERY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION I(S TO BE COORDINATED WITH GAS COMPANY (776- 5534). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY, 9. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON THIS PROJECT. and location of utilities are per plans and locations provided by the respective utility companies. onstitutes some, if not all, of the utility companies which may provide service in the area of, the subject project, based upon the information available through such plans and locations, al visual inspection. All utility companies should be notified prior to any excavaticn .or field :es and verification of size and nature of services. i i ASSUMED NORTH SCALE.* 1"=40 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- X00 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE 4THC'JT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. H.I�C�IETi�rD - .- ....��.._oe_..m. / Streets Electric Water ue SW Carmel Utilities 760 Third Avenue SW Duke Energy 16475 Southpark Drive Carmel Utilities 760 Third Avenue SW 46032 Carmel, Indiana 46032 Westfield, Indiana 46074 Carmel, Indiana 46032 t (317) 571 -2444 (317)896 -6711 (317) 571 -2444 Delivery Telephone Storm Sewer Utility &Drainage Esmt. 611 Ameritech Carmel Utilities Existing Water Main na 46060 220 North Meridian Street 760 Third Avenue SW Existing Fire Hydrant Don Perdue Indianapolis, Indiana 46204 Carmel, Indiana 46032 Existing Water Valve � 265 -4878 or 1 -800- 382 -5544 (317) 571 -2444 � rithin Indiana 1- 800 -382 -5544 outside Indiana 1- 800 -428 -5200 � and location of utilities are per plans and locations provided by the respective utility companies. onstitutes some, if not all, of the utility companies which may provide service in the area of, the subject project, based upon the information available through such plans and locations, al visual inspection. All utility companies should be notified prior to any excavaticn .or field :es and verification of size and nature of services. i i ASSUMED NORTH SCALE.* 1"=40 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- X00 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE 4THC'JT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. H.I�C�IETi�rD - .- ....��.._oe_..m. Existing Sanitary Sewer 95 Existing Storm Sewer - ---� -- - New Storm Sewer 863.00 New Sanitary Sewer 859.22 21 x 2 (Laterals are shown for reference only) ° C. 0. Sanitary Sewer clean -out ------ - - - - -- Subsut face Drain (sm) Q Storm Structure Number 00o Sanitary Structure Number - - - - - Utility &Drainage Esmt. 611 Building Setback Line � Existing Water Main W _W_ New, Wader Main 858.44 Existing Fire Hydrant � New Fire Hydrant � Existing Water Valve � New Water Valve � Existing Fiberoptic Line � Existing Gas Main E Existing Electric Line T Existing Telephone Line 12 New Gas Main E New Electric Line T New Telep!ione Line 0 Existing Utility Pole 624 Existing. Trees. THRUST BLOCK (AS REQUIRED) 6" WATERLINE nnupc-nn TEE "" 6° PIV 3 DOME" VALVE 6" FIRE - WATERLINE EXTERIOR WALL nF Al nr. .. ..v 11111 L.1% vVl 11 n_"11MY METER INSIDE BUILDING 3 DOMESTIC SERVICE LINE WATER SERVICE CONNECTION' DETAIL SEE PLUMBING PLAN FOR SIZES TRUCTURE UPSTREAM UPSTREAM >M TO L DIA. SLOPE RIM ELEV. INVERT ELEV. STRUCTURE FRAME &GRATE (ft) (in) % UP DOWN UP DOWN SIZE NEENAH 614 613 95 15 0.30 862.85 863.00 859.50 859.22 21 x 2 613 612 95 15 0.40 863.00 862.80 859.12 858.74 21 x 2 612 611 65 18 0.30 862.80 864.70 858.44 -1 2 x 2 1 611 UG D 20 18 0.30 864.70 N/A 858.24 858.18 AquaSwirl 625 624 134 12 0.30 865.35 867.10 862.22 861.82 21 x 2 651 624 79 12 0.30 868.15 867.10 80 4.00 $63.76 ,f 36 Dia. 624 623 163 4,2 0.40 867.10 866.85 861.72 861.07 48 "t Dia. 642 641 86 12 0.30 868.00 867.15 864.00 863.74 " 36 Dia, 641 623 132 15 0.30 867.15 866.85 863.44 863.04 3611 Dia. 623 622 162 18 0.30 866.85 866.25 8 50.57 860.08 " 48 Dia. 622 621 87 18 0.55. 866.25 867.20 859.98 859.50 t� 36 Dia. 621 UG D 6 18 0.55 867.20 N /,q 859.50 859.47 AquaSwirl 602 601 63 12 0.80 867.50 857.50 857.00 Outlet Control R -3472 R -3472 R -3472 R -3472 R-4342 R -3472 8-4342 R -3010 R -3472 R -3472 R -3433 / ,•' i r i 11 I HIM DATE: 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 COPYRIGHTED BY THE SCHNEIDER CORP. (2006) n r ,ko THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schn eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS_* LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q w 0 a W z c� 0 0 0 0 C-0 0 0 uO � a� W O w O C0 LCD ww Clio w 0 V j M C\42 SATE: 12/29/06 PROJECT NO.: 5960.001 a w CD RJS � SHEET TITLE:. ; UTILITY PLAN w x REF: S: \5k \5960 \001 \dwgs \Title1.dwg REF: S:. \5k \5960 \001 \dwgs \5960001S.dwg cow SHEET NO.: � Q P4 o � w 0 a W z c� 0 0 0 0 C-0 0 0 uO � a� W O w O C0 LCD ww Clio w 0 V j M C\42 SATE: 12/29/06 PROJECT NO.: 5960.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE:. ; UTILITY PLAN DRAWING FILES: : \5k \5960 \001 \dwgs \C103.dwg REF: S: \5k \5960 \001 \dwgs \Title1.dwg REF: S:. \5k \5960 \001 \dwgs \5960001S.dwg REF:. S: \5k. \5960 \QO1 \dwgs \001bs.dwg SHEET NO.: CONSTRUCTION LIMIT LINE- -� ��9 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 install and maintain a stable construction site access. 3. Contractor shall install and maintain perimeter soil erosion fence and sediment control measures prior to land disturbance. 4. Contractor shall be responsible. for minimizing sediment discharge and tracking from the site throughout the land disturbing activities -intil permanent stabilization has been achieved. 5. 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. 6. Adjacent lots disturbed by contractor must be repaired and stabilized: with temporary or permanent surface stabilization. GENERAL NOTES 1. This plan shall serve as a guideline for storm water quality. Additional requirements may be made in the field if provisions shown prove inadequate in preventing soil erosion and /or storm water pollution. 2. See erosion control sequence on sheet C801 for pre - construction through post - construction requirements. 3. Spill prevention and clean up measures shall be implemented for the storage and handling of materials, such as fuels or hazardous wastes, to minimize the potential for pollutant--) to contaminate ' surface or grog end water or degrade soil quality. 4. Material handling and storage associated with construction activity shall meet the spill prevention and spill response requirements of the Stcte of Indiana laws governing .reporting, containment, and response to spills of hazardous and /or objectionable materials. 5. Contractor shall implement measures to minimize or eliminate wastes or unused building materials, including garbage, debris, cleaning wastes, wastewater, concrete truck washout, anca 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 statues and regulations. 6. Public or private roadways shall be kept cleared of accumulated sediment that is a result of run -off or tracking. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment shall be redistributed or disposed of in a manner that is in accordance with all applicable statues and regulations. 7. Land alterations which strip the land of vegetation, including regradJ*ng, shall be done in a way that will minimize erosion. Whenever feasible, natural vegetation shall be retained and protected. 8. As grading is done, install silt.. traps, silt fences, slope drains, temporary diversions and other runoff control measures at appropriate locations to keep sediment contained on site. 9. All disturbed areas shall be seeded and straw mulched as shown on the plans immediately after completion of ground activity. For larger projects, this seeding should be completed in chases as the different areas of the site are completed. 10. The duration of time which an area remains exposed shall be kept to a practica' 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. 11. Permanent and final vegetation or structural erosion control device.) shall be installed as soon as practical under the circumstances. 12. All storm sewer inlet protection devices shall be put in place at the time each inlet is constructed. 13. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets and storm sewers will not longer occur. 14. Vegetated areas with a density of less than seventy percent (70 %) shall be re- stabilized using appropriate methods to minimize the erosion potential. 15. Final stabilization of a project site is considered achieved when all land disturbing activities have been completed and a uniform perenniol 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. 16. Ogee 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. 17. Silt fence is required around nil soil stockpiles. 18. If wells or septic systems are found on site, abandon according to local, county, and state regulations. 19. During the period of construction activities, all storm water quality measures necessary to meet the requirements of this rule shall be maintained in working order. 20. A trained individual (as demonstrated by certification or experience) shall perform a written evaluation of the project site by the end of toe next business day following each measurable storm event, but not less than once a week. 21. 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 compliancy. Evaluation reports must be made available to the inspecting authority within 48 hours of a request. - WARNING- THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY, FOR ANY OTHER INFORMATION SEE SHEET C102 & C103 " SEE SHEET C801 -C802 FOR ALL STORMWArER POLLUTION PREVENTION DETAILS & NOTES� J ASSUMED NORTH SCALE: 1 "= 40 ' HOLEY MOLEY SAYS DON 'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION! SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ............. PERMANENT SEEDING ........ a.. a... ............... ►'i'i'�'i'i'i'i'i 11 OR EROSION CONTROL TEMPORARY CONSTRUC11ON ENTRANC1 O INLET PR01EC11ON SEE SHEET C801 FOR DETAILS ❑ ❑ SILT FENCE SEE SHEET C801 FOR DETAILS. - - CONSTRUCTION LIMITS C END SECTION SILT PROTE�,TION RIP RAP PERSON ,s, RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL PRACTICES CONTACT: TIM HEDGES SUNRISE SENIOR LIVING 220 WEST HURON, SUITE 500 E CHICAGO, ILLINOIS 60610 PH: 312-255-9986 NOTE: 1. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING AREAS. 2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 3. THERE SHALL BE NO STORAGE OF DIRT, DEBRIS, OR STORAGE MATERIAL IN THE STREET. z 0 w \o111111{IIrr /q/k/ ''�rrr.rr. • 1 T DATE: 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. {2006) THE SCHNEIDER CORPORA11ON 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 Z o CD w � o w w 0 Z w CQ o Lo � w co o w CD � . rx w o CQ 0 U Soils Legend & Descriptions: CrA - Crosby silt loam, Soil Description and Characteristics: 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 limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a 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 material for roads and streets should be replaced or strengthened with suitable material. Mm132 - Miami Silt Loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. N +. dal. +.a u tr. m 3�1 T tee t La In 03 try \J\ a*z 1127 GM r� x e �= - 4A L mB -P%%4 [fir L.L �r 22N F � m M• �n NOT YO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN 12" 1 ` � - - - � GROUND SURFACE 2' -0" MIN - COMPACTED EMBANKMENT 3:1 OR FLATTER MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL 3 SEEDING III 6" MIN. TURN DOWN / u• EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S -75 OR EQUAL) � EXISTING GRADE EROSION CONTROL MATTING DETAIL ° ° 0 0 °•° \ o•o 0 •000 • O ° 0 • o 0 00 • 0 00 • 000.000.00 PUBLIC ROAD a°' ° °°' ° °°' ° °•°°°'°°°'°°°• 50' (MIN) ° • O °° • ° °° • O 0° • O 0 ° • 0 00 • 0 00 • 0 00 • 0 00 • O 0 • o °O • 0 00 • 0 °O • 0 °0 • 0 °0 • o 0 0 00 • 0 00 • 0 00 • ° 00 • 0 00 • 0 00 • 0 0 o °O • 0 00 • 0 00 • 0 00 • 0 00 0 0 00 • 0 00 • O a 00 • o 00 • o 00 • o 00 • 0 00 • o 00 .000 • o 00 • 0 0 0 • 0 °O • o °° • O °O • o °O • ° °O • O a0 • O 00 • O °O • O ° O • ° °O 0 °O • o 00 0 0 00 • O 00 • o °O 0 0 00 • o 00 • o 00 • 0 ° 0 0 • O 090 O• O• O 0 O• O 0 D• O 0 O• O 0 • O 0900000 0. O O a 0 O O 00 O O o • O ° 0.000.000-.0 0•0 O• O 0. O 0• 0. O . O 0. 0 0. O • .000. O 00. ° O • 00.000. O O • 0 ° O o 0 0 0 o 0 0 0 00 • ° • ° • ° • ° • ° • ° °.°o0• a a0•° °O• O O D O O A O oo0.O° 'o0° 0• O.O 0.O 0.O 0.O 0 0.0 .O 000• o 00° 0 O •000.000.000.000.0°0.00 00 0 • o° -O a0 • 0 00 • 0 00 • 0 00 • 0 0 0 • ° 00 • o 0 O• O• O 0 ° O O 0 O 0 °• o °•c ° 0• o 0. 0 0. 0 0. 0 0• o o• o •Oo 00.0 O°Q•O °0•o °Q•0°Q•O °0.O °0.0°1 a o °� ° 0 00 • o 00 0 a0 • 0 00 • 0 00 ° 00 • 0 0 00 O • ° °0 • 0 °O • 0 °0 • 0 ° 0 0 0 0 0 0 °o.° O o O o O o O 0 0 ^ )) MIN ° ° ° ° ° ° ' ° ° ° ° ° ° • O 00 00 n/ ( ) 0000 0 00 • o °° • o °o • °o ° • o ° °° • ° 00 • O 80 0 0 0' 0' • 20) (MIN) 2"-3" COARSE °° o ° AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION- ENTRANCE DETAIL SILT FENCE X X 10' t TYPICAL TYPICAL TOPSOIL STOCKPILE A B C 3' 1 1 1/2' 1 3' 11 1/2 3' X. X X..'.'.'.'. X.'. .......... ..:: CV '...'..x........ .' ' ' ''.'•'.' ' ::•:•::::::::::: 10 X..k'.'.'.'.'.'X'.' :.... .. 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SO. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 B ..... Areas ::::: ......... :'.0 : ......... ..... ' :.; : :.... ........... ......... ..C.. .... ....... .... '' ::..:.. ......... ........ ... ... ::.:. '. B .' .... A A . B : : B . REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 2.1 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 BLANKET EROSION CONTROL BLANKET AS MANU. BY AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE NORTH AMERICAN GREEN DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE OR APPROVED EQUAL BLANKETS, STAPLE PATTERN 'C" SHOULD BE UTILIZED. 1 2 THE EDGES OF THE BLANKET SHOULD ON SLOPE APPLICATIONS, THE TOP OF BE BUTTED AGAINST EACH OTHER, THE THE BLANKET SHOULD BE 'SLOTTED IN" EDGES OF THE SCC225 SHOULD BE ABOVE THE BREAK OF THE SLOPE OR AT OVERLAPPED 20. A MINIMUM, STAPLED IN PLACE WITH STAPLES 6" APART ON THE END OF THE BLANKET. } .• ..........:.. •.•. ........... S -75 EROSION CONTROL ' a / BLANKET AS MANU. BY NORTH AMERICAN GREEN _ 7 OR APPROVED EQUAL 3 ° °� ROLL BLANKETS 4 THE BLANKET SHOULD NOT BE OUT IN DIRECTION _ ON LONG SLOPES, THE ENDS OF THE STRE71, 10) BUT ALLOWED TO LAY 'S- OF WATER FLOW. BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO -- ::: • : • 4 - 6' IN A 'SHINGLE EFFECT". �r ACHIEVE MAXIMUM BLANKET TO SO �� ' '' ...... {L CON TACT. 6 - Z PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO 7 INSTALLATION OF BLANKET. po \ :: :�..•. _ ROLL BLANKETS OUT IN DIRECTION of WATER FLOW. 5 Areas IN HIGH VELUCITT CHANNEL APPLICATIONS, .� CHEC': SLOTS SHOULD BE ESTABLISHED a° EVERY 35 - 40'. THE SLOTS SHOULD BE Irrigation needed during this period. To control 6' WIDE BY 6" DEEP WITH THE BLANKET Wheat or Rye STAPLED IN THE BOTTOM OF THE SLOT, Oats THEN BACKFILLED AND SEEDED. 2 1 2 r-nnnrin►I n1 A LIIIrT 1LIP+TA I L A TIf%k1 Apply lime to raise the pH to the level needed for species being Areas seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per MAINTENANCE 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to All stakes shall be 2" X 2" hardwood 36" tall with test. Application of 150 lbs. of ammonium nitrate on areas low in organic Irrigation needed during this period. To control matter and fertility will greatly enhance vegetative growth. Wheat or Rye Work the fertilizer and lime into the soil to r7 depth of 2 -3 inches Oats with a harrow, disk or rake oper ited across the slope as much as possible. 2 1 2 AS NEEDED Annual Ryegrass Seeding PRIOR Select a seed mixture based on projected use of the area (Figure 5 -2), SILT FENCE while considering best seeding dates. See Figure 5 -3 this sheet. If toler- EVENTS ances are a problem, such as salt tolerance of seedings adjacent to streets PRIOR and highways, see Figure 5 -4 this sheet before final selection. use mulch. Figure 5 -2: Permanent Seed Mixture Tall Fescue 25 lAon- Irrigated* Species Seeding Rate Suitable pH Site Suitability* 1 lbs/acre lbs/1000 well Irrigated sq. ft. Droughty Drained Wet Dormant 5 Seeding ** ,'emporary Seeding and Stablization Dates MMOMMEME's MEOW Permanent Seeding Date Level and Sloping, Open Areas EROSION CONTROL MEASURE MAINTENANCE DRAWN BY: All stakes shall be 2" X 2" hardwood 36" tall with INSTALLATION SEQUENCE Irrigation needed during this period. To control 1. Tall Fescue 35 PRIOR 5.5 -8.3 2 1 2 AS NEEDED Grab Strength ............... ............ ............................... erosion at times other than in the shaded areas, PRIOR TO CLEARING AND GRADING SILT FENCE .8 EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING use mulch. 2. Tall Fescue 25 .6 5.5 -8.3 1 * Late summer seeding dates may be extended 5 days AND AS NEEDED Red Clover ** 5 .12 WEEKLY, ASTER STORM EVENTS AND AS NEEDED if mulch is applied. 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 ** Increase seeding application by 50 %. FINISH GRADING Creeping Red Fescue 15 .4 AND AS NEEDED AFTER AFTER NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE WEEKLY, AFTER STORM EVENTS AND AS NEEDED INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD &LANDSCAPE AROUND ESTABLISHMENT OF VEGATATIVE GROUND COVER. Steep Banks and Cuts AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED E-•a cn W� o CQ REMOVAL OF STRAW BALES WA_ FIGURE- 5-3 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 ALL AREAS DRAINING TO THESE AREAS ARE STABIL-IZED REMOVAL OF SILT FENCE N A Kentucky Bluegrass 25 .6 ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED Temporary Seedings 5. Tail Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Kind of Seed 1000 Sq. Ft. Acre Remarks Lawns and High Maintenance Areas Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 - Creeping Red Fescue 40 .9 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 "deep* (Turf Type) Annual ryegrass 1 !b. 40 lbs. Cover seed 1 /4 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * Not necessary r/here mulch is applied. * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 6" HIGH, 12" WIDE GEOTECTILE FABRIC FlLLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB G =�p� I �aI1���4mnmmmnN���l CURB INLET OFF CURB INLET SEDIMENT BARRIER- NO SCALE CROSSBARS DRAINAGE INLET NAGECOVER -s 24" W LATHS 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- SILT FE CE STORM SEWER GRATE REINFC CM DANDY SACK SIFT RAPS OPTIONAL OVERFLOW PORTS APING RAPS ,WORM 112T �MWUr In"� • DETAII. OF INLET SEDIMENT CONTROL DEVICE PAVED AREA INLET PROTECTION NO SCALE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE DRAWN BY: All stakes shall be 2" X 2" hardwood 36" tall with INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED All silt fence shall be prefabricated by the supplier. NQ field assembly PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED Grab Strength ............... ............ ............................... War 125 lbs. p PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, ASTER STORM EVENTS AND AS NEEDED ALONG AFTER WITH ROUGH GRADING ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED PERMANENT SEEDING WATER AS NEEDED O o LO CID AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER AFTER FINISH GRADING FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD &LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED E-•a cn W� o CQ REMOVAL OF STRAW BALES WA_ AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABIL-IZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED HOLEY MOLEY SAYS "DON'T SIG BLIND In 'IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CAL' TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS r,GAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SILT FENCE z Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. DRAWN BY: All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. SHEET TITLE: All silt fence shall be prefabricated by the supplier. NQ field assembly will be accepted. REF: F. \ TSC- LDT4 \cis_stnd \SheetNotes \Title1.dwg Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ............... ............ ............................... War 125 lbs. p Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 Silt Fence Material Fence Post -� Stakes (P 5' O.C. Ground Surface 'r Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS �� \ \ \11�lllli 11111111!/ 1 Aml • seat' ••� \. N 711/lltlt A1 1111111111 \ \�\ DATE: 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 THT WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COP*YRIGHTED BY : THE SCHNEIDER CORP. (2006) 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 Transportation Engineering DATE: z 12/29/06 5960.001 DRAWN BY: � RJS p SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS O REF: F. \ TSC- LDT4 \cis_stnd \SheetNotes \Title1.dwg REE(F': S: \5k \59600 \0001 \dJwgs \SOILSMAP.dwg Cfl REF: mapnumstxt.dwg � SHEET NO.: o Q W � � W Cn �J 1 Q Q w 04 w w O o LO CID w C) �..� En � o w C) E-•a cn W� o CQ CD DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: • \5k \5960 \001 \dwgs \C801- C802.dwg REF: F. \ TSC- LDT4 \cis_stnd \SheetNotes \Title1.dwg REE(F': S: \5k \59600 \0001 \dJwgs \SOILSMAP.dwg REF: S: \6k \6096 \001 \dwgs \DandySack.dwg REF: mapnumstxt.dwg REF: mapnums_p.dwg SHEET NO.: (Q) - 07 Jr\ JyQV UU I LJVVU%D L1OU I l�OUL VO r,r�%_aLL 1 - 1414014000 J.GU.L.J 1 IVI Iernentotion 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 for 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 paints) 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 rocks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and gat 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 freq,iently as needed. Construction mate; ice visible to the public shou!d 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 Maintenance 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 th,3 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. Do 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 AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must bef 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 precipitotion (storm water) 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 Pewatering 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 option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain seaiment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfoll location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, etation embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -third Gravity Bag Filter Description: - A gravity bag filter, also referred to as a dewatering hag, is q square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel,' sand, and silt). Some metals are removed with the sediment. implementation: Water is pumped into one side of the bag and see.ps through the bottom and sides of the bag. . A secondary barrier, such as a rock filter bed or st, ow /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: . 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. 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 Project Name. Name of Trained Individual: _. Is this Evaluation followina a rainfall Date of Inspection: Yes Nn If vPS dntP the rnin ctnnnari- Innkncn No. PROBLEM or CONCERN Prediction of Potential Spills:_ AUUI 1 IUNAL 5 i UHMWA I LK NULLU 1 ICON HHLVLN 1 IUN STORMWATER POLLUTION PREVENTION PLAN INDEX 1. 1. Nearest Navigable Water: Carmel Creek -White River MEASURES SHEET TITLE: 0' . W - :".;� 1 2. 2. Drainage System: All storm drainage leaves the project site by either open ditches or a . P4 U XREF: S:. \5k \5960 \001 \dwgs \claywest2 -p.dwg 3. closed storm system. The storm system outlets to the northwest into an exis' :ng detention XREF: magnums -pAg Al Plan index provided below 4. pond. The remain.ing runoff follows the existing pattern and flows into roadside swales that VEHICLE & EQUIPMENT MAINTENANCE A2 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. 5. is conveyed to the south via a culvert. U _ A3. Project Type: This project involves the construction of a multi -story Sunrise Senior Living 6. 3. Possible Spill Sources (During and post construction): Vehicular sources such as Description and Purpose , ~� complex with an underground parking garage and associated pavement and parking areas to 7. leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, . .. ° . W M ii,-41 service the building. . . biological agents found in trash and debris, fertilizers, household items including Prevent or reduce the contamination of stormwater resulting from vehicle and equipment 64 Vicinity Map: Denoted on Sheet C100 8. but not limited to cleaning ager,`_s, chemicals, point, herbicides and pesticides. maintenance by running a "dry and clean site ". The best option would be to perform A5 Legal Description of Project Site: See attached Topo /Boundary Survey Sheet ONE. Diversions swales and/or tvaterbars are installed to plan and protected? 4. Groundwater Contamination: maintenance activities at an offsite facility. If this option is not available then work should be O LATITUDE: 39'58'02" N Perimeter practices have adequate capacity and do not need to be cleaned out? The facility maintains NO above ground or under ground storage tanks at this site. performed in designated areas only, while providing cover for materials stored outside, LONGITUDE: 86'09'23" W Inlet protection is installed on all functional inlets? (not filter fabric under grate) Therefore, it is felt that there i ; little or no possibility of post construction groundwater checking for leaks and spills, and containing and cleaning up spills immediately. A6 Location of all lots and proposed site improvements: See sheet C101 to C103. Alert contaim;nation. Procedures for Spills: Suitable Applications A7 --- 14 H Digit Hydrologic Unit Code: OS1Z0201090040 g y 1. Any personnel observing a spell well Immediately Instigate the following The fabric straw, mulch and/or stone is intact without holes or tears? A$ State or Federal water quality permits: None procedure: These procedures are suitable on all construction projects where an onsite yard area is A9 Specific points where stormwater discharge will leave the site: The proposed project site will a.) Dialing "0" from any telephone. necessary for storage and maintenance of heavy equipment and vehicles. drain to a proposed storm sewer system that will lead to an underground storage system on site. The b.) Notify the appropriate emergency personnel. 18. underground storage, system will outlet into a regional detention pond located near the northwest corner 2. The Emergency Coordinator will then take the following actions: Limitations of the site, see Site' Development Plan Sheet C101 for more detail. Temporary stabilization of distributed round has been addressed? _ a.) Barricade the area allowing no vehicles to enter or leave the Disturbed areas that will lie dormant for 15 days are planned to be-protected? A10 Location of all wetlands, lakes & water courses on and adjacent to site: None � spill zone. Onsite vehicle and equipment maintenance should only be used where it is impractical to All Receiving Waters: Carmel Creek -White River b.) Notify the Indiana Department of Environmental Management, send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment Al2 A13 identification of potential discharges to groundwater: None anticipated 100 Year Flood rains, Floodwa and Flood Fringes: There are no 100 year flood rains onsite or P Ys g Y P Office of Emergency Response by calling the appropriate offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor adjacent to this project. This project is located in an unshaded Zone X per the FEMA FIRM telephone number: Office 317 - 233 -7745 vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or A14 #18057CO208F & #18057CO209F. Pre- Construction and Post Construction Peak Discharge: Toll Free 800 -233 -7745 replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). 10 year Pre - Construction Peak Discharge = XXX CFS Also the National Response Center at 800 - 424 -8802 and provide the following information: implementation 28. 100 year Post Construction Peak Discharge = XXX CFS - Time of observation at the spill A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan Sheet C104 for more - Location of the spill If maintenance must occur onsite, use designated areas, located away from drainage 30. information): - Identity of material spilled courses. Dedicated maintenance areas should be protected from stormwater runon and 31. North: 83 - Max & Erma's and Hampton Inn - Probable source of the spill runoff, and should be located at least 50 ft from downstream drainage facilities and 32. South: 86 - Probable time of the spill watercourses. 33. East: 86 1 - Volume of the spill and duration 34. West: 86 - Present and anticipated movement Drip pans or absorbent pads should be used during vehicle and equipment maintenance A16 Locations and approximate boundaries of all disturbed areas: See Sheet C104 for locations. of the spill work that involves fluids, unless the maintenance work is performed over an A17 identification of existing vegetative cover: The existing site is heavily wooded. See - Weather conditions impermeable surface in a dedicated maintenance area. Topographical Survey sheet ONE. - Personnel at the scene A 8 Soils Map including descriptions and limitations: See sheet C801 for soils map, - Action initiated by personnel Place a stockpile of spill cleanup materials where it will be readily accessible. descriptions and limitations. c,) Notify the local Fire Department Phone: 9 -1 -1 A19 Locations, size and dimensions of proposed stormwater systems: See Site Utility Plan Sheet d.) Notify the local Police Department Phone: 9 -1 -1 All fueling trucks and fueling areas are required to have ill kits and/or. use others ill 9 9 q P / P A20 C103 for proposed storm sewer system. Locations, size and dimensions of any proposed off -site construction activities associated e.) Notify waste recovery contractor, maintenance personnel or other protection devices. AL with this project: None. Locations of Soil Stockpiles: See Stormwater Pollution Prevention Plan Sheet C104 for soil contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. stockpile location(s). stabilized and all spills have been eliminated. A22 Existing site topography. See Topographic Survey Sheet ONE for existing site topography. g.) Cooperate with the IDEM -OER on procedures and reports involved Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. A23 Proposed final topography. See Site Grading Plan Sheet C102 for proposed site grading and with the event. 131 drainage patterns. Description of potential pollutants sources associated with the construction activities: Silt and Cleanup Parameters: 1. The Developer shall be continually kept informed, maintain lists of qualified contractors Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, and available Vac - trucks, tank pumpers and other equipment readily accessible for Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning broke fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, clean -up operations. In addition, a continually updated list of available absorbent solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary pesticides, acid rain, lime dust and concrete washout. materials and clean-up supplies should be kept P PP t on site. P containment and covers for these materials if stored onsite. 82 Sequencing of stormwater quality implementation relative to land disturbance activities: 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 Train employees and subcontractors in proper maintenance and spill cleanup procedures. This plan has been created in an effort to eliminate sediment from leaving the project site kept abreast of current developments or new information on the prevention of spills and during construction protecting the adjoining properties and the Carmel Creek - White River / or necessary alteration to this plan. Drip pans or plastic sheeting should be planed under all vehicles and equipment placed on receiving waters. The existing watershed sheet drains onto the adjacent property to the north 3. When spills occur which could endanger human life and this becomes primary concern, docks, barges, or other structures over water bodies when the vehicle or equipment is where it enters the existing storm sewer system. This system drains into the detention pond the discharge of the life- saving protection function will be carried out by the local police planned to be idle for more than 1 hour. located to the northwest of the project site. The remainder of the property sheet drains into and fire departments. swales that align Old Meridian Street. This runoff collects in the southeast portion of the 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. site. A culvert under Old Meridian Street conveys the water from the project site to the in a manner subject to the approval of the Indiana Department of Environmental south. � Management. Do not place used oil in a dumpster or pour into a storm drain or watercourse. . 5. Flushing of spilled material with water will not be permitted unless so authorized by the PRECONSTRUCTION ACTIVITIES: (Insert Description of Preconstruction Activities See below for Indiana Department of Environmental Management. Properly dispose of or recycle used batteries. example) � Monitoring and maintenance guidelines for pollution prevention measures: 1. -Call the Indiana Underground Plant Protection systems, inc. ( "Holey Morey ") at Manenance equirements Silt Fence i t R Do not bur Y used tires. 1- 800 - 382 -5544 to check the location of any existing utilities. They should be 1. Inspect the silt fence periodically and after each storm event. notified two working days before construction takes place. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the Repair leaks of fluids and oil immediately. 2. Notify the City of Carmel Engineering Department at least 48 hours prior to any land disturbance. affected portion immediately. 3. Remove deposited sediment Wien it reaches half the height of the fence at it's lowest point Listed below is further information if you must perform vehicle or equipment 3. Evaluate the site for vegetative areas to be saved. See Sheet 0104. or is causing the fabric to bulge. maintenance onsite. . 4. An orange construction fence shall be constructed along the perimeter of the dripline 4. Take care to avo *-d undermining the fence during cleanout. of the tree preservation areas prior to any earth moving. 5. -After the contributing drainage area has been stabilized, remove the fence and sediment Inspection and Maintenance 5. A silt fence shall be installed at the edges of the project site where there is deposits, bring the disturbed area to grade and stabilize it. potential for any stormwater runoff. Potential areas are identified based on existing Erosion Control Blanket Surface Applied Maintenance Requirements Inspect and verify that BMPs are in place prior to the commencement of associated activities. topography along the perimeters of the site. 1. During vegetative establishment, inspect after each storm event for any erosion below the While activities associated with the BMP are under way, inspect weekly to verify continued BMP 6. Evaluate, mark and protect important trees and associated root zones. Evaluate blanket. implementation. existing vegetation suitable for use as filter strips along the project boundaries. 2. If any orea(s) shows erosion, pull back that portion of the blanket covering it, re -seed the 7. Maintain a 10' minimum grass filter strip along the south and east boundaries along area and relay and staple the blanket. Keep ample supplies of spill cleanup materials onsite. Old Meridian Street. Maintain a 10' minimum grass filter strip along the west 3. After vegetative. establishment check the treated area periodically. boundary along U.S. 31. Temporary Gravel Construction Entrance Maintenance Regirements Maintain waste fluid containers in leak proof condition. . 8. A entrance shall be placed per the plan location. 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy .construction 9. Install protective devices along existing storm sewer inlets per locations shown on the I use. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired Stormwater Pollution Prevention Plan Sheet C104. 2. Reshape as needed for drainage and runoff control. immediately or the problem vehicles) or equipment should be removed from the project site. 10. Establish construction staging area for equipment and vehicles as for from detention 3. Topdress with clean stone as needed. ponds and swales as possible. 4. Immediately remove mud and Sediment tracked or washed onto streets by brushing or Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as 11. Establish onsite location for owner /operator /contractor placement of approved plans sweeping. Flushing should only be used if - the water is conveyed into a sediment trap or needed. and Rule 5 N01 and Rule 5 inspection documentation. basin. 5. Repair any broken road pavement immediately. VEHICLE AND EQUIPMENT FUELING Dandy Sack Inlet Protection Maintenance Requirements CONSTRUCTION ACTIVITIES: (Insert description of Construction Activities, see below for 1. Remove all sediment and debirs from vicinity of the unit after each storm event. Description and Purpose 2. After storm event and at regular interva s, look into the Dandy Sack. If the containment example) 1. Once erosion and sediment control measures are in place, begin land clearing followed area is more than � full of sediment, the unit must be emptied. 3. To empty unit, simply lift the unit out of the inlet using the lifting straps and remove the Vehicle equipment fuelin procedures and practices are designed to prevent fuels ills and 9 P P 9 P P leaks, and reduce or eliminate contamination of stormwater. This can be accomplished, by immediate) b rough grading. Do not leave large areas unprotected for more than 15 Y Y 9 9 9 9 P grate. using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days 4. If using optional oil obsorbonts, replace obsorbant pillow when near saturation. implementing spill controls, and training employees and subcontractors in proper fueling or more will be stabilized (seeded, mulched, etc..) immediately. procedures. 2. Stirip topsoil and temporarily stockpile in location provided on the Stormwater . Pollution Prevention Plan Sheet C104. Limitations 3 Perform rough grading. 4. After completion of rough grading, final grade and seed landscape berms, common Onsite vehicle and equipment fueling should only be used where it is impractical to send areas and swales immediately after grading is completed. vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be 5. Upon completion of rough grading, install sanitary and storm sewers. As storm done in conjunction with a Stabilized Construction Entrance/ Exit. sewers are constructed, install inlet protection measures. Install riprap upon completion of end section installation at system discharge. I Implementation 6. Upon completion of sewer installation and inlet protection, proceed with building . construction. Use offsite fueling stations as much as possible. These businesses are better equipped to 7. Upon building construction, proceed with pavement construction. B15 Erosion & sediment control specifications for indiviuual building lots: Not applicable. See handle fuel and spills properly. Performing this work offsite can also be economical by 8. Lim' ing of pavement subgrade should be done prior to the installation of storm Sheets C801 & C802 for Construction details and specifications for erosion & sediment control eliminating the need for a separate fueling area at a site. sewers to prevent the transmission of lime dust to ponds or receiving waters. I on this site. 9. Once pavement and curbs are in place, install curb inlet sediment barriers. C1 Description of pollutants and their sources associated with the proposed land use: Silt and Discourage "topping -off" of fuel tanks. 10. Once inlet protection is in place, final grade all areas and spread topsoil. sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, 11. Remove all temporary erosion and sediment control practices. i Department. 12. Submit Rule 5 NOT to the City of Carmel Engineering epartmen brake fluid, brake dust, grease, antifreeze, m:tols, rubber fragments, road grit, salts and Absorbent spill cleanup materials and spill kits should be available in fueling areas and on Ed Stable construction entrance location(s) and specifications. See Stormwater Pollution sands, construction }rash and debris, fertilizers, household items including but not limited to fueling trucks, and should be disposed of properly after use. Prevention Plan Sheet C104 for location and Sheets C801 -C802 for construction entrance cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the details and specifications. C2 Sequence describing stormwater quality measure implementation: fueling is performed over an impermeable surface in a dedicated fueling area. eA Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention 1, Install silt fence along: all edges of the project site as shown on sheet C104 Plan Sheet. for locations of sediment control measures and Sheets C801 -C802 2. Orange construction fence shall be placed around all trees not labeled for demolition and Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the construction details and specifications. within 10' of the proposed disturbed area. adsorbent materials promptly and dispose of properly. K Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention 3. install Temporary Construction Entrance in proposed location as shown on C104. Plan Sheet C104 for locations of sediment control measures and Sheets C801 -C802 4. Once new inlets are constructed, inlet protection measures shall be installed immediately. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the K construction details and specifications. Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution 1 5. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution equipment to designated fueling areas. Prevention Plan Sheet C104 for locations of inlet protection measures and Sheets C801- P Prevention Measures Maintenance .Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction Train employees and subcontractors in proper fueling and cleanup procedures. C802 construction details and specifications. activity is complete. U Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C104 for locations 6. Install the structural BMPs along with the proposed storm sewer system. The BMPs Dedicated fueling areas should be protected from stormwater runon and runoff, and should be 9 P of runoff control measures and Sheets C801 -C802 for construction details and shall be inspected and maintained as designated in the Operations and Maintenance located at least 50 ft away from downstream drainage facilities and watercourses. Fueling Y 9 9 85 specifications. Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet Manual both during and after construction. must be performed on level -grade areas. C104 for locations�of stormwater outlet control measures and Sheets C801 -C802 for 7. Remove all individual inlet protection and silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Q9 construction details and specifications. Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention 'C104 sediment /pollutants will not enter the waterway or storm sewer system. 8. Post construction stormwater quality is provided in part by the existing offsite Regional Nozzles used in vehicle and equipment fueling should be equipped with an automatic shut to Plan Sheet for locations of grade stabilization control measures and Sheets C801- Detention Ponds. control drips. Fueling operations should not be left unattended. _ EM C802 for construction details and specifications. Location, dimensions, specifications and construction details of each stormwater quality 9. Inspection and maintenance of all project site areas and infrastructure improvements is the responsibility of the owner/developer or his designee until improvements are P Y g P Federal, state, and local requirements should be observed for any stationary above ground measure: See Stormwater Pollution Prevention Plan Sheet C104 for locations of various stormwater quality measures and Sheets C801 -C$02 for construction details and accepted for maintenance by the owner. The contractor shall be responsible for storage tanks. specifications. restoring to existing conditions any work required offsite or within platted easements. Inspection and Maintenance B11 Temporary :surface stabilization methods appropriate for each season: See Stormwater a Description of proposed post construction stormwater quality measures: Site and facility design Pollution Prevention Plan Sheet C104 for locations of temporary surface stabilization for stormwater quality protection on this site employs a multi -level strategy consisting of: i. Reducing or eliminating post - project runoff. Vehicles and equipment should be inspected each day of use for Leaks. Leaks should be B12 measures and Sheets C801 -C802 for construction details and specifications. Permanent ,.surface stabilization specifications: See Stormwater Pollution Prevention Plan 2. Controlling sources of pollutants. g P repaired immediately or problem vehicles or equipment should be removed from the project Sheet C104_ for locations of permanent surface stabilization measures and Sheets C801- 3. And if needed, treating contaminated stormwater runoff before discharging it into the site. - C802 for construction details and specifications. . storm sewer system or receiving waters. Typical stormwater quality measures for reducing, eliminating or controlling pollutants (source Keep ample supplies of spill cleanup materials onsite. Bi3 Material handling and spill prevention plan: controls) include: a. Detention devices - Offs }e to the northwest. Immediate) clean u spills and properly dispose of contaminated soil and cleanup Y P P P P Y P P Purpose: r�°Se= b. AquaSwirl model AS -X and model AS -X will treat runoff as it enters the underground materials. The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to storage system - See C104 for location SOLID WASTE MANAGEMENT establish the procedures and equipment required to prevent the discharge of oil and c. Vegetated strips and /or swales - along the perimeter of the site, vegetated strips shall hazardous substances in quantities that violate applicable water quality standards, remain as landscaped and lawn areas. Descri�_��ps�. cause a sheen upon or discoloration of the surface of navigable waters or adjoining d. Permanent erosion control seeding and plantings -See C104 and L101 for more info. 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 e. Outlet protection & velocity dissipation devices Solid waste management procedures and practices are designed to prevent or reduce the 9 P P 9 P mitigate such discharges (i.e., countermeasures) should they occur. • f. Mulching - See L101 for more information It is the intent of this plan that the implementation of the above described storm water discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to quality measures be executed in accordance with the enclosed laps and details in order to q Y P meet the requirements of Rule 5 storm water quality. and subcontractors. sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, C4 Location, dimensions, specifications and construction details of stormwater quality measures: P q y • Suitable Applications hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with See Stormwater Pollution Prevention Plan Sheet C104 for locations of permanent stormwater wastes other than dredged soil. Discharge: quality measures and Sheets C801 & C802 for construction details and specifications. This BMP is suitable for construction sites where the following wastes are generated or stored: C5 Description of maintenance guidelines for proposed water quality measures: See also attached includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. BMP Operations and Maintenance Manual. Solid waste generated from trees and shrubs removed during land clearing, demolition of Navigable Waters: 1. Storm structures - inlets shall be inspected semi- anually to ensure proper function. existing structures (rubble), and building construction Any debris found clogging the grate :hall be removed. Debris or sediment buildup within Means all waters of the United States that are connected with a navigable stream, lake, or sea. Note: This definition is usual) interpreted to mean an wastewater Y P Y on), structure shaaa L.e romoved. 2. Pond embankment - Heathy vegetation shall be maintained. Any deterioration shall be Packaging materials including wood, paper, and plastic (even normally dry wash or storm sewer) that eventually drains into a navigable restored to the design specifications of these construction documents. Emergency Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and stream]. spillways shall be clear of obstruction. masonry products Plan Review and Amendements: 3. Outfoll pipes - Rip Rap shall be in good condition. Trashrock shall be free from This Plan shall be reviewed and /or amended, if necessary, whenever there is a obstruction. Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, change in the design of the site, construction, operation, or maintenance which 4. Aquaswid - Sunrise Senior Living shall be responsible for maintaining the AquaSwiri units. plastic wrappers, and cigarettes materially affects the site's potential for the discharge of regulated material AND groundwater contamination. The facility does have city sanitary sewer and city water. 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 Iernentotion 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 for 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 paints) 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 rocks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and gat 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 freq,iently as needed. Construction mate; ice visible to the public shou!d 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 Maintenance 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 th,3 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. Do 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 AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must bef 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 precipitotion (storm water) 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 Pewatering 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 option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain seaiment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfoll location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, etation embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -third Gravity Bag Filter Description: - A gravity bag filter, also referred to as a dewatering hag, is q square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel,' sand, and silt). Some metals are removed with the sediment. implementation: Water is pumped into one side of the bag and see.ps through the bottom and sides of the bag. . A secondary barrier, such as a rock filter bed or st, ow /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: . 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. 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 Project Name. Name of Trained Individual: _. Is this Evaluation followina a rainfall Date of Inspection: Yes Nn If vPS dntP the rnin ctnnnari- Innkncn No. PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? co ~' cfl SHEET TITLE: 0' . W - :".;� 1 2. Are all necessary permits attained and special_ rovisions beinq implemented? . P4 U XREF: S:. \5k \5960 \001 \dwgs \claywest2 -p.dwg 3. Is a construction entrance installed? Is it effective? is it enou h XREF: magnums -pAg . � � 0 . . (t)) 4. Public and private streets are clean? . t-11 o U wM . Y). 5. Are appropriate practices installed where stormwater leaves the site? . U W Q 1-" = 6. Silt fence is entrenched into the round? 'cl-) , ~� U) 7. 1 Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? . .. ° . W M ii,-41 w E-+ . . Terminated to hi her round? Property joined at ends? 04 Z M 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? 9. The earthwork for - rosion and sediment control practices is properly graded, seeded and /or mulched? 10. Diversions swales and/or tvaterbars are installed to plan and protected? = . . , O 11. Perimeter practices have adequate capacity and do not need to be cleaned out? . . 1. :. . . 04 � = 12. Inlet protection is installed on all functional inlets? (not filter fabric under grate) 13. Inlet protection is ilistalled so weter does not flow under it? 14. 1 The frame, cross-bracing and o,- stakes are adequate and meetspecifications? 15. The fabric straw, mulch and/or stone is intact without holes or tears? 16. 1 Catch basin insert protection is installed where required? 17. 1 Sediment has been removed from the practice,? . 18. Swales and ditches have been stabilized or protected? ' :�l 19. Stormwater outlets are adequately stcbilized? - 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 creas meet a minimum 70% coverage 23. Growing vegetation has sufficient water and or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing throu h the ro•ect? 25. 1 Final gradinq and stabilization is progressing on completed areas? 26. 1 roperly prepared for ),eedin ? 27. Hard or soft ormoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A desi nated washout is established for concrtte trucks? 30. A dumpster is onsite for trash disposal? 31. I Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction saes not required to file a separate NOI are com I '_nq with the overall lane? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSI-D WITH A CORRECTIVE ACTION Identify the problem by number anelor provide additions' explanation as needed. Developer Representative contacted, name and date: Dote: Contractor Representative contacted, name and date; Date: Report Submitted by: Date: ������11111tllliilllf /// f::.. I . ":: 4 : .: �� .- SP N"Z Q G . ;: : .: : : : r , : . 1 ... j. . . :: �. :: : r ': . .. • : : • :' � �;. :: - ...''; _� � ; %a C... - /!! II . 0-�:;444 > :� . K-::,i:;::... I r I:." . �� ::i�,:%::-.1, � �:: , . � � i : . .P kA . . + ,:::-:::;::::. `% .. . N . IL .. . .:.. , ����� . :.:.. : :.:. A � I .... ..: .. - . .. *.::.. .-::. i I I1111111���� X�\ ,-::::.:.::::., DATE: :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. (2006) ���r��uc9c�p � 11 I I ;, :THE SCHNEIDER CORPORATION 1 Historic Fort Harrison . !8901 Otis Avenue 11ndianopolis., IN 46216 -1037 Telephone: 317.826.7100 .. Fa x: 317. $26.7300 www. sch,n eidercorp. com . . . I Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design .Land Surveying I. Landscape .Architecture Transportation Engineering DATE: . �4 � 12/29/06 O 'DRAWN BY: � RJS I co ~' cfl SHEET TITLE: 0' . W - :".;� . PREVENTION NOTES �--+ O . P4 U XREF: S:. \5k \5960 \001 \dwgs \claywest2 -p.dwg � �A ..C) •� XREF: magnums -pAg . � � 0 . . (t)) w W t-11 o U wM . Y). &" Q.� � f--4 pr,-" U W Q 1-" = O �- w w 'cl-) , ~� U) � : _ . .. ° . W M ii,-41 w E-+ . . , . �. 04 Z M T-4 .. Cn :Z) U) a Ix . U) Cn . = . . , O &__4 co P�= . . 1. :. . . 04 � = C C\2 . O .. DATE: PROJECT NO.: 12/29/06 5960.001 'DRAWN BY: CHECKED BY: RJS I ALF SHEET TITLE: STORMWATER POLLUTION . PREVENTION NOTES DRAWING FILES:. ' : \5k \5960 \001 \dwgs\C801 -C802.dwg, XREF: F: \TSC -LDT4 \cis- stnd \SheetNotes \Titlel.dwg XREF:. S: \5k \5960 \0.01 \dwgs \SOILSMAP.dwg XREF: S:. \5k \5960 \001 \dwgs \claywest2 -p.dwg XREF: S: \6k \6096 \001 \dwgs \DandySack.dwg XREF: mapnumstxt.dwg XREF: magnums -pAg SHEET NO.: 0 . . (t)) 10' DIA. M 164 3' NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP r 9 SYMBOL DETAIL= c803 NO SCALE 12' GENERAL NOTES: O THESE DIMENSIDNS ARE BASED ON A 4 IN. CURB HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS. O2 WHERE SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN, SUCH WIDTH MAY BE DECREASED TO A MINIMUM OF 3' -0'. O3 THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE. �4 LANDING AREAS AT THE TOP OF CURB RAMPS SHALL HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY 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. O IF SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN, THE LANDING WIDTH MAY BE DECREASED TO 3' -0- MINIMUM. THE RUNNING S10PE OF THE CURB RAMP MAY BE STEEPENED TO A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE, O DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL. O7 ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS THAN 11% IF IT IS NOT PRACTICAL, A 2' -06 WIDE LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. HANDICAP PARKING SIGN 8' min 8' min HANDICAP 51 HANDICAP TYP. NP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 7 NO SCALE C803 STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN F-1 LANDSCAPE AREA INSTALLED IN PARKING LOT. � ( HANDICAP LOCATIONS 2 -Slim n WHERE STALLS FACING. �� II II II LIGHT DUTY 0 5% - 13.33X > 11% 8.33% MAXIMUF SET IN CONCRETE ��� O-G GREEN - ILLUMINATING TAPE (LETTERS) ton ,�6' STEEL PIPE FILLED W/ CONCRETE JOINTS SHALL BE CUT �• '. • W tt y .S z wo BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) i II II p CD -' 21-0 TRAFFIC C3- I I 20 � a o� I I m MIN. TO CURB Z NO SCALE WHIlE - ILLUMINATING TAPE (BACKGROUND) w w /- MOWING EDGE 6 Z in W Gf2EQd - ILLUMINATING TAPE (ARROW) L-I CL w — $ r� GREEN - ILLUMINATING TAPE (BORDER) LI Q 6' -0" MAXIMUM DISTANCE OR WIDTH OF WALK IF AOCFM o N/A 0 F �t 'VAN ACCESSIBLE" TO BE NOTES FOR N/A SPACES DESIGNATED FOR THAT USE HANDICAP PARKING SIGN DETAIL �o No scram C803 GENERAL NOTES: O THESE DIMENSIDNS ARE BASED ON A 4 IN. CURB HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS. O2 WHERE SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN, SUCH WIDTH MAY BE DECREASED TO A MINIMUM OF 3' -0'. O3 THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE. �4 LANDING AREAS AT THE TOP OF CURB RAMPS SHALL HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY 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. O IF SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN, THE LANDING WIDTH MAY BE DECREASED TO 3' -0- MINIMUM. THE RUNNING S10PE OF THE CURB RAMP MAY BE STEEPENED TO A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE, O DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL. O7 ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS THAN 11% IF IT IS NOT PRACTICAL, A 2' -06 WIDE LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. HANDICAP PARKING SIGN 8' min 8' min HANDICAP 51 HANDICAP TYP. NP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 7 NO SCALE C803 STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN F-1 LANDSCAPE AREA INSTALLED IN PARKING LOT. � ( HANDICAP LOCATIONS 2 -Slim n WHERE STALLS FACING. �� II II II PAVING BASE LIGHT DUTY 2' STEEL PIPE, ROUND OR SQUARE, 5% - 13.33X > 11% 8.33% MAXIMUF SET IN CONCRETE ��� O-G ASPHALT ton ,�6' STEEL PIPE FILLED W/ CONCRETE JOINTS SHALL BE CUT �• '. • W tt y .S z wo i-- . -�L•.• CONCRETE FOOTING °� II II p CD -' 21-0 TRAFFIC C3- I I 20 � a o� I I m MIN. TO CURB Z NO SCALE cn umEn w w /- MOWING EDGE 6 PAVING BASE LIGHT DUTY 8.33% + 5% - 13.33X > 11% 8.33% MAXIMUF 5% MAXIMUM ��� O-G ASPHALT SQUA ;E PATTERN JOINTS SHALL BE CUT �• '. • o y . ,.. •.. • '.. �-l• CONCRETE FOOTING o a_ w o i-- . -�L•.• CONCRETE FOOTING `p SURFACE p 10� -' 18' TRAFFIC SIGNAGE 8 Z NO SCALE C803 100' TOP CF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS —J ^V L-IVI L-1 1 1 (20' MAX. SPACING) CURB JOINT DETAIL C803 s" CO DETECTABLE WARNING ELEMENTS SETTING BED CONCRETE BASE INTEGRAL CURB O SLOPE 12-1 PAVEMENT 1/2- PREFORMED JOINT FlLLER 0.4' -0.9' N 0, o LIGHT DUTY 8.33% + 5% - 13.33X > 11% 8.33% MAXIMUF 5% MAXIMUM ��� O-G ASPHALT SQUA ;E PATTERN JOINTS SHALL BE CUT PROVIDE 2' -0- LEVEL STRIP 2' -0' TRUNCATED DOMES USED IF ALGEBRAIC DIFFERENCE TMIRED EXCEEDS IN DETECTABLE WARNINGS ExcEms 1, X. MONOLITHIC LEVEL STRIP. DETECTABLE WARNING BRICK CHANGE OF GRADE BRUSHED SAND FIXTURE SETTING BED Curb if required SLOP` CONCRETE BASE 7- 2- 2- PAVEFENT 3- a , DETAIL OF RAMP GROOVES BRICK SURFACE CONSTRUCTION ��? #b SPA. O 18- pgyplENT CONSTRUCTION OF CURB IF SEPERA7ED FROM RA"P E3 —j ALTERNATE CURB CONSTRUCTION 0 VVI I h JLU I IUIN LU /.UL ur J I AnuANu IIVUU I JrLLJ. SIDEWALK ADJACENT TO Cu rTo X803 NO SCALE NOTES: BROOM FINISH AND EDGED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES IF AGGREGATE: IS REQUIRED #1153 STONE WILL BE USED AT A MINIMUM OF 4" 48' BETWEEN EXPANSION JOINTS (MAX.) TAPERED CURB END DETAIL NO SCALE C$ SlrlAwmIL lace / L-- PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK 03 NO SCALE NOTES: BROOM FINISH AND EDGED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4" Sidewalk 6'-0 m1n V -0 min 6' -0 min Sidewalk Slope Slope 12:1 I U I Pavement SECTION A -A SECTION B -B 6. SECTION A -A NOTES See Standard Drawing E 9• Curb optional. Shall be used when necessary based 604- SWCR -02 for groove details. on field conditions. SIDEWALK CURB RAMP TYPE K 7. See Standard Drawing E 604 - SWCR -02 for details 10. See Standard Drawing E 604- SWCR -02 for typical of dotoctabao womhgs surfaco. ramp construction detail. EARTH OR SIDEWALK SURFACE UNDERDRAIN TRENCH TO BE FLUSH WITH BACK OF CURB INSTALL FILTER FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL #8 WASHED AGGREGATE 8. See Standard Drawing E 604- SWCR -02 for 11. See Standard Drawing E 604- SWCR -01 and -02 altemate curb construction. for Location Plan and General Notes respectively. HANDICAP RAMP DETAIL5/'12 C8O3 CONCRETE CURB OR CURB & GUTTER ° PAVEMENT A. ASPHALT OR AGGREGATE PER TYPICAL SECTION DOUBLE FALL PIPE SUBSURFACE DRAIN 03 NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT FULL DEPTH ASPHALT CONCRETE i TYPICAL PAVEMENT SECTION DETAILS LIGHT DUTY HEAVY DUTY NOTE: DRAWN BY: ASPHALT °w ASPHALT z JOINTS SHALL BE CUT o d +d1= 6 " +12n =18° LA w p WITH A JOINTER HAVING A `p SURFACE p SURFACE -' RADIUS OF 1 /4 , AND FILLED -' a w W Z BINDER #9 WITH JOIN T FILLER. w w -' LL Z in W LIMESTONE L-I CL w — N II LI Q 6' -0" MAXIMUM DISTANCE OR WIDTH OF WALK IF d N o N/A 4" #2 STONE F LESS THAN 6'--0" BETWEEN TRANSVERSE JOINTS N/A N/A 48' BETWEEN EXPANSION JOINTS (MAX.) TAPERED CURB END DETAIL NO SCALE C$ SlrlAwmIL lace / L-- PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK 03 NO SCALE NOTES: BROOM FINISH AND EDGED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4" Sidewalk 6'-0 m1n V -0 min 6' -0 min Sidewalk Slope Slope 12:1 I U I Pavement SECTION A -A SECTION B -B 6. SECTION A -A NOTES See Standard Drawing E 9• Curb optional. Shall be used when necessary based 604- SWCR -02 for groove details. on field conditions. SIDEWALK CURB RAMP TYPE K 7. See Standard Drawing E 604 - SWCR -02 for details 10. See Standard Drawing E 604- SWCR -02 for typical of dotoctabao womhgs surfaco. ramp construction detail. EARTH OR SIDEWALK SURFACE UNDERDRAIN TRENCH TO BE FLUSH WITH BACK OF CURB INSTALL FILTER FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL #8 WASHED AGGREGATE 8. See Standard Drawing E 604- SWCR -02 for 11. See Standard Drawing E 604- SWCR -01 and -02 altemate curb construction. for Location Plan and General Notes respectively. HANDICAP RAMP DETAIL5/'12 C8O3 CONCRETE CURB OR CURB & GUTTER ° PAVEMENT A. ASPHALT OR AGGREGATE PER TYPICAL SECTION DOUBLE FALL PIPE SUBSURFACE DRAIN 03 NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT FULL DEPTH ASPHALT CONCRETE i TYPICAL PAVEMENT SECTION DETAILS X803 CONCRETE PAVEMENT d =6" CONCRETE WITH 6X6 6/6 WWF d1 =6» #53 CRUSHED LIMESTONE NOTES: 1. ADD 1" TO ALL TOTAL BITUMINOUS AND CONCRETE THICKNESSES IF ANTICIPATED TRUCK TRAFFIC IS GREATER THAN 10 %.. 2. SUBGRADE SHALL BE PREPARED PER INDOT No. 207. 3. ADD TACK COAT. 6x6 6/6 WWF O 0 D 0 0 0 0 0 ° 0 0 a C) 0 a 0 0 a 0 ° 0 0 a C) 0 a 0 0° o 0 o �0 ° o �0 o 00 ° 0 00 ° o 00 ° 0 00 ° 0 00 ° o v o 0 0 0 0 0 0 0 0 o a o 6" CONCRETE PAVEMENT 6" #8 CRUSHED LIMESTONE AGGREGATE © PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION le"o 3 T( COMPACTED BACKFILL JS PAVEMENT 6" CONCRETE MINIMUM STRAIGHT CONCRE7F CURB C803 NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" DAMPEN SUBGRADE BEFORE FLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILIJNG OR COMPACTION MAY OCCUR 12' FROM CURB UN11L 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE i i � ' � 1 L-44 = // • move,$$ N AL 1\� \\ DATE: 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. (2006) THE SCHNEIDER CORPORATION Historic Fort Harrision 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 LIGHT DUTY HEAVY DUTY RIGHT -OF -WAY DRAWN BY: ASPHALT ASPHALT ASPHALT SHEET 11TLE: d +d1 =10" (d +d1 =5 " +8 " =13 ") d +d1= 6 " +12n =18° LA 1.5" HMA 9.5MM 1.5" HMA 9.5MM 1.5" HMA #11 SURFACE SURFACE SURFACE B 1.5" HMA 12.5MM 2.5" HMA 12.5MM 2" HMA #8 BINDER #9 BINDER #9 BINDER C 6" #53 CRUSHED 8" #53 CRUSHED 3" HMA 5D BAS E LIMESTONE LIMESTONE o'^ Lo D N/A N/A 7" #53 STONE E N/A N/A 4" #2 STONE F N/A N/A N/A X803 CONCRETE PAVEMENT d =6" CONCRETE WITH 6X6 6/6 WWF d1 =6» #53 CRUSHED LIMESTONE NOTES: 1. ADD 1" TO ALL TOTAL BITUMINOUS AND CONCRETE THICKNESSES IF ANTICIPATED TRUCK TRAFFIC IS GREATER THAN 10 %.. 2. SUBGRADE SHALL BE PREPARED PER INDOT No. 207. 3. ADD TACK COAT. 6x6 6/6 WWF O 0 D 0 0 0 0 0 ° 0 0 a C) 0 a 0 0 a 0 ° 0 0 a C) 0 a 0 0° o 0 o �0 ° o �0 o 00 ° 0 00 ° o 00 ° 0 00 ° 0 00 ° o v o 0 0 0 0 0 0 0 0 o a o 6" CONCRETE PAVEMENT 6" #8 CRUSHED LIMESTONE AGGREGATE © PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION le"o 3 T( COMPACTED BACKFILL JS PAVEMENT 6" CONCRETE MINIMUM STRAIGHT CONCRE7F CURB C803 NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" DAMPEN SUBGRADE BEFORE FLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILIJNG OR COMPACTION MAY OCCUR 12' FROM CURB UN11L 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE i i � ' � 1 L-44 = // • move,$$ N AL 1\� \\ DATE: 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. (2006) THE SCHNEIDER CORPORATION Historic Fort Harrision 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.: 12/29/06 5960.001 DRAWN BY: Q � RJS, o o SHEET 11TLE: GENERAL DETAILS 0 XREF: F: \ TSC— LDT4 \cis_stnd \SheetNotes \Titlel.dwg XREF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg XREF: S:\3k\3462\006\drainage\BMP\Concrete Sill. C) w � � F•�1 1 o'^ Lo C) 1--4 f24 �:D cn T'1 z �::) o • V1 w o � �+ C\ C\2 0 DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS, ALF SHEET 11TLE: GENERAL DETAILS DRAWING FILES: S: \5k \5960 \001 \dwgs \C803— C805.dwg XREF: F: \ TSC— LDT4 \cis_stnd \SheetNotes \Titlel.dwg XREF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg XREF: S:\3k\3462\006\drainage\BMP\Concrete Sill. SHEET NO.: Exist Tapp i ng VIC Bend As Re SET TOP FLUSH WITH FINISHED GRADE VALVE SPEC0CAT10N: VALVE 3" AND LARGER SHALL BE ADJUSTABLE VALVE BOX IRON BODY NON – RISING STEM GATE (COVER TO BE MARKED VALE. VALVES SHALL BE RESILIENT "WATER ") SEATED GATE VALVES AND SHALL MEET THE REQUIREMENTS OF EAST JORDAN IRONWORKS MODEL ANSI /AWWA C -509 AND SHALL HAVE MECHANICAL JOINTS AND ACCESSORIES SHALL 1EET THE 6" PVC CAP REQUIREMENTS OF ANSI /AWWA C -111 /"21.11. 36 x 36 x 6 CONCRETE �– WATER MAIN GATE VALVE AND BOX- NO SCAB C804 Note: Ali do i nts Shall Be Restrained Except In Run Of Tee. PLAN P i pe Sha l l Be al led Unde,•r The ring Water Main Water Main 12 " Min. Notes: 1 ) Mega I ug f I anges shall be used for a l l mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. CONNECTION TO EXISTING MAIN See Trench Detail For Bock f i l l Requirements Existing Water Main New Water Main Bed Pipe In Specified Gronu l ar Bedding Material Hand Tamed In 6 " L ayers To Pipe Cen ter l i ne Bedding Material Shal l Conform To INDOT 903.021 Size No. 8 SECTION FlNISHED r° A nr NOTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. 20" VESTAL CASTING WITH 12" LID, LETTERED "SEWER CLEANOUT" WITH PENTAGONAL BOLT / LOCK HDPE PIPE TO EXTEND , 6" PVC % MINIMUM 3 ABOVE STONE 20 "0 FRATCO HDPE METER PIT, . 7.2 LBS /FT, MIN. 3' DEEP OR EQUAL LACE 8 DIAMETER HDPE PIPE: � �\ AROUND LATERAL PRIOR TO BACKFILLING. HDPE PIPE TO EXTEND \� INTO CONCRETE. 3-1/2"x4" SLITS TO BE CUT -� INTO HDPE IMMEDIATELY ABOVE FLOW —�-- CONCRETE TO ALLOW DRAINAGE. f s 6" FROM TOP OF PIPE TO BOTTOM d r OF METER PIT. CONTRACTOR SHALL NOT ALLOW METER PIT TO CONTACT MINIMUM 1" & MAXIMUM 4" N NOTE: CONCRETE APRON AND CASTING SHALL BE CLEARANCE F FROM TOP OF I INSTALLED SO THAT THEY DO NOT CAP TO BOTTOM OF CASTING C CONTACT THE LATERAL OR LATERAL CAP. EAST JORDAN IRONWORKS MODEL 1755 CASTING, LETTERED "SEWER" FINAL GRADE 1 6" PVC CAP ,Ill, iA 6� CLEARANCE FROM TOP OF PIPE 3 36 x 36 x 6 CONCRETE TO TOP OF #8 STONE A APRON WITH FIBERMESH��i 6 MINIMUM (TYP.) R REINFORCEMENT. 6„ SDR35 PVC PIPE P PLACE MINIMUM 8" DIAMETER j\ (6 , HDPE PIPE AROUND LATERAL i��� N�i�, M MINIMUM 4" CONCRETE CAP FROM P PRIOR TO BACKFILLING. HDPE 6" OVER PIPE, P PIPE TO EXTEND INTO NOT TO EXTEND BEYOND FIRST PIPE C CONCRETE. JOINT OF WYE. MINIMUM CONCRETE �--- MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING EXPANSION JOINT AROUND LATERAL PAVEMENT " FINAL GRADE 6 PVC CAP d ff..7 7t FINAL GRADE r. 6" PVC PIPE / \ \\ FOUNDATION (FOOTER) 6" PVC PIPE LO :d 6" X 6" X 6" TEE –WYE 4" X 3" REDUCER MINIMUM 4" CONCRETE CAP FROM = • THE SPRING I MBING �: ; : ±�� �`' I (6" X 6" X 6 ") TEE –WYE //\ LINE TO 6 OVER PIPE, I :. , ; NOT TO EXTEND BEYOND FIRST PIPE JOINT OF WYE. MINIMUM CONCRETE %jam 4 STRENGTH OF 3500 PSI, 28 DAY —#- p�o COMPRESSIVE STRENGTH. An SEWER LATERAL #8 STONE BELOW CONCRETE --' i.. ir, i�. i��i��i� :i.�i��i.�i.:i. %i.. /i., /i LATERAL /TEE –WYE CONCRETE CAP. APRON TO PREVENT CLEANOUT TYPE 2 CLEANOUT TYPE 3 SETTLING. EXTEND TO UNDISTURBED EARTH. (HARDSCAPF SURFACFS) NOTE: �� \ WATER MAINS SHALL NOT BE LOCATED IN THE SAME TRENCH AS SANITARY SEWERS. �j \� "A„ \ \i i i SANITARY SEWER 10' MiNIMU Til 10' MINIMUM WATER MAIN JOINT SANITARY SEWER "A" JOINT ir IN I FLOW --- 1ATER MAIN (GRASS OR LANDSCAPE SURFACES BEYOND FIVE FEET OF BUILDING) IF T IS IF 'B' IS THEN SANITARY SEAM PIPE SEGMENT SHALL BE 18" OR MORE 10' OR MORE NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS LESS THAN 18' LESS THAN 10' PVC (EITHER ASTM D 2241 (SDR 21) OR ANSI /AWWA C900 (DR 18) OR ANSI /AWWA C905 (DR 21) OR DUCTILE IRON (CLASS 51 MIN,MUM) NOTE: SEPARATION DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL CONFORM TO INDIANA STATE BOARD Of HEALTH'S "ON-SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTABLISHMENTS - BULLETIN S.E. 13` WELL /WATER SUPPLY &SEWER CROSSING DETAIL C EDGE OF PAVEMENT, CURB, GUTTER OR MIN. 6' TOPSOIL SIMILAR STRUCTURE 5' OR LESS TO ENSURE GRASS IN THE PUBLIC R/W GROWTH EDGE OF PAVEMENT, MIN. fi' TOPSOIL CURB, GUTTER OR TO ENSURE GRASS SIMILAR STRUCTURE GREATER THAN 5' / / \ IN THE PUBLIC R/W GROWTH \ - •• • -• - : •• .. REGULAR BACKFILL 'B' BORROW OR EQUIV. GRANULAR MATERIAL \ MIN. 1.25 Bc +12' , COMPACTED TO 95% \ \ STANDARD PROCTOR ; .. REGULAR BACKFILL DENSITY ' _ MIN. 1.25 Bcf•12' 6116 .. _ • MIN. 12' - .. #8 CRUSHED STONE OR MIN 12' APPROVED EQUIV. CLASS I BEDDING MATERIAL ,i' • , = #8 CRUSHED STONE OR HAND TAMPED OR WALKED APPROVED EQUIV. INTO PLACE Be CLASS I BEDDING MATERIAL -' • / HAND TAMPED OR WALKED ' �.\ \ INTO PLACE ■ - , 4 WITHIN 5' OF EDGE OF PAVEMENT NOTE GREATER THAN 5' FROM EDGE OF PAVEMENT ALL BEDDING do INITIAL BACKFILL NOTE: SHALL BE INSTALLED IN fi' ALL BEDDING & INITIAL BACKFILL TO 12` BALANCED LIFTS SHALL BE INSTALLED N 8' A MINIMUM 9. OF CLEARANCE SHALL LEGEND TO 12• BALANCED LIFTS BE PROVIDED ON EACH SIDE OF A MINIMUM 9' OF CLEARANCE SHALL THE INSTALLED PIPE Bc = OUTSIDE DIAMETER BE PROVIDED ON EACH SIDE OF D = INSIDE DIAMETER THE INSTALLED PIPE d = DEPTH OF BEDDING MATMAL BELOW PIPE TRENCH DETAIL ri*4 TRENCH DETAIL PLASTIC PIPE (PVC & HDPE) PIPE PAC & HDPE C804 PLASTIC � ) NOTE: NOTE: TOP OF CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 ALL CLEANOUT PIPE AND FITTINGS TO BE PVC SCHEDULE 40 FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN OR SDR 35 WHEN SHALLOWER THAN TWELVE (12) FEET. AT PEDESTRIAN OR VEHICULAR TRAFFIC WAY. DEPTHS GREATER THAN TWELVE (12) FEET MATERIAL TO AE PVC SDR 26.. TYPICAL CLEANOUT DETAILS-r- � C804 •CTRWD• Clay Township Regional 1*A /aste District P http: / /www,ctrwdsewers.org/ • (317) 844 -9200 • Fax (317) 844 -9203 Q ytiti August 2000 CORE — AND ' .• a SEAL VATH BOOT . • ; NOTE: - DROP PIPES SHALL BE OPPOSITE FROM STEPS MEN POSSIBLE. • - r 12' OF #8 CRUSHED STONE 1" STANLESS STEEL STRAP VATH (2) 1 14'at 3X14' LG. STAINLESS STEEL E0ANSi4N ti ANCHOR AT 2' MAXIIAJdd SANITARY SEVER SPACING (14NUUM OF TWO ' STIES) M d _ M NATIVE UNDt5TUROM SOIL � -= '• PVC PIPE 1MTH 9(r FYL EXCAVATED SPACE BEND SHALL MATCH OUTSDE OF H UNDER PIPE WIT `. -- INCOMING PIPE GUSHED STONE M A �I ? GROUT MANHOLE BOTTOM MINIMUM OF 6` ON EACH ; ' •, TO PROVIDE NTH !:LOW SIDE OF PIPE -; CHANNEL TRANSITION -� . I ,) l•l INSIDE DROP DETAIL NOT TO SCALE NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3" OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. 2 C804 4 4 Xv 3500 PSI CONCP,ETE– a• ,. a \ / / \ /j \/j d aka Perspective dew –earth cut away CRADLE SHALL BEAR ON /� \/ LEGEND /� \ /� \ /�� \�\/ UNDISTURBED EARTH j / /�f / /� /�� // ec = auTsoE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE BOTTOM OF TRENCH 3 C804 CONCRETE CRADLE DETAIL_ 6° MINIMUM. SEE SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN FIVE FEET OF BUILDING) 6" SEWER LATERAL �Q•• G i 6161011 ii / 11/lNAI DATE: 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. (2006) (ar THE SCHNEIDER CORPORATION Historic Fort Harrision 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 CD Q co O cc w Cn C) l� Z 1. i Z w w � � C) Q � w w o Lo w r' o 1rT N Ix C\2 O U DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: ' GENERAL DETAILS DRAWING FILES: S: \5k \5960 \001 \dwgs \C803– C805.dwg XREF: F: \ TSC– LDT4 \cis_stnd \SheetNotes�Titiel.dwq XREF: S: \3k \3462 \006 \dwgs \AS4– CFD.dwg XREF: S: \3k\3462\006 \drain age\BMP\Con crete Sill. SHEET NO.: 4 An SEWER LATERAL #8 STONE BELOW CONCRETE --' i.. ir, i�. i��i��i� :i.�i��i.�i.:i. %i.. /i., /i LATERAL /TEE –WYE CONCRETE CAP. APRON TO PREVENT CLEANOUT TYPE 2 CLEANOUT TYPE 3 SETTLING. EXTEND TO UNDISTURBED EARTH. (HARDSCAPF SURFACFS) NOTE: �� \ WATER MAINS SHALL NOT BE LOCATED IN THE SAME TRENCH AS SANITARY SEWERS. �j \� "A„ \ \i i i SANITARY SEWER 10' MiNIMU Til 10' MINIMUM WATER MAIN JOINT SANITARY SEWER "A" JOINT ir IN I FLOW --- 1ATER MAIN (GRASS OR LANDSCAPE SURFACES BEYOND FIVE FEET OF BUILDING) IF T IS IF 'B' IS THEN SANITARY SEAM PIPE SEGMENT SHALL BE 18" OR MORE 10' OR MORE NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS LESS THAN 18' LESS THAN 10' PVC (EITHER ASTM D 2241 (SDR 21) OR ANSI /AWWA C900 (DR 18) OR ANSI /AWWA C905 (DR 21) OR DUCTILE IRON (CLASS 51 MIN,MUM) NOTE: SEPARATION DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL CONFORM TO INDIANA STATE BOARD Of HEALTH'S "ON-SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTABLISHMENTS - BULLETIN S.E. 13` WELL /WATER SUPPLY &SEWER CROSSING DETAIL C EDGE OF PAVEMENT, CURB, GUTTER OR MIN. 6' TOPSOIL SIMILAR STRUCTURE 5' OR LESS TO ENSURE GRASS IN THE PUBLIC R/W GROWTH EDGE OF PAVEMENT, MIN. fi' TOPSOIL CURB, GUTTER OR TO ENSURE GRASS SIMILAR STRUCTURE GREATER THAN 5' / / \ IN THE PUBLIC R/W GROWTH \ - •• • -• - : •• .. REGULAR BACKFILL 'B' BORROW OR EQUIV. GRANULAR MATERIAL \ MIN. 1.25 Bc +12' , COMPACTED TO 95% \ \ STANDARD PROCTOR ; .. REGULAR BACKFILL DENSITY ' _ MIN. 1.25 Bcf•12' 6116 .. _ • MIN. 12' - .. #8 CRUSHED STONE OR MIN 12' APPROVED EQUIV. CLASS I BEDDING MATERIAL ,i' • , = #8 CRUSHED STONE OR HAND TAMPED OR WALKED APPROVED EQUIV. INTO PLACE Be CLASS I BEDDING MATERIAL -' • / HAND TAMPED OR WALKED ' �.\ \ INTO PLACE ■ - , 4 WITHIN 5' OF EDGE OF PAVEMENT NOTE GREATER THAN 5' FROM EDGE OF PAVEMENT ALL BEDDING do INITIAL BACKFILL NOTE: SHALL BE INSTALLED IN fi' ALL BEDDING & INITIAL BACKFILL TO 12` BALANCED LIFTS SHALL BE INSTALLED N 8' A MINIMUM 9. OF CLEARANCE SHALL LEGEND TO 12• BALANCED LIFTS BE PROVIDED ON EACH SIDE OF A MINIMUM 9' OF CLEARANCE SHALL THE INSTALLED PIPE Bc = OUTSIDE DIAMETER BE PROVIDED ON EACH SIDE OF D = INSIDE DIAMETER THE INSTALLED PIPE d = DEPTH OF BEDDING MATMAL BELOW PIPE TRENCH DETAIL ri*4 TRENCH DETAIL PLASTIC PIPE (PVC & HDPE) PIPE PAC & HDPE C804 PLASTIC � ) NOTE: NOTE: TOP OF CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 ALL CLEANOUT PIPE AND FITTINGS TO BE PVC SCHEDULE 40 FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN OR SDR 35 WHEN SHALLOWER THAN TWELVE (12) FEET. AT PEDESTRIAN OR VEHICULAR TRAFFIC WAY. DEPTHS GREATER THAN TWELVE (12) FEET MATERIAL TO AE PVC SDR 26.. TYPICAL CLEANOUT DETAILS-r- � C804 •CTRWD• Clay Township Regional 1*A /aste District P http: / /www,ctrwdsewers.org/ • (317) 844 -9200 • Fax (317) 844 -9203 Q ytiti August 2000 CORE — AND ' .• a SEAL VATH BOOT . • ; NOTE: - DROP PIPES SHALL BE OPPOSITE FROM STEPS MEN POSSIBLE. • - r 12' OF #8 CRUSHED STONE 1" STANLESS STEEL STRAP VATH (2) 1 14'at 3X14' LG. STAINLESS STEEL E0ANSi4N ti ANCHOR AT 2' MAXIIAJdd SANITARY SEVER SPACING (14NUUM OF TWO ' STIES) M d _ M NATIVE UNDt5TUROM SOIL � -= '• PVC PIPE 1MTH 9(r FYL EXCAVATED SPACE BEND SHALL MATCH OUTSDE OF H UNDER PIPE WIT `. -- INCOMING PIPE GUSHED STONE M A �I ? GROUT MANHOLE BOTTOM MINIMUM OF 6` ON EACH ; ' •, TO PROVIDE NTH !:LOW SIDE OF PIPE -; CHANNEL TRANSITION -� . I ,) l•l INSIDE DROP DETAIL NOT TO SCALE NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3" OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. 2 C804 4 4 Xv 3500 PSI CONCP,ETE– a• ,. a \ / / \ /j \/j d aka Perspective dew –earth cut away CRADLE SHALL BEAR ON /� \/ LEGEND /� \ /� \ /�� \�\/ UNDISTURBED EARTH j / /�f / /� /�� // ec = auTsoE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE BOTTOM OF TRENCH 3 C804 CONCRETE CRADLE DETAIL_ 6° MINIMUM. SEE SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN FIVE FEET OF BUILDING) 6" SEWER LATERAL �Q•• G i 6161011 ii / 11/lNAI DATE: 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. (2006) (ar THE SCHNEIDER CORPORATION Historic Fort Harrision 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 CD Q co O cc w Cn C) l� Z 1. i Z w w � � C) Q � w w o Lo w r' o 1rT N Ix C\2 O U DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: ' GENERAL DETAILS DRAWING FILES: S: \5k \5960 \001 \dwgs \C803– C805.dwg XREF: F: \ TSC– LDT4 \cis_stnd \SheetNotes�Titiel.dwq XREF: S: \3k \3462 \006 \dwgs \AS4– CFD.dwg XREF: S: \3k\3462\006 \drain age\BMP\Con crete Sill. SHEET NO.: 4 NOTE: SEPARATION DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL CONFORM TO INDIANA STATE BOARD Of HEALTH'S "ON-SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTABLISHMENTS - BULLETIN S.E. 13` WELL /WATER SUPPLY &SEWER CROSSING DETAIL C EDGE OF PAVEMENT, CURB, GUTTER OR MIN. 6' TOPSOIL SIMILAR STRUCTURE 5' OR LESS TO ENSURE GRASS IN THE PUBLIC R/W GROWTH EDGE OF PAVEMENT, MIN. fi' TOPSOIL CURB, GUTTER OR TO ENSURE GRASS SIMILAR STRUCTURE GREATER THAN 5' / / \ IN THE PUBLIC R/W GROWTH \ - •• • -• - : •• .. REGULAR BACKFILL 'B' BORROW OR EQUIV. GRANULAR MATERIAL \ MIN. 1.25 Bc +12' , COMPACTED TO 95% \ \ STANDARD PROCTOR ; .. REGULAR BACKFILL DENSITY ' _ MIN. 1.25 Bcf•12' 6116 .. _ • MIN. 12' - .. #8 CRUSHED STONE OR MIN 12' APPROVED EQUIV. CLASS I BEDDING MATERIAL ,i' • , = #8 CRUSHED STONE OR HAND TAMPED OR WALKED APPROVED EQUIV. INTO PLACE Be CLASS I BEDDING MATERIAL -' • / HAND TAMPED OR WALKED ' �.\ \ INTO PLACE ■ - , 4 WITHIN 5' OF EDGE OF PAVEMENT NOTE GREATER THAN 5' FROM EDGE OF PAVEMENT ALL BEDDING do INITIAL BACKFILL NOTE: SHALL BE INSTALLED IN fi' ALL BEDDING & INITIAL BACKFILL TO 12` BALANCED LIFTS SHALL BE INSTALLED N 8' A MINIMUM 9. OF CLEARANCE SHALL LEGEND TO 12• BALANCED LIFTS BE PROVIDED ON EACH SIDE OF A MINIMUM 9' OF CLEARANCE SHALL THE INSTALLED PIPE Bc = OUTSIDE DIAMETER BE PROVIDED ON EACH SIDE OF D = INSIDE DIAMETER THE INSTALLED PIPE d = DEPTH OF BEDDING MATMAL BELOW PIPE TRENCH DETAIL ri*4 TRENCH DETAIL PLASTIC PIPE (PVC & HDPE) PIPE PAC & HDPE C804 PLASTIC � ) NOTE: NOTE: TOP OF CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 ALL CLEANOUT PIPE AND FITTINGS TO BE PVC SCHEDULE 40 FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN OR SDR 35 WHEN SHALLOWER THAN TWELVE (12) FEET. AT PEDESTRIAN OR VEHICULAR TRAFFIC WAY. DEPTHS GREATER THAN TWELVE (12) FEET MATERIAL TO AE PVC SDR 26.. TYPICAL CLEANOUT DETAILS-r- � C804 •CTRWD• Clay Township Regional 1*A /aste District P http: / /www,ctrwdsewers.org/ • (317) 844 -9200 • Fax (317) 844 -9203 Q ytiti August 2000 CORE — AND ' .• a SEAL VATH BOOT . • ; NOTE: - DROP PIPES SHALL BE OPPOSITE FROM STEPS MEN POSSIBLE. • - r 12' OF #8 CRUSHED STONE 1" STANLESS STEEL STRAP VATH (2) 1 14'at 3X14' LG. STAINLESS STEEL E0ANSi4N ti ANCHOR AT 2' MAXIIAJdd SANITARY SEVER SPACING (14NUUM OF TWO ' STIES) M d _ M NATIVE UNDt5TUROM SOIL � -= '• PVC PIPE 1MTH 9(r FYL EXCAVATED SPACE BEND SHALL MATCH OUTSDE OF H UNDER PIPE WIT `. -- INCOMING PIPE GUSHED STONE M A �I ? GROUT MANHOLE BOTTOM MINIMUM OF 6` ON EACH ; ' •, TO PROVIDE NTH !:LOW SIDE OF PIPE -; CHANNEL TRANSITION -� . I ,) l•l INSIDE DROP DETAIL NOT TO SCALE NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3" OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. 2 C804 4 4 Xv 3500 PSI CONCP,ETE– a• ,. a \ / / \ /j \/j d aka Perspective dew –earth cut away CRADLE SHALL BEAR ON /� \/ LEGEND /� \ /� \ /�� \�\/ UNDISTURBED EARTH j / /�f / /� /�� // ec = auTsoE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE BOTTOM OF TRENCH 3 C804 CONCRETE CRADLE DETAIL_ 6° MINIMUM. SEE SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN FIVE FEET OF BUILDING) 6" SEWER LATERAL �Q•• G i 6161011 ii / 11/lNAI DATE: 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. (2006) (ar THE SCHNEIDER CORPORATION Historic Fort Harrision 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 CD Q co O cc w Cn C) l� Z 1. i Z w w � � C) Q � w w o Lo w r' o 1rT N Ix C\2 O U DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: ' GENERAL DETAILS DRAWING FILES: S: \5k \5960 \001 \dwgs \C803– C805.dwg XREF: F: \ TSC– LDT4 \cis_stnd \SheetNotes�Titiel.dwq XREF: S: \3k \3462 \006 \dwgs \AS4– CFD.dwg XREF: S: \3k\3462\006 \drain age\BMP\Con crete Sill. SHEET NO.: 4 NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3" OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. 2 C804 4 4 Xv 3500 PSI CONCP,ETE– a• ,. a \ / / \ /j \/j d aka Perspective dew –earth cut away CRADLE SHALL BEAR ON /� \/ LEGEND /� \ /� \ /�� \�\/ UNDISTURBED EARTH j / /�f / /� /�� // ec = auTsoE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE BOTTOM OF TRENCH 3 C804 CONCRETE CRADLE DETAIL_ 6° MINIMUM. SEE SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN FIVE FEET OF BUILDING) 6" SEWER LATERAL �Q•• G i 6161011 ii / 11/lNAI DATE: 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. (2006) (ar THE SCHNEIDER CORPORATION Historic Fort Harrision 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 CD Q co O cc w Cn C) l� Z 1. i Z w w � � C) Q � w w o Lo w r' o 1rT N Ix C\2 O U DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: ' GENERAL DETAILS DRAWING FILES: S: \5k \5960 \001 \dwgs \C803– C805.dwg XREF: F: \ TSC– LDT4 \cis_stnd \SheetNotes�Titiel.dwq XREF: S: \3k \3462 \006 \dwgs \AS4– CFD.dwg XREF: S: \3k\3462\006 \drain age\BMP\Con crete Sill. SHEET NO.: 4 DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: ' GENERAL DETAILS DRAWING FILES: S: \5k \5960 \001 \dwgs \C803– C805.dwg XREF: F: \ TSC– LDT4 \cis_stnd \SheetNotes�Titiel.dwq XREF: S: \3k \3462 \006 \dwgs \AS4– CFD.dwg XREF: S: \3k\3462\006 \drain age\BMP\Con crete Sill. SHEET NO.: 4 PIPE UNDERDRAIN 15' IN I EACH DIRECTION UNDER PAVEMENT. I SEE DETAIL 36" CONCRETE COLLAR / I I EACH STREET CENTERLINE. 00 oO \ o0 STORM MANHOLE GRADE ( NEENAH TYPE CASTING RIM I I NO. R -3433 (OR EJIW 5230) ... 24 ,: p 00 ....................... a.. >4 15 DIA. 1/2" STEEL 48" DIA. PLATE WITH 6" DIA. 6' DIA. ORIFICE ORIFICE CUT OUT, CUT OUT I I 24" PIPE GROUTED IN PLACE - - - IN FROM INV = 857.95 UNDERGROUND - I ' N I DETENTION I 6" DIA. ORIFICE I 12" OUTLET PIPE _ I '� OUT TO STR. #601 I INV = 857.50 _ _ I OUTLET CONTROL DETAIL .G..a..R :':'4t : :� :�: 1d ' : :'�', ". :b' : :•c.:a:•.'xi'�'.' •p ••• e.4' 'A•. * .............. ..... A .' P.'.'.°::° ':':'e'::'�::': °::�...... :e:°:. STANDARD REINFORCED CrNC. BASE LGROUT BOTTOM 0 6" #8 STONE 1/4" PER FOOT MIN. OUTLET CONTROL S TR. #6 02 9 NO SCALE C805 If traffic loading (H -20) is required or anticipated, a concrete pad must be placed over the entire Stormwater Treatment System. Sample details of concrete pad available upon request. Cove 1 " ; !' , :Concrete, , . ;•* ', .. • .. .� \Frame 15Hf Manhole Frame & Cover Detail For H -20 Traffic Loading Areas NTS STANDARD NOTE: 1. System shall be designed for the following capacities: Peak Treatment Flow: 3.2 cfs Sediment Storage: 32 f;3 Oil /Debris Storage: 190 gal. *Please see accompanied Aqua -Swirl specification notes. * See Site Plan fc 3" Typ F 10" man View Cover -� Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. Varies 18" OD Max ,d Baffles al Base Plate 711 �C �S g„ 4• � Fig C °'OCR OA � FI � I cal I -- - - ---- �- 0 l l r I Q I PIPE I Q I �� -� can I I CUL`,IERT CONCRETE w I END SECTION N dl I ' COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED PAY LENGTH END SECTION ON SIDE SLOPE WHEN Y_-0j 6 �- OF CULVERT LENGTH (D) CALLED FOR ON PLANS PLAN VIEW SLOPE DETAIL DIA Grooved end on outlet end tongue end on inlet end D C B= D -C \ / 1 1 / 2 " r A SECT ION Y -Y a o ., Q 9 12 "C to C MAX.SPACING 3 o I HOOK Groove (or tongue) to BOLTS Q' be the some as on standard - ' o reinforced concrete pipe ASTM designation C76 { {{ N A , CLASS 'A' CONCRETE CLASS 'A' ' .: -•.' •' ' ' , •' - LONGITUDINAL SECTION CONCRETE E +2T SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA (MIN) A C D E K 36 R2 APPROX. WEIGHT 12" 2" 5" 4' -3" 6' ---2" 2' -0" 1.3 10 1/8 to 9" 800 15" 2 1 /4" 7" 4' -0" 6' -3" 2' -6" 1.5 12 1/2- 11„ 1,100 18" 2 1/2" 11" 4' -1" 6' -2" 3' -0" 1,8 15 1 2" 12" 1,300 21 2 3/4 11" 3' -6" 6' -3" 3'--6" 2.1 16 1/8" 13" 1,500 24" 3" 1'--0" 21 -8" 6' -31► 4 ► -0" 2.3 16 -3Z1 6" 14" 1,800 27" 3 1/4 of 1' -1" 2' -5" 6' -3" 4' -6" 2.6 18 1/2" " 14 1/2" 2,100 30" 3 1/2- 1' -2" 1' -10" 6' -3" 5' -0" 2.9 18 3/16" 15" 2,400 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5' -6" 3.1 18 1/2 " 17 1/2" 4,100 36" 4" 1' -5" 3' -1" 8' -3" 6' -t0" 3.4 23 3/4" 20" 4,200 48" 5" 2, -0" 2' -2" 8, -2" 7' -0" 128 1/8- 22" 6,500 �k TOLERANCE --PIPE UNDERDRAIN 15' IN EACH DIRECTION UNDER PAVEMENT. I SEE DETAIL 36' CONCRETE COLLAR LACH STREET CENTERLINE t o0 � I STORM MANHOLE GRADE I NEENAH TYPE CASTING RIM NO. R -3433 (OR EJIW 5230) —L n.1— Q'....4 ..4....g... OP _ ING d.. A I f B Q I I I I I ........................ 'e'..'a.'...'..�.'..:�..;;.'... STANDARD REINFORCED CONIC. BASE 6" #8 STONE DIMENSIONS (INCHES) A MAX B I.D. C (MIN) 12 36 IT 15 36 21 18 48 25 21 48 28 24 48 31 27 6D 34 30 60 38 33 60 4' 36 60 44 42 6 D - - - - - -- L� RtNGPROFILE. STORM MANHOLE DETAIL s NO SCALE TYPE C ceos PRECAST CONCRETE END SECTIO 7 C805 _ C PIPE Q w x DIRECTION CULVERT Ei '`' OF FLOW n Gravel 11shal e,derd at least 3.5 feet outvrard from Sy A Concentrator arrd for the NOTES full ce height or (in lucfn 1. MINIMUM THICKNESS OF RIPRAP T4 BE 12 ". Concentrator (induding rfser) extendi,g laterally to undisturbed sc:is. (See MH Dell i3eiaw) 2 GEOTEXTILE TO BE POLYFELT TS700 OR Manhole Frame and Cover by Manufacturer. Rim elevations to match finished (See Details) 30 grade. HDPE risers can be field Grade (Rim) cut by Contractor. Riser Vent -. Varies Manhole Frame & Cover Detail For H -20 Traffic Loading Areas NTS j' Document: AS -4 STD a�'O� ��� Sh1z!dk,,,; Drawn B SG M -TO �1 wATR1. TRS -TMC pOI.UT.O N" Scale: 1:20 3 Kanasita Wve, Suite A, Chattanooga, TV 37343 pate: 02/24/G4 ' Phone (888)34aguas Fax (423)8701005 Aqua -Swirl Concentrator Model AS -4 Standard Detail www.aquashleldinc.com J.S. Pantent No. 6524473 and other Patent Pendin 42" 10 C805 GRADE (NEW OR EXISTING) VARIES /-(NEW GRADE OR EXISTING) Ak 3• , �- _ U STANDARD HYDRO — III =III II1= III— S -75 EROSION CONTROL SEEDING W /STRAW ll 1— BLANKET AS MANUFACTURED BY MULCH & TACKIFIELD NORTH AMERICAN GREEN TYPICAL SWALE SECTION- s NO SCALE C805 APPROVED EQUAL r• La OR TO _DGE OF SAFETY LEDGE PLAN VIEW PIPE 9TF B Lo Y+f SM RPW 48' IT 30' 20' 12' 42' I0.V 25' 1 1113- 12' 36' 9' 7.5' 20' 15' 15' IT 9' 9' 30' 24' 6' 12' 10' 6' 12' -21' 4' 10' 8' 6' ME M PIPE END RIPRAP k GEOTEXTILE CULVERT CC SECTION (SEE NOTES) RIPRAP & GEOTEXTILE UNDER END SECTION 2, TOE ANCHOR CROSS SECIICYJ RIPRAP DETAIL ft... END SECTION s (FINAL) c805 EDGE OF PAVEMENT, MIN. 6' TOPSOIL EDGE OF PAVEMENT, CURB' GUTTER OR TO ENSURE GRASS SIMILAR STRUCTURE GREATER THAN 5 GROWTH CURB, GUTTER 5' OR LESS VI ENSURE GRASS EDGE OF TIER R MIN. 6' TOPSOIL IN THE PUBLIC R/W I EDGE OF PAY4,IEN7 CURB, GUTTER OR TO ENSURE GRASS N THE PUBUC R CURB, GUTTER E , WIN. 6' TOPSOIL Sit�ILAR STRUCTURE 5' � LIES$ /W GROWTH GROWTH IF NOT n'T TO ENSURE GRASS M THE PUBLIC R/VY `r7� -1 L' ' GREATER THAN 5' GROWTH UNDER PAVEMENT 5: s'' N THE PUBLIC R/W REGULAR BACKFIU_ .. SL. MIN. 1.25 Bc 'B' BORROW OR EQUIV. '` ' '' • ' .. • 4 GRANULAR MATERIAL MIN. 1.25 9c +12" MIN. 1.25 Bc+•12' - r' \' _. COMPACTED TO 95% REGULAR BACKFILL • • :' - ' 'r _ STANDARD PROCTOR MN 1.25 Bc+12' ' . REGULAR BACKFILL DENSITY , r - . MIN. 12' '8' BORROW OR EQUIV. 08' BORROW OR EQUIV. #8 CRUSHED STONE OR MIN. 12' MATERIAL � L • '••' '` GRANULAR MATERIAL GRANULAR M APPROVED EQUIV. - 95X COMPACTED TO L r .. COMPACTED TO 95% - CLASS !REDOING MATERIAL _ ; #d CRUSD STONE OR STANDARD PROCTOR ; :. STANDARD PROCTOR _ - - 1/6 Bc DENSITY DENSITY f Bc HAND TAMPED OR WALKED ,' APPROVED EQUV. ; d INTO PLACE Bc CLASS I BMDING MATERIAL _ �- Bc i _ 4' . Y, _ ` . . • / d - / HAND TAMPED OR WALKED _ A% INTO PLACE Bc GREATER THAN 5' FROM EDGE OF PAVEMENT WITHIN 5' OF EDGE OF PAVEMENT WITHIN 5 OF EDGE OF PAVEMENT NOT GREATER THAN 5' FROM EDGE OF PAVEMENT NOTE E , ALL BEDDING &INITIAL BACKFlLL NOTE: ALL BEDDING 3t INITIAL BACKFlLL SHALL BE INSTALLED IN 6' ALL BEDDING do INITIAL BACKFILL NOTE SHALL BE INSTALLED IN 6' DEPTH OF BEDDING TO 12' BALANCED UFTS SHALL BE INSTALLED IN 6' ALL BEDDING do INITIAL BACKRIL DEPTH OF BEDDING TO 12' BALANCED UFfS LEGEND TO 12' BALANCED LIFTS SHALL BE INSTALLED IN 6' MATERIAL BELOW PIPE LEGEND MATERIAL BELOW PIPE LEGEND A MINIMUM 9 OF CLEARANCE SHALL Tn 12' BALANCED LIFTS A Almon r s or C.E�SR NDE StiALL BE PROVIDED ON EACH SIDE OF A MUMUMi 9' OF iC LARANCE SHALL D d t►1I N. BE PROVIDED ON EACH SIDE OF D d MIN. THE INSTALLED PIPE Bc = OUTSIDE DIAMETER BE PROVDED ON EACH SIDE (F A MINIMUM 9' OF CLEARANCE SHALL THE INSTALLED PIPE Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER THE €NSfAL1D PIFE Bc = OUTSIDE DIAMETER BE PROVIDED ON EACH SIDE OF D - INSIDE DIAMETER • 27' & 57,IAt1ER 3' d = DEPTH OF BEDDING 2r do SMALLER 3 d = DEPTH OF BEDDING D = INSIDE DIAMETER THE INSTALLED PIPE 36 TO A 4! MATERIAL BELOW PIPE d = DEPTH OF BEDDING 3J' TO 60' 4' MATERIAL EELOW PIPE 66' do LARGER 6' MATERIAL BFLOW PIPE 66' dl: LARGER 6' TRENCH !DETAIL DETAIL TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) 4 TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) PLASTIC PIPE (PVC & HDPE) C.A.M. # 500 -05 C.A.M. # 500-06 C805 PLASTIC PIPE (PVC & HDPE) LEGEND Be = OUTSIDE DIAMETER D = INSIDE aIAUETER d = DEPTH OF BEDDING MATENAL BELOW PIPE PLACE 1/2* DIA EXTRUDABLE-V PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW 63• PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING :v: •:Q: 4 " -12" :.o::..... 1/20 NOMINAL 1/2" BUM RUBBER 24' I.D. BASE EXTRUDABLE RE ORMED F -=-• -I GASKET MATERIAL (TYP) 34 "O.D. SEE DPW SPECS. GASKET DETAIL SECTION A—A ADJ-USTING RING DETAIL.- (FIGURE 5 -48} CC 05 STORM MANHOLE NEENAH TYPE CASTING NO. R -3472 T.C. ASPHALT d'...4.. Z-4 x 24 6" MIN. .a., .�. �- VAR PIPE SIZE I I f 118" MAX I I _ I oo 6" STONE BEDDING OF #8 STONE PAVED AREA INLETto'0`2 C805 MANHOLE SIZE PIPE NEENAH R- 1077 -A COVER WITH 96' 48' NEENAH R- 1712 -B FRAME WITH 'SQF- SEALING' 54' -66' SELF- SEALING APPLICATION OR APPLICATION 42' APPROVED EQUAL . 480 UP TO 45' PRECAST CONCRETE ADJUSTER 42' -48' 04 '. , 24' DIA RINGS IF NEEDED (4 MAX.) 60' ASPHALTIC MASTIC OR GREATER THAN 45' TO 90' ECCENTRIC CONE OR REDUCER CAP BUTYL RUBBER SEAL ••a Qom_ _� AS REQUIRED dY SITE CONDITIONS. — — —� BETWEEN JOINTS. ^ CONE TOP TO MATCH ADJUSTING • - - - - - -- L� RtNGPROFILE. w TT�� V1 O o Lo I---I W 48 "0 MANHOLE NOTE FOR PIPES 24"0 AND LESS MANHOLE CONFNMS TO FULL HEIGHT o ASTM C -478 MANHOLE STEPS AS 60 "0 MANHOLE JOINTS CONFORM TO SPECIRED. FOR PIPES 27" - 36" 0 ASTM C -443 w O C\2 O --RING GASKET 16' 1YP. ASPHALTIC MASTIC OR 5" MIN, BUTYL RUBBER SEAL AT JOINTS. RECAST CONCRETE SECTIONS PREFORMED HOLE TO • MAX. OF PIPE O.D. +6' . W/ NON- SHRINK CE)'.tNT BENCH WALLS AT MIN. 7. GROUT 1/2' PER FOOT SLOPE f . , . a A. 14 REBARS ®,1 0. C. EACH WAY (STEEL MESH 3„ ° ... .......a. ....a. AREA =0.12 SO. IN/SQ. MIN 6" FT. OR APPROVED 8' BASE EQUAL) 6" - -- ---------- MANHOLE BASE :.-:T ON 6" OF 18 STONE MANHOLE SIZE PIPE PIPE TURNS 96' 48' GREATER THAN 45' TO 90' 96' 54' -66' UP TO 60' 84" 42' GREATER THAN 45' TO 90' . 480 UP TO 45' 72' 42' -48' UP TO 45' 6C` 33' -36' STRAIGHT THRU 60' 24' -33' GREATER THAN 45' TO 90' PRECAST REINFORCED CONCRETE MANHOLE NOTE: STORM SEWER MANHOLE STEPS SHALL BE MADE FROM A STEEL REINFORCING ROD ENCAPSULATED IN A COPOLYMER POLYPROPYLENE RESIN. THE MANHOLE STEPS SHALL EQUAL OR EXCEED OSHA REQUIREMENTS. MANHOLE STEPS, MANUFACTURED BY M.A. INDUSTRIES, INC., PS -1 -PF, CLAY & BAILEY MFG. CO., OR EQUAL ARE ACCEPTABLE. o�� v�: G f � 1 DATE: 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. (2006) . ..... or THE SCHNEIDER CORPORATION Historic Fort Harrision 8901. Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering g 9 Geotechnical Services GIS * LIS Home .Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 12/29 DRAWN BY: RJS SHEET TITLE: DRAWING FILES: S: \5k \5960 \00' XREF: F: \TSC -L XREF: S: \3k \34 XREF: S: \3k \34 SHEET NO.: !� � o O f ~ cfl . w co O C-D z O C2), E-4 O z w TT�� V1 O o Lo I---I W o O E=+ w O C\2 0 U DATE: 12/29 DRAWN BY: RJS SHEET TITLE: DRAWING FILES: S: \5k \5960 \00' XREF: F: \TSC -L XREF: S: \3k \34 XREF: S: \3k \34 SHEET NO.: PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 's A A WOVEN GEOTEXTILE OVER BEDDING STONE FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS STORMTECH CHAMBERS STORMTECH CHAMBERS A A SECTION VIEW A -A BED PERIMETER STORMTECH CHAMBER STORMTECH SINGLE TEE STORMTECH DOUBLE MANIFOLD MANUFACTURED BY ADS MANUFACTURED BY ADS FOR INFORMATION CALL 1- 888 - 892 -2694 FOUNDATION STONE A MANIF ❑LDS ARE DESIGNED TO BE COUPLED BENEATH CHAMBER TO STORMTECH PREFABRICATED END CAPS, WHEN USING STANDARD END CAPS, • CORRUGATE DPIPE UP TO 18 INCHES CAN BE PERFORATED INSERTED DIRECTLY INTO THE END CAP, FOR UNDERDRAIN PIPE ADS 601 GEOTEXTILE OR EQUAL 24" INLET PIPES, A CORRUGATED TO SMOOTH I fill 1 .. 24" HOPE PIPE 18" HOPE PIPE PIPE ADAPTER IS REQUIRED, 4x PIPE O MIN .. STONE BEDDING UNDER A A DRAINAGE PINE PER DESIGN A NUMBER AND SIZE OF SECTION A_A 36" HOPE PIPE STORMTECH TRIPLE ECCENTRIC MANIFOLD UNDERDRAINS PER � 24" HOPE PIPE MANUFACTURED BY ADS � ENGINEER DESIGN STORMTECH CHAMBER - w STUB SIZE 48" 42" 36" 30" 2411 18" 15" 12" 10" 8" 24" AVAIL AVAIL I AVAIL AVAIL AVAIL - - - - 18" AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL - - - - - 5" AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL - - - .. R _J_u - U 12" AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL - - • • \``���,11j�111111jj//j// 10" - - - - AVAIL AVAIL AVAIL AVAIL AVAIL - A 8" - - - - AVAIL AVAIL ,NAIL AVAIL AVAIL AVAIL \������\` L A 6" - - - AVAIL AVAIL I AVAIL I AVAIL AVAIL AVAIL AVAIL .. FOUNDATION STONE AVAIL - STANDARD HEADERS AVAILABLE BENEATH CHAMBER ��.•• B B .. ADS 601 GEOTEXTILE ADS MANIFOLD DETAILS OR EQUAL PERFORATED = . 4x PIPE 0 MIN UNDERPRAIN PIPE Va @stool MAXIMUM FINISHED GRADE ELEV. 836.31 MAXIMUM - STONE BEDDING UNDER � NA� FINISHED GRADE ELEV. 836.31 A DRAINAGE PIPE (PER DESIGN) ���IIIIl1III I I 1111111�� \\ MINIMUM FINISHED GRADE ELEV. - 833.31 • • • • MINIMUM FINISHED GRADE ELEV. - 833.31 " " t 'f ' ,. , .. •. ,,. �r • .,; .. _ .:.. . , SECTION B_B STORMTECH CHAMBERS TOP ELEVATION - 831.43 • • ' • • • ' • • • • ' • ' •.• :� •' . 'a •. " ' . TO OUTLET CONTROL STORMTECH CHAMBERS TOP ELEVATION - 831.43 r f �• _ STRUCTURE ' PAVEMENT DATE: • THIS DRAWING AND THE IDEAS, DESIGNS AND 24 "INLET PIP 18" OUTLET PIPE : : :........ - . :: INVERT 826.61 :: ..........•............ . • A. CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE i. INVERT 826.61 n�p y ' :', 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 0 CORPORATION. 11 0 Q� ;:: PAVEMENT SUB -BASE 36 DIAM. „ �� ;' © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) 24 DIAM . �QO Oo0 Oo ( ) 24 INVERT 826.61 COMPACTED FILL PER 36" INVERT 826.61 STORMTECH'S TABLE OF g ACCEPTABLE FILL MATERIALS* p AASHTO M288 CLASS 2 BOTTOM OF CHAMBER NON -WOVEN GEOTEXTILE BOTTOM OF CHAMBER ELEV. - 826.61 ° 3/4 - 2 INCH ELEV. - 826.61 WASHED, CRUSHED, ANGULAR _ o BOTTOM OF FOUNDATION BOTTOM OF FOUNDATION STONE ELEV. - 826.11 STONE BACKFILL* C fd:!!�A - STONE ELEV. - 826.11 It 0 1110) O ACCEPTS 4" SCH 40 PIPE n%u u SECTION A A � � � ' $ � 00 3 FOR INSPECTION PORT SECTION A_A $ /4 - 2 INCH WASHED, CRUSHED, ANGULAR STONE BENEATH AND LI I THE SCHNEIDER CORPORATION STORMTECH ELEVATIONS AROUND CHAMBER BED* Historic Fort Harrision AASHTO M288 CLASS 2 VSC-740 CHAMBER -� 8901 Otis Avenue NON -WOVEN GEOTEXTILE SC -740 END CAP „ Indianapolis, IN 46216 -1037 - PLACE MINIMUM 12.5' OF AASHTO M288 30.0 Telephone: 317.826.7100 CLASS 1 WOVEN GEOTEXTILE OVER Fax: 317.826.7200 +► � WWW.SChnelderCOrp.COm BEDDING STONE FOR SCOUR PROTECTION SC-740 CHAMBER SYSTEM AT ALL CHAMBER INLET ROWS ECCENTRIC HEADER 51 " Architecture - Civil Engineering „ Environmental Engineering NOT TO SCALE 90.7 ACTUAL LENGTH Geotechnlcal Services IL ECCENTRIC GI S * LI S HEADER Home Builder Services FLOOR BOX FRAME AND LID W /S.S. Interior Design CAP SCREW LID CLOSURE Land Surveying A STORMTECH CHAMBERS PLACE MINIMUM 12.5' OF AASHTO M288 INSPECTION PORT WITH SCREW -IN CAP Landscape rchitecture STORMTECH CHAMB RS CLASS 1 WOVEN GEOTEXTILE OVER STORMTECH CHAMBERS PAVEMENT Transportation Engineering BEDDING STONE FOR SCOUR PROTECTION CLASS "C" CONCRETE o 0 0 85.4" INSTALLED AT ALL CHAMBER INLET ROWS AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE 8" �- ' :,' 96�� STORMTECH 4" PVC RISER • • :.� 18" o PREFABRICATED MIN. MAX. A Q 11-I 2 o STORMTEJGH 2 END CAPS PREFABRICATED 12.5' MIN 12.5 MIN END CAPS B W CD i o o C a -STORMTECH INLET KAANIFOLD DETAIL SC - 740 CHAMBER 1 0 1 1 0 0 c 0 INSPECTION PORT TO BE C �� o o 1 o 1 1 0 ATTACHED THROUGH E-+ CD KAAN D DETAIL It KNOCK -OUT LOCATED D r4 AT CENTER OF CHAMBER E CHAMBERS SHALL MEET ASTM F 2418 -05 "STANDARD NOMINAL CHAMBER W SPECIFICATIONS THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED AASHTO M288 CLASS 2 SIZE (W x H x INSTALLED LENGTH) - 5110" x 3010" x 8514" THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD WALL STORMWATER COLLECTION CHAMBERS. NON -WOVEN GEOTEXTILE CHAMBER STORAGE - 45.9 CUBIC FEET C) w MINThIUM INSTALLED STORAGE -- T ~� Q z o BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR 7419 CUBIC FEET Ix W o - w w EARTH AND LIVE LOADS, WITH CONSIDERATION FOR WEIGHT GRANULAR WELL GRADED SOIL /AGGREGATE MIXTURES, 75 LBS. � LO IMPACT AND MULTIPLE VEHICLE PRESENCES. <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. EE 4 SC -740 CHAMBE SEE THE TABLE OF ACCEPTABLE FILL MATERIALS . �' O �Z) STUBS AT TOP OF END CAP STUBS AT BOTTOM OF END CAP �Y FOR PARTS NUMBERS ENDING FOR PARTS NUMBER' ENDING z � 3/4 - 2 INCH WASHED, SC -740 END CAP WITH 17 WITH "B" c o CRUSHED, ANGULAR STONE PART # CHAMBER PIPE SIZE A B C p �J 1 ADS 601 GEOTEXTILE OR EQUAL PAVEMENT MATERIAL LOCATION DESCRIPTION AASHTO M43 AASHTO M145 COMPACTION /DENSITY SC740EPE06T SC 740 6 in (150 mm) 90.90 in (277 mm) 3.85 in (98 mm) 18.50 in (470 mm) NIA L=+ DESIGNATION DESIGNATION REQUIREMENT SC740EPE06B SC 740 6 in (150 mm) 10.90 in (277 mm) 3.85 in (98 mm) NIA 0.50 in (13 mm) 0 ". ..I_ '• ••, .t'••1 7•: :• • .•' 1.'. • •:t'•• •4 n. -., ..,, •r ' ,. !' •! ': • .. :•1.:':•. • ►•. A .•i, 4 •• ..N •... . M. ,; .,, i. r.:: .•F. .. •: : .••a ..: i'. y:',r, , +.. �;.•.::. .;, , . SC740EPE12T 'SC 740 12 in 300 mm 14.70 in 373 mm 7.70 in 1 _ • :; ,. •;: : , .. +:.w.:::.: -:• h -tiw :,r:: =;; ANY SOIL/ROCK M :�::. < , �,;. •,. r• •,...:;. ,. FILL MATERIAL FROM SUBGRADE MATERIALS, NATIVE N/A N/A PREPARE PER ENGINEER'S ( 96 mm } ,•: :i:• ;., s ;:. .�. •.t. •,:.,:. .• ., .r G EER S PLANS. PAVED �� -:; -:• :< ,w:� :.. :... ,• .=•.f••• . •.^ .•�;:• = .'.._:, ,'•: � ) 12.50 in (318 mm NIA o ` ^ i • 'lam ' ..••' :' .f.• • • .•• �.1 •, .•r' • \ • . • ♦. • r :..♦ . .r, • i'• ♦ ..,, , -.v •(. :.ti ,: •.. r' C. a• .••:• ,. ,r- •..•r:•:. ,• ': .1 , '. .L:.tw •r•r• 1 r• i r' " 1 . -I (I III- t `.• +',1. ..... •• . :'Y • 1 > : a , .. SOILS R PER TO 16 ABOVE CHAMBERS SO S O ENGINEER'S PLANS. INSTALLATIONS SC740EPE12B SC 740 12 in 300 mm 14.70 in 373 mm ;, .;• .� .;.•. �•.• .;.�: ••:::�. y'. ;.= .,',.•,t::t:: .. ::: ,. •: MAY HAVE STRINGENT MATERIAL ( ) ( ) 7.7o in (196 mm} NIA 1.20 in 3o mrn �_ III II 7 CHECK PLANS FOR PAVEMENT AND PREPARATION REQUIREMENTS. o III I { { 16 SC740EPE15T SC 740 15 in (375 mm) 18.40 in (467 mm) 10.36 in (263 mm) 9A10 in (229 mm) N/A SUBGRADE REQUIREMENTS. � 15 in 7 mm =I I Ed I _ SC740EPE 5E? SC 740 (3 5 ) 18.40 in (467 mm) 10.36 in 263 mm ,,I /A 1.30 in 33 mm 1EE1 111 ( ) c ) B O FILL MATERIAL GRANULAR WELL - GRADED 31 357, 43 467, A -1 COMPACT IN 6" LIFTS TO A MINIMUM 95% SC740EPE18T SC 740 18 in (460 mm) 19.70 in (500 mm) 10.72 in (272 mm) 5.00 in (127 mm) N/A _III I „ III 30 ABOVE CHAMBERS SOIL /AGGREGATE MIXTURES, 51 56, 575 63 A -2 STANDARD PROCTOR DENSITY. ROLLER GROSS SC740EPE18B SC 740 18 in (460 mm ) 19.70 in 500 mm 10.72 in 272 mm 1.6 ' 0 0 0 <35% FINES. 67, 68, 73 78, A -3 VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS. ( } ( ) N /.� 0 �n (41 mm) (I I 8, 89, 9, 10 DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. SC740EPE24B SC 740 24 in (600 mm) 18.50 in (470 mm) 9.45 in (240 mm) N/A 0.10 in (3 mm) DATE:. PROJECT NO.: „ NOTE, ALL DIMENSIONS ARE NOMINAL 1 L /L� /O6 5960.001 1=�d � I 6 � EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE 3, 357, 4, 467, 5, N/A NO COMPACTION REQUIRED ALL STUBS, p I ({ I 1 111 III III III III I (_ ' MAJORITY OF PARTICLES BETWEEN 56 57 sus, EXCE• T FOR THE DRAWN BY: CHECKED BY: -1 I 1 III { I I III III III III I I { { I I III I I III AND TO A 6" ELEVATION ABOVE , SC740EPE""4B ARE PLACED AT X FOR THE SC740EPE24B THE 24" STUL3 ' .11 1EI I 1 IFE1 IFE1 II III III II II III II1=1 I I III III III III III , ,I I CHAMBERS % - 2 INCH BOTTOM OF END CAP SUCH THAT RJS ALF E 1EE1 IlEd IMi II 1I1,..II1 III 1�) III I�� I �� „III �� III III ��� III- THE OUT3IDE DIAMETER OFTHE „ BELOW THE BOTTOM OF THE END CAP SHEET TITLE: STUB IS FLUSH WITH THE BOTTOM APPROXIMATELY 1.75. BACKFILL MATERIAL 0 FOUNDATION STONE BELOW WASHED ANGULAR STONE WITH THE 37 357, 41 467, N/A PLATE COMPACT OR ROLL TO ACHIEVE A GENERAL CHAMBERS MAJORITY OF PARTICLES BETWEEN 5156,57 95% STANDARD PROCTOR DENSITY OF ADjTE rt �D CAN. FOR SHOULD BE REMOVED FROM BELOW THE 6 5 2 MIN. P. " 1 O INFORMATION N -12 STUB SO THAT THE FITTING SETS LEVEL. DETAILS MIN. 3/4 - 2 INCH CONTACT STORMTECH AT �ft�►as�ssc �tiLES: 1- 888 -892 -2694. S: \5k \5960 \001 \dwgs \C803- C805.dwg PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE WASHED XREF: F:\ TSC- LDT4 \cis_stnd \SheetNotes \Titlel.dwg CRUSHED ANGULAR. FOR EXAMPLE, THE STONE MUST BE SPECIFIED AS WASHED, CRUSHED, ANGULAR NO, 4 STONE. XREF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg THIS CROSS SECTION DETAILS THE REQUIREMENTS XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. NECESSARY TO SATISFY THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIV. ACCEPTABLE FILL MATERIALS LOADS USING STORMTECH CHAMBERS *SEE STORMTECH DESIGN MANUAL STORMTECH SC -740 CHAMBER SYSTEMS SHEET NO.: SC0740 EARTHWORK SANITARY SEWER SYSTEMS Minimum Time, min: s TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER 1. SCOPE OF WORK DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT 4 REVISED MAY 2002 A. Extent: The work required under this section 1. Standard specifications of the District and Indiana Department of consists of all excavating, filling, rough grading and Transportation shall apply for all work and materials. Pipe shall be installed in related items necessary to complete the work accordance with Section 715. indicated on the drawings and described in the g 2. unitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. • • if in writing specifications. The Contractor shall notify 9 35) and ASTM 2321. PVC pipe shall have grooved bell and gasket. The pipe and the Engineer of changes, errors, the owners a 9 any shall be made of PVC plastic having a cell classification of 124546. or omissions found on the plans or in the field, 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 k is started or resumed. before work Fittings in sizes through 8" shall be molded in one piece with 1. In 9 eneral, the items of work to be elostomeric joints and minimum socket depths as specified in sections 6.2 P erformed under this section shall include: and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance clearing and grubbing, removal of trees and with section 7.11 with manufacturers standard pipe bells and gaskets. Wall ( required), stumps protection of trees thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elaste -neric joints shall be molded with a minimum to remain, stripping in and storage of topsoil, fill rough compaction and h grading of entire P g crosssectional area of 0.20 square inches and conform to ASTM F -477 7:34 specification. Fittings shall be manufactured by Harco or equal. site. 4. All sanitary manholes shall be precast concrete manholes in accordance with 2. Exc avated material that is suitable may be ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and used for fills. All unsuitable material shall be buried on site, or removed off site, and castings. Manhole step spacing shall be no more than 16 inches. Manholes ' sed b the contractor. All surplus disposed y shall be air tested for leakage in accordance with ASTM C1244-93, Standard excavated material not required shall be Test Method for Concrete Sewer Manholes by the Negative Air Pressure stockpiled on site where designated by (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices the Engineer. must be in accordance with manufacturers recommendations and 3. Provide and place any special fill performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment material from off the site as may be required. Fill obtained from off site must be capable of testing the entire manhole, including the casting shall be of kind and quality as specified the source approved by the Owner. and riser rings. B. With the vacuum tester set in place: and 1. Connect the vacuum pump to the outlet port with the valve open. 4. The Contractor shall accept the site as he 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. finds it and shall remove all trash, rubbish C. Accepted standards for leakage will be established from the elapsed and debris from the site prior to starting time for a negative pressure change from ten (10) inches to nine (9) excavation. inches of mercury. The maximum allowable leakage rate for a four 16 (4) foot diameter manhole must be in accordance with the following. B. Work not included: The following items of Minimum Elapsed Time for a related work are specified and included in other Manhole Depth Pressure Change of 1 Inch Hg sections of these specifications: 10 feet or less 60 seconds 26:42 >10 feet but <15 feet 75 seconds 1. Excavation, grading and backfilling for >15 feet but <25 feet 90 seconds utility lines For manholes five (5) feet in diameter, add an additional fifteen (15) 2. Storm drainage systems seconds and for manholes six (6) feet in diameter, add an additional 3. Sanitary sewer systems thirty (30) seconds to the time requirements for four (4) foot 4. !E'treets and paving % diameter manholes. For all manholes deeper than twe��ty -five (25) 5. Water supply system feet, the Engineer will determine the applicable minimum elapsed 2. BENCH MARKS time. D. If the manhole fails the test, necessary repairs must be made and Maintain carefully all bench marks monuments and other the vacuum test and repairs must be repeated until the manhole reference points; if disturbed or destroyed, contractor passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the shall contact engineer. manhole must be disassembled and the joint sealants replaced. 34 :54 F. Manholes will be subject to visual inspection with all visual leaks being 3. REMOVAL OF TREES repaired. v all trees and stumps from area to be A. Remove P 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall occupied by road and surfaced areas. Removal of ' d these shall only be done as be applied prior to applying the rubber coating. Inside joints to be filled with trees outside areas Y noted on drawings or approved by the Owner. precoat plug material. 6. The manhole chimneys, including all riser rings shall be sealed using B. All brush stumps, wood and other refuse from the Infi- Shield Uniband or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned c.-,d primed. The site shall be buried onsite or removed to disposal Uniband shall extend from 3- inches below the top of the cone section to off of the site. Disposal b burning shall not areas o p Y be ermitted unless proper permits are obtained P 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be (where applicable). The location of on site bury adjusted :n the field by the Engineers representative should a discrepancy esi noted b the owner or the pits shall bed g y occur between p!in grade and existing grade. New manhole ring and cover Engineer. shall be installer, to establish grade. Maximum height of adjusting rings shat 4. PROTECTION OF TREES be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular 57:41 material. Trenches opening within 5 -feet of paved roadways shall be A. General Protection: The Contractor shall be backfilled with granular materiel in accordance with Section 211. Backfill under protection of tops, trunks responsible for the protec P � sidewalks shall be granular, unless the walks are constructed a minimum of 6 and roots of existing trees on the project site that are to remain. Existing trees subject to months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, construction damag e shall be boxed, fenced or and county permits have been obtained by the developer prior to start of otherwise protected before an work is started; y construction. do not stockpile within branch spread. Remove in branches without injury to trunks and interfering J Y 10. The Contractor shall be required to furnish the developer's Engineer with a scars with tree P aint set of prints, marked in red pencil, showing actual sever location and invert, cover . to include lateral location, depth and length. Such asbuilt prints must be 33 received by the Engineer befom the final contract payment can be authorized. 5. HANDLING OF TOPSOIL The sanitary sewer laterals and stubs termination shall be indicated on the A. Remove all organic material from the areas to be g surface with a metal fence post set immediately above the said termination occupied by buildings, roads, walks and parking point. 11. All sanitary sewer lines upon completion will be required to pass a low areas. Pile and store topsoil at a location P it will not interfere with construction pressure air test. Said test shall be conducted according to ASTM 1417 -92, where o erations Topsoil shall be reasonably free . P P and shall be wit►iessed by an Engineer and a representative of the District. The testing Shall be in accordance with Table 1. Add 0.5 psig for each foot g from subsoil, debris, weeds, grass, stones, ect. of water above the sewer line being tested. completion of site grading and subsurface B. After comp 9 9 12. Deflection tests shall be performed on all flexible* pipe after the final backfill No pipe shall exceed a vertical deflection has been in place at least 30 days. p p utility nstallation, top soil shall be replaced Y in areas designated on the erosion control plan of 5% deflection test results. ( *The following are considered non - flexible f or seedin g and . Any remaining top / or sodding. pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be soil shall be used for finished grading around available. structures and landscaping areas. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 6. DISPOSITION OF UTILITIES: 14. The ends of laterals are to be plugged tight with a braced plastic disc or A. Rules and regulations governing the respective cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- Inches below utilities shall be observed in executing all work the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 under this section. crushed stone from 6- inches below the pipe to the spring line of the pipe B. If active utilities are encountered but not shown and from this point to 12-inches above shall be fill sand or equivalent. Manholes shall be on no less than 6- inches of No. 8 crushed stone on the drawings, the Engineer shall be advised placed before work is continued. bedding. 16. Water and sewer line crossings and separations shall be in accordance with C. Inactive and abandoned utilities encountered in excavating and grading operations shall be 327 IAC 3 -6-9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, reported to the Engineer. They shall be removed, and shall be properly protected and /or barricaded when left unattended. plugged or capped as directed by the Utility 18. No water shall be permitted to flow into the sanitary sewer system during Company and the Engineer. construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance 7. SITE GRADING: with state and fed°ral laws and regulations (327 IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced A. Grades: Contractor shall perform all cutting, plug until such time as all tests on the sewers have been completed and the filling, compacting of fills and rough grading lines have passed all punch lists. required to bring entire project area to grade as 19. All sewer laterals installed by the mainline Contractor shall be bedded the shown on the drawings. some as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the B. Rough Grading: the tolerance for paved areas start of sewer construction. Also, 48 hours notice shall be given prior to shall not exceed 0.04 feet plus or minus above doing any testing on the sewer. the established subgrade. All other areas shall 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R not exceed 0.10 feet plus or minus the 1642A or equal) and be self- sealing type. The casting flange shall be 34 established grade. All banks and other breaks in inches and the clear opening shall be 24 inches. Waterproof castings shall be grade shall be rounded at top and bottom. Adjust Neenah R- 1916 -F1 and stamped SANITARY SEWER. subgrade elevations for topsoil thickness for areas 22. The minimum slope for sewer acceptance by the Clay Township Regional receiving topsoil and seed. Waste District are: Size of Pipe Minimum Constructed Slope C. Compaction Requirements 8 -inch 0.40% 1. All building pad areas shall be compacted to 10 -inch 0.28% 12 -inch 0.22% standards specified by local and /or state building 15 -inch 0.15% codes. Minimum compaction shall be 95 % %% 18 -inch 0.12% Modified Proctor Density. 23. The Contrectnr sf,all provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall 2. For compaction requirements of paved areas, see be certified by a Registered Land Surveyor or Engineer and be available street specifications. on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 8. Earth Work Balance 24. In the event the Contractor does not meet the minimum slcpes, the sewer section and any other affected sewer sections shall be reconstructed to meet The Contractor shall confirm all earthwork quantities such minimum s:opes. prior to start of construction. If an excess or 25. Laterals are to be traced with a minimum size of 14 gauge wire from the shortage of -earth is encountered, the Contractor shall g wye to the terminus. The contractor for the building or home will extend the nts confirm with the Owner and Engineer the requirements wire from this terminus to the building cleanout adjacent to the building. for stockpiling, removal or importing of earth. Minor adjustments to the grades may be required to balance earthwork when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer in determining earthwork quantities shall be accomplished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings as the physical limits of the various soil types, also the allowable variation in finish grade and compaction permitted the contractor, and that all of these parameters may cause either an excess or shortage of actual earthwork materials to complete the project. If such an actual minor excess or shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbalance of earth. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District ?s sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District ?s sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost ofall testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District ?s sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank shall be abandoned and filled with earthen material in a safe and sanitary manner. Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate Fill material is to be placed from 6 inches below to 6 inches above the pipe. The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District ?s engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District ?s office during business hours of 8:000.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at h ttp: //www.ctrwd.org/. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844 -9200 24 hours prior to time of inspection. 14. Contractors shall lay 14 gauge -solid wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 -382 -5544, 48 hours prior to digging. Lateral-rev.01 -1 3-06cf SUMMARY OF REQUIREMENTS FOR CORE DRILLING MANHOLES 1. A current certificate of insurance is required to be on file prior to the work starting. 2. Before starting to dig check manhole for level. If questionable, plumb -bob manhole, notify General Contractor & CTRWD. 3. The manhole shall be properly supported during the core drilling process. 4. No coring, cutting, or drilling is permitted within six inches (6 ?) of a barrel joint. The hole edge shall be a minimum of six inches (6 ?) from any joint. 5. Any holes cut in the field shall be smoothly and cleanly drilled with a core - drillor in a manner acceptable to CTRWD. The hole shall be wiped clean. Boot shall meet ASTM C -923 specifications. Boot to be for ASTM 3034 - SDR -35 pipe. 6. Boot installation shall be flush top to bottom inside manhole. Inside Wedgeband shall be tightened to seventy -five (75) foot - pounds (torque). Retorque after fifteen (15) minutes. 7. Lube pipe with approved water dispersible lube at four (4) points very lightly (90- 180 - 270 -360 degrees). Insert twisting and pushing pipe to proper depth. Tighten the outside stainless steel clamp to sixty (60) foot - pounds torque. 8. For cored holes, penetrations and /or other opening through a manhole or other sanitary structure, a separation of greater than eighteen (18) inches between the outer edge of resilient connectors is desired. If a separation of less than eighteen (18) inches exists, then additional reinforcement will be required in the structure or the structure diameter shall be enlarged to provide the required separation. 9. Cored holes, penetrations and /or other opening through a manhole or other sanitary structure shall have a minimum separation of eight (8) inches from the outer edge of resilient connectors. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FORA 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 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 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 44:52 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 STORM SEWER SYSTEMS 1. SCOPE OF WORK The work under this section includes all storm sewers, storm water inlets, and related items, including excavating and backfilling, necessary to complete the work shown on the drawings. 2. MATERIALS A. Storm Sewers 1. Reinforced concrete sewer pipe shall confirm to ASTM C -76 latest revision, with joints conforming to ASTM C -443 latest revision. 2. Corrugated PE Pipe and Fittings: AASHTO M 294, Type S, with smooth waterway coupling joints. A. Silttight Couplings: PE sleeve with ASTM D 1056, Type 2, Class A Grade 2 gasket material that mates with pipe and fittings to form silttight joints. B. Manholes 1. Precast reinforced concrete manhole se,tions and steps shall conform to ASTM C -478 latest revision. 2. Casting shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion or other defects. They shall be smooth and well cleaned by shot - blasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting ASTM A -48 latest revision. 3. Joints - Manhole sections shall be jointed with rubber type gaskets. The rubber type gaskets sho!1 meet ASTM C -443 latest revision. C. SUBDRAINS 1. Perforated plastic pipe subdrains shall conform to ASTM F -405. 3. APPLICATION A. Permits and Codes - The contractor's bid on contractor's bid on the work covered herein shall be based upon the drawings and specifications and compliance with all applicable codes and regulati ,)ns as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards - the term "Local Standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements - Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. See also Earthwork Note 6.C. D. Workmanship - To conform. to all local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching - Lay all pipe in open trenches, except when the local authority gives written permission for tunneling. Open the trench sufficient ahead of pipelaying to reveal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is ir, progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. F. Special Supports - Whenever in the opinion of the Engineer the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may direct, and the contract will be adjusted. G. Backfilling - for a depth of at least 12 inches cbove the top of the pipe, backfill with eartl, or granular material free from large stones, rock fragments, roots or sod. Tamp this backfill thoroughly, taking care not to disturb the pipe. For the remaining trench depth, backfill with earth or granular material containing stones or rocks not larger than 4 inches. Backfill under and within 5' of walks, parking areas, driveways and street shall be granular material only - thoroughly compacted by approved methods. H. Manhole Inverts - Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. I. Subdrains - All subdrains shall be of the size shown on the plans and shall be constructed to the grades shown. J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the v. ork. 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 or in the field before work is started or resumed. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. WATER SYSTEMS CITY OF CARMEL - WATER DISTRIBUTION DEPARTMENT SPECIFICATIONS 11/2 13 - 2" OUTSIDE METER PIT SET REVISED 11/03 1. METER PIT COVER. 20x36 STD METER BOX COVER. FORD # MC -36 -T 2. COPPER SETTERS FORD 11 /2" - VBB76- 18B -44 -66 2" - VBB77- 18B -44 -77 MUELLER 11/2 is -B -2423 18" MUELLER 2" -B -2423 18' 3. METER PIT 36 x 36' - FRATCO METER PITS. 36" - LENGTH OF N-12 OR EQUAL. 4. SERVICE LINE. ALL 11/2" AND 2" SERVICE LINES MUST BE COPPER. 5. BALL TYPE CURB STOP. MUST HAVE COMPRESSION TYPE FITTINGS ON BOTH ENDS AND BE SUPPORTED BY A CONCRETE BLOCK. Mueller- 25155 -3, Ford- 11/2 31 B44 -666 2" B44 -777. 6. SERVICE BOX with SERVICE BOX ROD. DEPTH OF BURY WILL VARY. 7. CORPORATION STOP. CORPORATION STOP SHOULD BE TAPPED DIRECTLY TO THE WATER MAIN AT THE HORIZONAL POSITION 3 O'CLOCK. 11/2 I) - 2" DUCTAL IRON or PLASTIC- repair clamp with Thraaded 11 /2" or 2 33 . SMITH -BLAIR # 238 FULL CIRCLE REPAIR CLAMF SINGLE BAND NOTES 1. Service lines require compression couplings only. 2. No meter pit shall be installed in a traffic area, driveway, or side walk. 3. There shall be no buried joints or couplings, except for the corporation stop -on the 4. Main and the curb stop valve. 5. Care should be taken when establishing final grade. The meter pit cover is expected to be at grade. 6. Using bricks or blocks to raise the meter pit cover will not be accepted. 7. Any questions should be directed to the Carmel Water Distribution Department at 571-2648. 6" Fire Service Specifications: CITY OF CARMEL UTILITY PIPE INSTALLATION All work shall be in the best practices of the wat .ar utility industry and the American Water Works Association, and in accordance with all applicable Federal, State, and local codes and requlations. Furthermore: 1) Any damage done to the City of Carmel Utility ?:, system by the Contractor /Developer or his affiliates shall immediately be repaired, to the satisfaction and direction of the City of Carmel Utility by the Contractor /Developer at his own expense. 2) Should the Contractor /Developer propose to depart from the specifications contained herein, he shall submit samples and /or specifications of such alternatives to the City of Carmel Utility before proceeding. 3) No work shall be performed under conditiors which in the opinion of the City of Carmel Utilities would adversely affect the quality of the finished job. 4) The Contractor /Developer shall conduct his Norl: so as not to interfere with the present operation of the existing City of Carmel Utility ?s water /sanitary sewer system. If any work interfere ice is encountered between the City of Carmel Utility and the Contractor /Developer, the City of Carmel Utility will receive priority in scheduling. City of Carmel Water Utility Approved List of Construction Materials 1. Water Main: Shall be Ductile Iron Pressure Class 350. 2. Reflective Warning Tape: Shall be installed 18in above pipe. 3. Tracing Wire (10 or 12 gage): To be installed with all water mains. There must be access to the tracer wire at each valve box, with enough wire in the valve box to insure the proper connection to the locating machine. 4. Fire Hydrants: Shall be Mueller or American Darling (Safety Yellow, M.A.B. # 0433291, Sherwin Williams # F75YP2) 5. Valves: Shall be resilient seat gate valve, Mueller, American, and Dezurik. Eutterfly valves shall be used for sizes over 12in. 6. Fittings: Shall be Union, Tyler Revised 5/19/05 7. Mechanical Joints: Shall be made with Megalugs. S. Valve Boxes: Shall be Union, Tyler 9. Posi Caps or Boxloks: Shall be installed, with each valve. 10. Curb Boxes: Shall be Union, Tyler 11. Tapping Sleeves: Shall be Smith Blair or Romoc. 12. Repair Clamps: Shall be full circle stainless steel with ductile lugs. Smith Blair 226, Ford F -1, Mueller equal. 13. Tapped Repair Clamps: (For ?,1 in, 11/2 in, and 2in taps on PVC, 11 /2in and 2in on Ductile Iron and service repairs) shall be 12in long, full circle stainless steel with ductile lugs and tapered threads. Smith Blair, Ford, Mueller. '14. Sample Stations: Shall be installed at the utilities request. (GIL Industries model # EH101). 15. Service Lines: 3 /4in, 1 in, 11 /2in, 2in, Shall be K ? Copper. 16. Brass: Compression Fittings. (See Meter Pit Spe:s. For Make and Model #) 17. Joint Restrains: Shall be Field Lock Gaskets or Mechanical Bell Joint Restraints. 18. HDPE Sleeves: Shall be used for services that cross major city streets. 19. Additional Kickers: Shall be solid block and brick. No poured concrete. �����1/1!t 111111111111 \��� DATE: 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 CORPORATON. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrision 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 GI.S * LI S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering REF: S:\5k\5960\001\dwgs\Titel.dwg i d Q z o o cfl W � co °z U a � w w Z o � w x H Q Z w Wo CD � � x w CD � x w z x o C\2 C\2 0 REF: S:\5k\5960\001\dwgs\Titel.dwg i STREETS 1. SCOPE OF WORK The work required under this section includes all concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All streets, parking areas in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps 2. 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 rags 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 concretle 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 I I I A. 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. Bituminous Pavement Materials - Ail materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. 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 p'.-aces; and shall be free from frogim-ants 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 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99 or 95% Modified (ASTM D- 1557). Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correc� elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to main-L Gin their shape . and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concret^ 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 Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be '1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5 o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4 " radii.is and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch peg- fort 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 contro! joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil s ripping an su sequen g h Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits in accordance with Section 201.03 and 201.04 of the p P 9 utilized to construct concrete curbs within the corporate limits of the City of Carmel. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. CITY OF CARMEL - CONCRE i t c;uKtilNh ru�l� Y 2) Foundation . 1) General A) The work subject to th : requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, material and compacted in accordance with Section 203 of the Standard S p ecif cation s. ' operations ' • Veil be refilled With suitable material and compacted in accordance with Sectio�� 203 of the Standard (2) Any pronounced depressions within the slope stake limits resulting after excavation s P � City of Carmel Right -of Way Paving Polio jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and instal B} Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping Grid topsoil stripping and subsequent backfilling for removed items within the scope stake limits shall be performed in accordance with Section 201.03 and 1) General concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. (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 A The work subject to the requirements of this policy shall include the production, hauling /delivery, spreading, finishing, compaction and other work necessary to prepare foundations, instal aggregate bases and ) q 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 this - specified, Concrete Except as otherwise p H. Curing C P described 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. Failure to to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. in non - -acceptance of the work or other remedies outlined policy. C Workmanship, materiels and unlit of the work completed shall conform to the 2006 Standard Specifications of the Indiana ) P quality cure all concrete h one of the meth Od5 y This olio shall be the basis for acceptance of the work by the City. adhere B) policy p Specifications the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified in Section 501.17 of the Indiana Department of revision. Transp ortation Specifications, rev on. C Workmanship, aterials and quality of the work completed shall conform to the 2006 Standard of ) p' q y except where deviations are allowed herein, or variances are granted. herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher I Bituminous Pavement - Hot asphalt concrete D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. the higher standards shall apply. documents exceeds the minimum standards of this policy, g pp y. standards shall apply. E If an Ian or other note or specification on the approved construction documents exceeds the minimum standards of this policy, e ) y P P . shall be as specified in Section 402 pavement p E) If any plan or other note or specification on the approved construction oc ' in shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances F) Nothing contained here P 9 9 higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor in and must comply with Section 401.05 of the Indiana Department of Transportation for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. as discouraging petitions to appropriate governing bodies for variances for alternatives which con be supported by advances technology and are approved by other agencies with concurrent jurisdiction. Specifications latest revisions. Paving will not be during unfavorable weather or when 9 comply with the re uirements of Section 105.03 of the Standard Specifications. G) All work p y q H For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shalt mean: ) Carmel. G) Ai! 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 Sp�,cification-, it shall mean: permitted p the temperature is 40 degrees F. and falling. P that may be retained to represent the City of i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) y p y a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized ii)The subgrade shall be shaped to the required grade nd sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compa ted and approved in accordance with Sections 207.02, 207.03 and 207.04 of ii The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agents) that may be retained to represent ) 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 J. Compacted Aggregate Subbase - the thickness shown the Hamilton County Highway, depending on the location of the work . County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. on the drawings is the minimum thickness of compacted subbase. Compaction shall be fully compa P 105.01 of the Standard Specifications. I) Authority of the Engineer over the work shall be per Section p Engineer to schedule a re- construction meeting to review the Engineer's construction requirements, staff notification J) Prior to commencing the work, the Contractor performing the work shall contact the g P 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 apre- construction meeting accomplished by rolling with a smooth wheeled requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the war roller weighing 8 to 10 tons. Compact to 90% Standard Testing Procedures. n ineerin 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. and to review the authority of tl-.e Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approve compaction using Along curbs, headers and walls and at all placed the the aggregate 2) Foundation A} General 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 e not accessible to roller, with mechanical tampers material shall be tamped wit P 1 i This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ) - 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 accordance with the City of Carmel Standard Details. ' d tam ers. or with approved ham p B) Excavation and Embankment ' t ' d b t backfillin for removed items within the slope stake limits shall be N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be 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 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99 or 95% Modified (ASTM D- 1557). Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correc� elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to main-L Gin their shape . and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concret^ 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 Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be '1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5 o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4 " radii.is and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch peg- fort 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 contro! joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil s ripping an su sequen g h Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits in accordance with Section 201.03 and 201.04 of the p P 9 utilized to construct concrete curbs within the corporate limits of the City of Carmel. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. performed of the slope stakes. 2) Foundation ii} Excavations After excavation operations, all s 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 (1 )After P spongy � 9 A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard material and compacted in accordance with Section 203 of the Standard S p ecif cation s. ' operations ' • Veil be refilled With suitable material and compacted in accordance with Sectio�� 203 of the Standard (2) Any pronounced depressions within the slope stake limits resulting after excavation s P Specifications. ii) The foundation shall be prepared in accordance with Section 605.03(4) of the Standard Specifications and the requirements of this policy. Specifications. iii Embankments ) B} Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping Grid topsoil stripping and subsequent backfilling for removed items within the scope stake limits shall be performed in accordance with Section 201.03 and (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. ' i riot to embankment operations. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits p P 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. (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 ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the Section 203 of the Standard Specifications prior to embankment operations. the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section (4) Prior to the construction of any embankment, the original ground surface within p slope stake limits and the resulting void stroll be refilled with suitable material and compacted in accordance wi }h Section 203 of the Standard Specifi .ations. 203 of the Standard Specifications. (2) Any pronounced depressiors within the slope stake limits resulting after excavation operations shall be refilled with suitable (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. material and compacted in accordance with Section 203 of the Standard Specifications. ()6 depth of each embankment lift, final compacted depth, method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. Loose P , compaction iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. C) Soil Subgrades ion documents to be located under the pavement are completed. Trench i) Subgrades shall be prepared only after the installation of all utilities and subsurface drains indicated on the approved construct P (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stoke limits prior o embankment operations. be backfillin work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. 9 (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment ii} The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. refilled operations. hall be uniform) prepared, compacted and approved in accordance with Sec' ions 207.02, 207.03 and 207.04 of the Standard Specifications. iii) The subgrades y p p P PP be inspected approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 (4) Prior to the construction of any embankment, the original ground surface within the limits of the • pope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. iv Subgrades rades shall and . 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. but for a of 14 calendar days prior to placing stone or is subject to a measurable rain (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 r that has satisfactorily pa a proofroll, remains uncovered period v) At the discretion of the Engineer, Subgrade y p P subject to additional roof rolls riot to placement of the Aggregate Base. event prior to placing stone, shall be p p P accordance with Section 203 of the Standard Specifications. C) Soil Subgrades D) Existing Pavement i) Milling of existing surfac es shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. 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 dr ins indicated on the approved construction documents to be located under the installations be in the City of Carmel Trench 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. ii} Localized weak areas of the existing pavement sect o g 9 P pavement are completed. Tench backfilling work of these shall accordance with Backflling specifications. iii) Prior to opening milled areas to traffic, the milled a yeas 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 ii)The subgrade shall be shaped to the required grade nd sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compa ted and approved in accordance with Sections 207.02, 207.03 and 207.04 of Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. . the Standard Specifications. iv) Subgrades shall be inspected and approved by th Engineer before any aggregate base or concrete curbs are constructed. A 3) Aggregate Bases proofroll shall be conducted in accordance with Secti n 203.26 of the Standard Specifications. Unacceptable areas shall be corrected A) General to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. 14 i placing This work shall consist of lacin a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of calendar days prior to placing Aggregate Base or con rete curbing or is subject to a measurable rain event prior to placing ii} Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete � Specifications. iii} The material shall be obtained from a Certified Aggregate Producer in accordance with ection 917 of the Standard Speciflcat o curbing. 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. 3) Aggregate Bases I . v Aggregate d foundations to thicknesses equal or greater than those indicated on the approved construction documents. 99 9 ate Bases shall be constructed on prepareoun ons an nes A) General i) This work shall consist of placing a compacted Aggre ate Base on a prepared soil subgrade in accordance with Section 105.03 of the 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. Standard Specifications. ' . ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. . Base shall be obtained from a Certified Aggregate Producer ir accordance with Section 917 of the ii} Frozen material shall not be placed. iii Aggregate Bases must be laced and ass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. } P P iii) The Aggregate material Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner-that minimizes segregation C) Preparation i ) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. P re P and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the 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 g approved construction documents. B) Temperature and Seasonal Limitations Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. D) Spreading and Finishing Aggregate P The A re ate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. i 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 • ii The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications, } 'i' Subsequent paving courses shall be laced 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 iii) q p g P 4C iv of this policy. } p y C) Preparation i The soil subgrade shall be free from objectionable or foreign materials at the time of placement. ' to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls maybe measurable rain event prior p q P 9 prepared ii The sub rade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to 9 � required. placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected 4 Asphalt Pavement to the satisfaction of the Engineer before any Aggregate Base is placed. A) General ' r surface hot mix asphalt HMA mixtures on a prepared foundation in accordance with Section 105.03 of the Standard i) This work shall consist of placing one or more courses of base, intermediate, o p (HMA) D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Bose shall be compacted in accordance with Section 301.06 of the Standard Specifications. Specifications. . Tooted on the approved construction documents. ii HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated pp iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that Ivy exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be be } iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may required. ' r 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 iv) Equipment for p 9 4) Concrete Curb A) Gene -al 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. ) i) This work shall consist if placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. the vi)Widening operations shall comply with the following: the the material will and not wider than the outside limits of the widening section. ii) Concrete curb shall be col ,structed on prepared soli subgrades or Aggregate Bases to the dimensional standards of applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. 605.02 the Standard (1)The outside face of the excavated area shall be left as nearly vertical as nature of permit (2) The existing adjacent to the widening area shall be sowcut to a clean edge. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section of Specifications. Hiyh early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. pavement (3) The subgrade in the widened area shall be compacted in accordance with 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 nt section indicated on the approved construction documents. (4) Vrdening mixtures shall comply with the pavement PP Specifications. . (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. v) Concrete production, mixing and haul'ir g /delivery shall be in accordance with Section 502.10 of the Standard Specifications. B Preparation ) Pre P Section 203.26 the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of vi ) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. ' The Aggregate Base shall be subject to additional proof rolls in accordance with of i) � this olicy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. P 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 ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Jnacceptabie areas iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. be tacked in accordance with Section 406 of the Standard Specifications. 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. iv) Asphalt surfaces between courses shall p v Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. } 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 � materials } the time of lacement. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign rnater�a.� a� ti t p I for installation below the temperatures specified. . vii) Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. 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. C) Weat h e r and Seasonal Limitations nd 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. i} HMA courses shat( be placed when the ambient temperature a p 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 amble it and sail subgrade or and Specifications. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Stand p Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the of a full time construction inspector and who shall act as an authorized agent of the Engineer. Th#: Engineer shall select ii) No mixture shall be placed on a frozen subgrade. 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, services the construction inspector. If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this v) policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base of HMA courses will be allowed u 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 P provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized inspector. placement place contractor a for the services of a full time construction inspector and who shall Oct as an authorized agent of the Engineer. The Engineer shall select the construction inspector. pay HMA course shall be allowed to be placed on an temperature with the requirements of Section 4C(i) of this policy between April 1 and April 15, agent of the Engineer. The Engineer shall select the construction vi) The Engineer reserves tFe right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that Aggregate Base in substandard concrete v If the ambient and foundation surface complies i e construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the approved foundation provided that the paving contractor pay for the services of a full time p prevailing weather conditions and /or the condition of the Subgrade and /or the may result curb placement, curing and finishing. 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 9 P 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. that the g result in substandard HMA placement, spreading and finishing. may P P ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications pro sided equipment to the requirement] of Section 508 of the Standard Specifications. D) Spreading and Finishing down equipment in accordance with Section 409.03(c) of the Standard Specifications. i) HMA courses shall be placed upon an approved foundation or other HMA course by means of lay , , conforms iii) Formwork shall comply with the requirernen �s 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. ii Segregation or flushin 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 AMA mixtures } g E)Joints . shall be removed if directed. n excess or deficient of binder shall be removed and replaced. iii) All areas showing a y 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 -inch. ive shall be removed and laced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any wc,y de f ect re P iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and ens of all curb the of each days work and where abutting existing construction. In addition to these requirements, expansion joints in E) Joints I} Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. q returns, end integral curb and sidewalks shall be located at the same location as the expansion joints in the aajoining sidewalk. F } Compaction p • the Standard Specifications immediate) after the mixture has been spread and finished. i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03 {d} of p y 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 Specifications. it Rollers shall not cause undue displacement, cracking, or shoving. 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 including sides after any forms are removed. 5) Inspections inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial A) All materials furnished and each part or detail of the work will be subject to p _surfaces iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to e concrete curbing. . and the approved construction documents. conformance with this policy pp 13 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. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only is inspected and accepted by the Engineer in accordance with Section 5 of this policy. C) The Contractor shall sched ule p proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. 9 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 testing y after the concrete curbing ii)Backfilling operations shall be Lompleted prior to opening the area to regular construction traffic. D) Sampling and of materials, equipment currents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the substantial conformance with this policy and the approved construction do p g 9 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 portion of the work suspected to be non - compliant or as directed by the Engineer. that is to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and +he approved construction documents. ,average E Where the Engineer determines necessary 9 the minimum prescribed b the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2") in any course equal or exceed p y PP B) The Contractor shall notify ;he Engineer a minimum of 48 -hours in advance of commencing any work sub jet} to the standards thicknesses of all courses must r I thickness from the pavement section indicated on the approved construction documents. o tots p ' ions and responsibilities under their contracts. Specifically, inspection by the Engineer, F) Such inspections shall not be construed to relieve the developers engineers or contractors in any way from their obligations P established by this policy. C} The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofroll- . D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random orb 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 Y 9 for the methods of construction, nor for safety on the job site. 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 the contractors during onstruction, or means and 9 G) Work identified fied to not meet the requirements of this policy 0 r t he roved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through approved of the Engineer for the rurpose 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 in an acceptable manner at the Contractor's expense. carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately y and replaced p p this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; 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 H If the Contractor fails to comply forthwith with any order made under the provisions of P y d d tested at ths. ex ense of the Contractor. The average thicknesses of the curb must equal or ex- Jed the m. iimum NOTE: CONTRACTOR SHALL CONTACT 1HE DEPARTMENT OF ENGINEERING TO SCHEDULE CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOVICATION REQUIREMENTS, REQUIRED INSPEC"flONS 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. to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. core an p I) Work dome contrary to instructions p y g rovided b the Fn ineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. prescribed by the approved construction documents. G} such inspections shalt not be construed to relieve the developers' engineers or contractors in any way from their obligations an 6 Acceptance responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not A Before acceptance of an phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction P y P documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. construction documents i bonded for period renter than three ears. The Engineer shall establish the H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether he B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work S p 9 y result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the extended bonding requirement. final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. q I} If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Ergineer 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. ____ 222��7 vi O Vn w r�I--- ___ \\\\��� y .. _. •'o ��•' G :� _,<,-- 4 - 0 ...6,19 r", NAL DATE: 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. (2005) Sc n i - • .r THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotech n ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 12/29/06 5960.001 d Z CHECKED BY: d I ALF o GENERAL Z DRAWING FILES: : \5k \5964 \001 \dwgs \C901- C902.dwg o SHEET NO.: CS)(02 W � � O 04 z CD C23 � � W o w � cw!) a� P4 x U) Z � Q Z w wo Y) . I III-11 �� 9 . � . . . P-4 1�41 E--i �::) cf) �Z5 . I . I " �:D o Ei �9 04 W z x o c\z CQ (=> C-) DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: RJS I ALF SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES: : \5k \5964 \001 \dwgs \C901- C902.dwg REF: S: \5k \5960 \001 \dwgs \Title1 .dwg SHEET NO.: CS)(02 + 3 � 3 VC IG 3 3 LS RN LS CONSTRUCTION 7 � 641 LIMIT LINE RN � I8 9 w - a IG HE 3 72 /LS\.. IG 5 /M�A 3 e. 2 IG /TM [till, 4 MP\ /QR2 F J /AG � /1G 7 72 '. AC BN '.. 3 1 APA71\, l � AG S v t 1 4 JC /-A-G--%\ 7 1 /RY � QR � s14 8 . 2 a RN RN 9 TT CS � MP \ I 9 /1G 3 . RY e" � PA \ 3 /RY\ b � MA /-A-I � '. CS TM RN fi � 10 9 w 10 IG 3 ° 4 B RN N \LO HE LS 3 44 2 a. TT LS w dP. . 625 /M--A'-%\ JC TT / � :..... 2 � /JC\- MP . . p � AG 3 I 1 QR .7/ TT 2j /AG / PA �,\ 10' PLANTING + � I� TRIP CONSTRUCTION i � / 3P VD LIMIT LINE 3 LS /Q R 3 /-P-A-\ 1 QR �P � AG P / 2A M P� JI � \gip ' 3 ` �Cg � �i r f G:::::::I PERMANENT SEEDING �s u CANOPY TREE i ASSUMED NORTH SCALE: 1 "= 30 ' HOLEY MOLEY SAYS " DON'T SIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NuTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. WEST BUFFERYARD 492'Of US 31 GREENBELT x 30'DEEF KEGUIRED: PROVIDED: 5 ORNAMENTAL TREES 15 ORNAMENTAL TREES 50 5HRUD5 50 SHKU35. 5 EVERGREEN TREES 5 EVff RGREEN TREES 25 5HADE TREES 22 SHADE TREES" 26 6 '5 E/'\115TING TREE5 PRESERVED NORT11 BUFFERYARD 454' OF LEVEL "C" BUf f ERYARD x 10' DEEP. REQUIRED: PROVIDED: 8 ORNAMENTAL TREES 18 ORNAMENTAL TREES 95 5HRU55 96 511KUB5 14 SHADE TREES 14 5MADE TKFf5 50UTH E EAST BUFFERYARD 737'Of PARKWAY GREENBELT x 10' DEEP KEGUiKf-D: PROVIDE: 5 ORNAMENTAL TREES 15 ORNAMENTAL TREES 71 SHRUBS 80 5HRU55 EVERGREEN TREES I EVERGREEN TREES 22 5I1ADE TREES 20 SHADE TREES' 26 6 "7 EXISTING TREES PRESERVED TREE PRESERVATION REQUIREMENT 2 TREES OF 9" OR GREATER DBN IN GREENBELT 100% OR 12 PRESERVED PARKING LOT LANDSCAPING 73- PROPOSED AND S °UTURESPACES REQUIRED: PROPOSED:- 9 SHADE TREES 10 SHADE TREES 41 5HRUD5 54 511RU55 PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME QTY. SIZE COND. REMARKS DECIDUOUS TREES AC Acer campestre Hedge Maple 9 2.5 B & B #2 Cont. AG Acer ginolo Amur Maple 26 6 1.5 8' B & B B & B Single Stem lump Form BN Be tuli n igro River Birch LS Liquidombor styrocifluo Sweet Gum 22 2.5 B & B Rhododendron Yakushrmanum 'Yaku Prince MA Molus 'Pramfire Pramfire Crabopp;e 29 1.5 B & B Syringa patula 'Miss Kim' QR Quercus rubro Red Oak 31 2.5 B & B_ B & B Viburnum carlesii TT Tilia tomes toso Sterlin g Silver Linden 21 2.5" EVERGREEN TREES AC Abies concolor White Fir 7 6' B & B #2 Cont. PA Piceo obies Norway Spruce 12 6' B & B B & B DECIDUOUS SHRUBS r ORNAMENTAL TREE � • � � SHRUBS CS Cornus sericea 'Isanti Red Stem Isanti Dogwood 9 30" #2 Cont. JC HQ Hydrangea quercifolia Dakleaf Hydrangea 12 24" B & B MP RN Rosa x 'Nearly Wild' Nearly Wild Shrub Rise 92 3 Gat. Cont. Taxus x media 'Den si form is' RY Rhododendron Yakushrmanum 'Yaku Prince s' Yaku Rhododendron 70 24" B & B SM Syringa patula 'Miss Kim' Miss Kim Lilac 33 24" #3 Cont. VC Viburnum carlesii Korean Spice Viburnum 14 30" 8 & B VD Viburnum dentatum 'Chicago Lustre' Chicago Lustre Arrowwood Viburnum 93 30" B & B PERENNIALS EXISTING TREES 19U19UI11i11Q9199199 109[ 991A91�llIYHl69 (99l9m991991p9lp9I91 CONSTRUCTION LIMITS MULCH LIMITS EXISTING TREELINE PROPOSED TREELINE EVERGREEN SHRUBS IG Ilex globro 'Compocto' Compact Inkberry 81 24" #3 Con t. 15" o. C. JC Juniperus chinensis 'Sea Green' Sea Green Juniper 109 24" B & B 10" o. C. MP Myrico pensyl vonico Northern Bayberry 114 24 #3 Con t. TM Taxus x media 'Den si form is' Dense Yew 100 24 B & B GROUNDCOVER HE Hemerocallis x 'Stella de Oro' Stella de Oro Daylily 262 1 Gal. Con t. 15" o. C. Ll Liriope spicoto Creeping Lilyturf 552 3.25" pot con t. 10" o. C. PH Pennisetum olopecuroides 'Hameln' Hameln Dwc.rf Fountain Grass 26 1 GAL Con t. 30" o. C. DATE: 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. (2005) 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: z 12129106 5960.001 DRAWN BY: CHECKED BY: MRK ALF SHEET TITLE: Q z PLAN � o XREf: S: \5k \5960 \001 \dwgs \Title1.dwg XREF: T: \5k \5960 \001 \dwgs \5960001S.dwg XREF: T: \5k \5960 \001 \dwgs \001bs.dwg SHEET NO.: wv� � � o a O w � H v� x Q � w H CfD E-I x � H w 0 x'. 0 DATE: PROJECT NO.: 12129106 5960.001 DRAWN BY: CHECKED BY: MRK ALF SHEET TITLE: LANDSCAPE PLAN DRAWING FILES: S: \5k \5960 \001 \dwgs \U 01.dwg XREf: S: \5k \5960 \001 \dwgs \Title1.dwg XREF: T: \5k \5960 \001 \dwgs \5960001S.dwg XREF: T: \5k \5960 \001 \dwgs \001bs.dwg SHEET NO.: DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL 2 5 3 lBd1 Cwt 1.E01 � WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL 4 i �t MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. I OF THE ROOT BALL. TREES WHERE THE: TRUNK MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO 1800 MM (6 FT.) DIAM. M;N. DO NOT COVER THE TOP OF THE ROOT 8FT. 0 DIAM. PREFERRED BALL WITH SOIL. GRADE OR 25-50 MM (1 -2 IN.) 40 MM ( ) HIGHER IN SLOWLY DRAINING SOILS. 200 MM (8 IN.) 75 MM (3 IN.) MULCH. DO NO PLACE �f MULCH IN CONTACT WITH TREE TRUNK. - MAINTAIN THE MULCH WEED -TREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE SOIL IMPROVEMENT DETAILS. I-.--41L - I 100 MM (4 IN.) f IIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. I II�—If '-lll REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY `VITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. � TREE PLANTING DETAIL FOR B &B IN AFL SOIL TYPES L801 SCALE: NOT TO SCALE NOTE: TIES DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN AN 8' SQUARE OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, BUT NO LATER THAN 12 MONTHS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WRAPPING. r--4- TREE CRAPPING DETAIL L�01 SCALE: NOT TO SCALE REMOVE ANY TWINE OR SYNTHETIC TAPES FROM SHRUB TRUNK REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" SAUCER FILLED WITH 3 "SHREDDED - BARK MULCH EXTENDED 6" FROM PIT .t pp;r FINISH GRADE BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR , COMPACTED BACKFILL 12" MIN. 7 L801 SHRUB SCALE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. V 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR CABLE �- TWIST WIRE TO TIGHTEN. 3- 240 x 40 MM (1.5 x 1. 5 1 N.) E HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL a a ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. THE FIRST STAKE SHALL BE DIRECTLY SOUTHWEST OF THE TREE TRUNK. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS, TREE ST-A-E-ING DETAIL, TREES 3" CALIPER OR LESS L801 scni.e: NOT TO scar WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER -- 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR C) TWIST WIRE TO TIGHTEN, TURNBUCKLES FOR TREI 150 MM (6 IN.) CALIPE' 750 MM (30 IN.) LONi WOOD STAKE. ALL STAKES SHALL BE UI \I V LIV V V I JIUL THE EDGE OF THE ROOT BALL. '71NG OR OTHER VISUAL ACH WIRE. NAL METAL DRIVE ANCHORS, _LED PER MANUFACTURERS TIONS. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. ROOTBALL GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 4" HIGH EARTH SAUCER NOTE: LOCATE 1 STAKE DIRECTLY SOUTHWEST OF TREE TRUNK PLAN VIEW 3 TREE STAKING DETAIL 01 SC_AT:c: NOT TO SCALE NOTE: FOR DETAILED REC RELATED TO THE P LANTI N IN THE IMPROVED SOIL, "TREE PLANTING DETAIL." LOAMY SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSUKr_ SO THAT ROOT BALL DOES NOT SHIFT. HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL (TYP. OF 3) MULCH 13 MM (0.5 IN.) DIAM. PLASTIC HOSE TREE THE ROOT -BALL DIAMETER LL WITH EXISTING SOIL. ►Y LOAM SOILS, ADD 20% ' VOLUME COMPOSTED MATERIAL TO THE EXISTING _OPE ON SIDES OF NG HOLE. AVATED OR ,OTED MOUND UNULK THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING ANY ADDITIONAL SOIL IMPROVEMENTS. CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT IN POOR SOIL CONDITIONS. 5 TREE STAKING DETAIL, TREES 3" CALIPER OR LARGER r6 SOIL IMPROVEMENT DETAIL L801 SCALE: NOT TO SCALE L801 SCALE: Nom To SCALE NOTE: TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH 'TREE IS A MINIMUM OF 500 SQUARE FEET. 6" VARIES C-0 CIE TYPICAL SPACING 3" SHREDDED BARK MULCH �" • �k •`'��' °� '`��' � `�� FINISH GRADE j� �`rr•- f�'�'', S�.n?.wy Yri� cJ� t 1 i .y�—� ty —{ BACKFILL PER SPECIFICATIONS ,�- Ir,•_TC =; �,�.� ._,�� i�� ���_ ,,f�;1�r �'� t'''.: ;s �.�n ....�y ��. °$$ °� ,,t fl. `I� �1•-r fl.riTt ;� C; I�tL' -'�iT tll�`. -T { t I !1� t-(' l�r � "i. i . � 5 �,•,.. yb •77� �j .r i 11 �, ,` ti's �, -,►' -; EXISTING SUBSOIL OR r. t� 7 y; ii f k{ ([ _ COMPACTED BACKFILL s 3 , !,P 1 7• ' { .�_S -7 I A��s. ti 1(�T_ �.F � !' � � ��.(? ���� �� . !�; ■ r �s ke I�•—qq �.? � r � � � "e'__ �� j � 4��i1'•a�.� �i .t t r Li e��.��� � _i.1 t tMVw it r.• v �i i e 1 y'� j— + f J? t i` 9 GROUNDCOVER DETAIL L801 SCALE: NOT TO SCALE 2 PLY HOSE TO SHEATH WIRE GALVANIZED TWISTED WIRE WOODEN STAKES - PER SPECIFICATIONS (TYP. OF 3) 3" SHREDDED HARDWOOD BARK MULCH EXTENDED 6" BEYOND PIT (6' DIA. MIN.) DO NOT COVER TREE TRUNK 3" SOIL SAUCER FINISH GRADE REMOVE ANY TWINE OR SYNTHETIC TAPES REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL OR WIRE BASKET(IF APPLICABLE) EXCAVATE HOLE AND BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR COMPACTED B ACKFU EVERGREEN TREE DETAIL L802 SCALE: NOT TO SCALE LAWN AREA PLANTING OR MULCHED AREA �--- MULCH AS SPECIFIED 2 ,,.... �. ,•y y. A�i1i F VERTICAL. EDGE x i EXISTING GRADE OR t. I � I -�-- -I I,�� GRADE OF PLANTING AREA NOTE: NOTE: STEEL LAWN EDGING SHALL TRENCH EDGE SHALL CREATE A BE USED Al ALL LAWN CLEAN SEPERATION BETWEEN AREAS; EDGES AND AT EDGES OF AND SHALL CREATE SMOOTH AND MULCHED AREAS (FOR EVEN LINES (AS INDICA'ED ON THE CONTAINMENT). PLANS). 7 SPADE EDGE L801 SCALE: NOT TO SCALE VERTICAL EDGE DECORATIVE STONE SEE PLANS. STEEL EGDE RESTRAIN AS SPECIFIED 7 STEEL EDGE L801 scnie: HoT ro scA1F MULCH AS SPECIFIED EXISTING GRADE OR GRADE OF PLANTING AREA NOTE: 1. STEEL LAWN EDGING SHALL CREATE A CLEAN SEPERATION BETWEEN PLANTING AREAS AND LAWN EDGES. 2. CREATE SMOOTHAND EVEN LINES AS INDICATED ON PLANS. 3. DO NOT USE STEEL LAWN EDGING FOR SPECIMEN OR SINGLF TREE, FOR TREES TO BE LOCATED IN LAWN ARES, CUT MULCH RING TRENCH TO SAME DIMENSIONS. cn CD w DATE: 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. (2005) rJC ill• f 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 FF TWO- WALLED PLASTIC t ` , SHEETING OR TREE SHELTER t l BREATHABLE FABRIC TREE WRAP APPLIED FROM MATERIAL APPLIED FROM TRUNK ' FLARE TO FIRST BRANCH ! CD TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP t ;�- TO COVER ALL BARK. ",a IODEGRADABLE BIODEGRADABLE ,a PLASTIC TAPE. PLASTIC TAPE o APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12 MM (0.5 IN.) GAP BETWEEN THE TRUNK AND THE SHEETING. w� OPTION 1 OPTION 2 TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, BUT NO LATER THAN 12 MONTHS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WRAPPING. r--4- TREE CRAPPING DETAIL L�01 SCALE: NOT TO SCALE REMOVE ANY TWINE OR SYNTHETIC TAPES FROM SHRUB TRUNK REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" SAUCER FILLED WITH 3 "SHREDDED - BARK MULCH EXTENDED 6" FROM PIT .t pp;r FINISH GRADE BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR , COMPACTED BACKFILL 12" MIN. 7 L801 SHRUB SCALE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. V 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR CABLE �- TWIST WIRE TO TIGHTEN. 3- 240 x 40 MM (1.5 x 1. 5 1 N.) E HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL a a ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. THE FIRST STAKE SHALL BE DIRECTLY SOUTHWEST OF THE TREE TRUNK. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS, TREE ST-A-E-ING DETAIL, TREES 3" CALIPER OR LESS L801 scni.e: NOT TO scar WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER -- 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR C) TWIST WIRE TO TIGHTEN, TURNBUCKLES FOR TREI 150 MM (6 IN.) CALIPE' 750 MM (30 IN.) LONi WOOD STAKE. ALL STAKES SHALL BE UI \I V LIV V V I JIUL THE EDGE OF THE ROOT BALL. '71NG OR OTHER VISUAL ACH WIRE. NAL METAL DRIVE ANCHORS, _LED PER MANUFACTURERS TIONS. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. ROOTBALL GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 4" HIGH EARTH SAUCER NOTE: LOCATE 1 STAKE DIRECTLY SOUTHWEST OF TREE TRUNK PLAN VIEW 3 TREE STAKING DETAIL 01 SC_AT:c: NOT TO SCALE NOTE: FOR DETAILED REC RELATED TO THE P LANTI N IN THE IMPROVED SOIL, "TREE PLANTING DETAIL." LOAMY SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSUKr_ SO THAT ROOT BALL DOES NOT SHIFT. HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL (TYP. OF 3) MULCH 13 MM (0.5 IN.) DIAM. PLASTIC HOSE TREE THE ROOT -BALL DIAMETER LL WITH EXISTING SOIL. ►Y LOAM SOILS, ADD 20% ' VOLUME COMPOSTED MATERIAL TO THE EXISTING _OPE ON SIDES OF NG HOLE. AVATED OR ,OTED MOUND UNULK THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING ANY ADDITIONAL SOIL IMPROVEMENTS. CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT IN POOR SOIL CONDITIONS. 5 TREE STAKING DETAIL, TREES 3" CALIPER OR LARGER r6 SOIL IMPROVEMENT DETAIL L801 SCALE: NOT TO SCALE L801 SCALE: Nom To SCALE NOTE: TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH 'TREE IS A MINIMUM OF 500 SQUARE FEET. 6" VARIES C-0 CIE TYPICAL SPACING 3" SHREDDED BARK MULCH �" • �k •`'��' °� '`��' � `�� FINISH GRADE j� �`rr•- f�'�'', S�.n?.wy Yri� cJ� t 1 i .y�—� ty —{ BACKFILL PER SPECIFICATIONS ,�- Ir,•_TC =; �,�.� ._,�� i�� ���_ ,,f�;1�r �'� t'''.: ;s �.�n ....�y ��. °$$ °� ,,t fl. `I� �1•-r fl.riTt ;� C; I�tL' -'�iT tll�`. -T { t I !1� t-(' l�r � "i. i . � 5 �,•,.. yb •77� �j .r i 11 �, ,` ti's �, -,►' -; EXISTING SUBSOIL OR r. t� 7 y; ii f k{ ([ _ COMPACTED BACKFILL s 3 , !,P 1 7• ' { .�_S -7 I A��s. ti 1(�T_ �.F � !' � � ��.(? ���� �� . !�; ■ r �s ke I�•—qq �.? � r � � � "e'__ �� j � 4��i1'•a�.� �i .t t r Li e��.��� � _i.1 t tMVw it r.• v �i i e 1 y'� j— + f J? t i` 9 GROUNDCOVER DETAIL L801 SCALE: NOT TO SCALE 2 PLY HOSE TO SHEATH WIRE GALVANIZED TWISTED WIRE WOODEN STAKES - PER SPECIFICATIONS (TYP. OF 3) 3" SHREDDED HARDWOOD BARK MULCH EXTENDED 6" BEYOND PIT (6' DIA. MIN.) DO NOT COVER TREE TRUNK 3" SOIL SAUCER FINISH GRADE REMOVE ANY TWINE OR SYNTHETIC TAPES REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL OR WIRE BASKET(IF APPLICABLE) EXCAVATE HOLE AND BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR COMPACTED B ACKFU EVERGREEN TREE DETAIL L802 SCALE: NOT TO SCALE LAWN AREA PLANTING OR MULCHED AREA �--- MULCH AS SPECIFIED 2 ,,.... �. ,•y y. A�i1i F VERTICAL. EDGE x i EXISTING GRADE OR t. I � I -�-- -I I,�� GRADE OF PLANTING AREA NOTE: NOTE: STEEL LAWN EDGING SHALL TRENCH EDGE SHALL CREATE A BE USED Al ALL LAWN CLEAN SEPERATION BETWEEN AREAS; EDGES AND AT EDGES OF AND SHALL CREATE SMOOTH AND MULCHED AREAS (FOR EVEN LINES (AS INDICA'ED ON THE CONTAINMENT). PLANS). 7 SPADE EDGE L801 SCALE: NOT TO SCALE VERTICAL EDGE DECORATIVE STONE SEE PLANS. STEEL EGDE RESTRAIN AS SPECIFIED 7 STEEL EDGE L801 scnie: HoT ro scA1F MULCH AS SPECIFIED EXISTING GRADE OR GRADE OF PLANTING AREA NOTE: 1. STEEL LAWN EDGING SHALL CREATE A CLEAN SEPERATION BETWEEN PLANTING AREAS AND LAWN EDGES. 2. CREATE SMOOTHAND EVEN LINES AS INDICATED ON PLANS. 3. DO NOT USE STEEL LAWN EDGING FOR SPECIMEN OR SINGLF TREE, FOR TREES TO BE LOCATED IN LAWN ARES, CUT MULCH RING TRENCH TO SAME DIMENSIONS. cn CD w DATE: 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. (2005) rJC ill• f 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 FF CD Q � T__4 o w � o t w� � � o C/D � o o Q z w � w UD o Lo ~ w o ,..� P �Z) a V 1 w CD rn � w o C\2 0 LANDSCAPING PART 1 - GENERAL 1.01 Related Documents A. Drawings and general provisions of the Contract, including Conditions, Specification Sections, apply to this Section. 1.02 Summary A. This Section includes the following: 1. Trees. 2. Shrubs. 3. Ground covers. 4. Plants. 5. Excavating and backfilling for trees, shrubs, ground covers and plants. 6. Removal of all rock encountered while installing drainage pits. 7. Placement of satisfactory fill and topsoil and final grading shown on drawings. 8. Topsoil and soil amendments. . 9. Fertilizers and mulches. 10. Stakes and guys. 11. initial maintenance of landscape materials. B. Description: This work shall consist of furnishing, transporting, and installing all plants or other materials required for: 1. The establishment of landscape plantings community. 2. Post - planting maintenance until released by the Owner. An inspection will be conducted within one year of substantial completion. The Owner reserves the right to withhold the final 10% of contract amount until final acceptance inspection for complete job. 3. All remedial operations required to fulfill Contractor's obligations of these Specifications, the plans or as reasonably directed by the Owner. 4. Provide all exterior planting as shown on the drawings or inferable therefrom and /or as specified in accordance with the requirements of the Contract Documents. 5. These specifications include standards necessary for and incidental to the execution and completion of planting, including hauling and spreading of topsoil, and finished grading as indicated on the prepared drawings and specified herein. 6. Protection Of existing features. During construction, protect all existing trees, shrubs, and other specified vegetation, site features and improvements, structures, and utilities specified herein and /or on submitted drawings. Removal or destruction of existing plantings is prohibited unless specifically authorized by the Owner. 1.03 Applicable Standards: �. ;'- .��r� %i "_c7r '',`c7t ;:� ir! tc, l ��'!r, �;'' T .=c ��c "?rr ;,�= rn�,, ; ;�� ANSI A300. American National Standards Institute, 11 West 42nd Street, New York, NY 10036. B. Are ���,(� f S(ur��; �c ; ".)f, 1 ar _),eV SlukuA, ANS L 6'. ; American Nursery and Landscape Association, 1250 Eye Street, NW, Suite 500, Washington, D.C. 20005. C. hL -noels Ihi.ra, The Staff of the L.H. Bailey Hortorium. 1976. MacMillan Publishing Co., New York. D. All standards shall include the latest additions and amendments as of the date of advertisement for bids. 1.03 Submittals: Submit the following unless directed otherwise by Landscape Architect or Owner: A. General: Submit each item in this Article according to the Conditions of the Contract Specification Sections. B. Product certificates signed by manufacturers certifying that their products comply with specified requirements. 1. Manufacturer's certified analysis for standard products. 2. Analysis for other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. 3. Label data substantiating that plants, trees, shrubs, and planting materials comply with specified requirements. C. Qualification uata for firms and persons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with names and addresses, names and address of architects and owners, and other information specified. D. Submit name of wholesale nursery source for plants within bid package. Include nursery phone numbers so that availability can be checked. Contractor may be required to provide updated plant source information as the project progresses. Sources with similar soil types and climate are desirable. Sources south of USDA Zone 5 will not be accepted. E. Planting schedule indicating anticipated dates and locations for each type of planting. F. Maintenance instructions recommending procedures to be established by Owner for maintenance of landscaping during an entire year. Submit before expiratior, of required maintenance periods. 1.05 Quality Assurance: A. Installer Qualifications: Engage an experienced installer who has completed landscaping work similar in material, design, and extent to that indicated for this Project and with a record of successful landscape establishment. 1. Installer's Field Supervision: Require installer to maintain an experienced full -time supervisor on the Project site during times that landscaping is in progress. B. Source Quality Control: 1. General: A Certificate of Nursery inspection from each State Department of Agriculture from which plants originate and /or a dated, current year Indiana Department of Natural Resources Nursery Dealer Certificate. The nursery must verify whether or not they are under a Gypsy Moth Compliance Agreement between the DNR and the United States Department of Agriculture or under an MA Japanese Beetle Quarantine. All plant material shipped from nursery vendors subject to quarantines must be accompanied by a 1997 Certificate of Compliance for gypsy moth and /or Japanese Beetle. To determine if vendors are subject to quarantines, call the DNR supervisor of Plant Regulatory Services. 2. Provide quality, size, genus, species, and variety of trees and shrubs indicated, complying with applicable requirements of ANSI Z60.1 "American Standard for Nursery Stock." Provide healthy, vigorous stock grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun - scald, injuries, abrasions or disfigurement. 3. Do not make substitutions. If specified landscape material is not obtainable, submit proof of non - availability to Landscape Architect, together with proposal for use of equivalent material prior to bid submittal. 4. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. 5. Inspection: The Landscape Architect /Owner may inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. C. Measurements: Measure trees and shrubs according to ANZI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes.. Take caliper measurements 6 inches (150 m) above ground for trees up to 4 inch (100 mm) caliper size, and 12 inches (300 mm) above ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches Or roots tip -to -tip. 1.5 Delivery, Storage, and Handling: A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. B. Sod: Harvest, deliver, store, and handle sod according to the requirements of the American Sod Producers Associntion's (ASPA) "S .necaficafions for TUrfgross Sod Materials and Transplanting /Installing." Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. C. Tress and Shrubs: Deliver freshly dug trees and shrubs. Do not p� -une before delivery, except as approved by Landscape Architect. Protect bark, branches, and root systems from sun - scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy natural shape. Provide protective covering during delivery. Do not drop trees and shrubs during delivery. D. Handle balled and burlapped and container stock by the root ball. E. Deliver trees, shrubs, ground covers, and plants after preparations for planting have been completed and install immediately. If planting is delayed more than 6 hours after delivery, set planting materials in shade, protect from weather and mechanical damage, and keep roots moist. Do not deliver more plant material than can be planted in one day. If planting is delayed more than 6 hours: 1. Se-( balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 2. Do not remove container -grown stock from containers before time of planting. 3. Water root systems of trees and shrubs stored on site with a fine -mist spray. Water as often as necessary to maintain root systems in a moist condition. 1.06 Project Conditions: A. Utilities: Determine location of above grade and underground utilities and perform work in a manner which will avoid damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Landscape Architect before planting. 1.07 Coordination and Scheduling: A. Planting Time: Proceed with and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each kind of landscape work required. 1. Plant or install materials only when ground and backfill is not frozen. 2. Correlate planting with specified maintenance periods to provide maintenance from date of substantial completion. 3. Install plant material between Mach and June and /or between September and December (whichever contract allows). B. Coordination with Dirt Contractor: Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to a Landscape Architect /Owner. 1.08 Warranty: A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Warrant the following living planting materials for a period of one year after date of Final Completion, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for warranty period, or incidents that are beyond Contractor's control. 1. Trees. 2. Shrubs. 3. Ground covers. 4. Plants. C. Remove and replace dead planting materials immediately unless required to plant in the succeeding plant►;,,y season. D. Replace planting materials that are more than 25 percent (25 %) dead or in an unhealthy condition at end of warranty period. E. A limit of one replacement of each plant material will be required, except for losses or replacement due to failure to comply with requirements. .i .09 Tree and Shrub Maintenance: A. Maintaiti trees and shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. Maintain trees and shrubs for the following period: 1. Maintenance Period: 12 months following Substantial Completion. Maintenance should occur on a semi - monthly basis. 1.10 Ground Cover and Plant Maintenance: A. Maintain ground cover and plants by watering, weeding, fertilizing, and other operations as required to establish healthy, viable plantings for the following period: 1. Maintenance Period: 12 months following Substantial Completion. Maintenanc-1 should occur on a semi - monthly basis. Watering shall be coordinated with &Alner. PART 2 - PRODUCTS 2.01 Plants: A. Plants shall be true to species and variety specified and nursery -grown in accordance with good horticultural practices under climatic conditions similar to those in the locality of the project for at least two years. They shall have been freshly dug (during the most recent favorable harvest season). 1. Ail plant names and descriptions shall be as defined in 1 hrfjs r,r,J 2. All plants shall be grown and harvested in accordance with the A17 ;:r/rc_,7 St0,0 :, C r 1 c r l 1'' b, r' C r, v , t o.. ' 1( 3. Unless approved by the Landscape Architect, plants shall have been grown at a latitude not more then 200 miles (325 km) north or south of the latitude of the project unless the provenance of the plant can be documented to be compatible with the latitude and cold hardiness zone of the planting location. B. Unless specifically noted, all plants shall be of specimen quality, exceptionally heavy, symmetrical, and so trained or favored in development and appearance as to be unquestionably and outstandingly superior in form, compactness and symmetry. They shall be sound, healthy, vigorous, well branched, and densely foliated when in leaf; free of disease and insects, eggs, or larvae; and shall have healthy, well - developed root systems. They shall be free from physical damage or other conditions that would prevent vigorous growth. 1. Trees with multiple leaders, unless specified, will be rejected. Trees with a damaged or crooked leader, bark abrasions, sun - scald, disfiguring knots, insect damage, or cuts of limbs over ? in. (20 mm) in diameter that are not completely closed will be rejected. C. Plants shall conform to the measurements specified, except that plants larger than those specified may be used if approved by the Landscape Architect. Use of larger plants shall not increase the contract price. If larger plants are approved, the root ball shall be increased in proportion to the size of the plant. 1. Caliper measurements shall be taken on the trunk 6 in. (150 mm) above the natural ground line for trees up to and including 4 in. (100 mm) in caliper, and 12 in. (300 mm) above the natural ground line for trees over 4 in. (100 mm) in caliper. Height and spread dimensions specified refer to the main body of the plant and not from branch tip to branch tip. Plants shall be measured when branches are in their normal position. If a range of sizes is given, no plant shall be less than the minimum size, and no less than 50 percent (50 %) Of the plans shall be as large as the maximum size specified. Measurements specified are minimum sizes acceptable after pruning, where pruning is required. Plants that meet measurements but do not possess a standard relationship between height and spread, according to the Ar �e� ; "���r `� c �,'?C`�7r ;J ; cr l`lc:.rsery it- �;C, shall be rejected. D. Substitutions of plant materials will not be permitted unless authorized in writing by the Landscape Architect. If proof is submitted in writing that a plant specified is not obtainable, consideration will be given to the nearest available size or similar variety, with a corresponding adjustment of the contract price. E. The plant list at the end of this section , or on the drawing, is for the Contractor's information only, and no guarantee is expressed or implied that quantities therein are correct or that the list is complete. The Contractor shall ensure that all plant materials shown on the drawings are included in his or her bid. F. All plans shall be labeled by plant name. Labels shall be attached securely to all plants, and containers of plant materials when delivered. Plant labels shall be durable and Legible, with information given in weather - resistant ink or embossed process lettering. G. Selection and Tagging: 1. Plants shall be subject to inspection for conformity to specification requirements and aoproval by the Landscape Architect of their place of growth and upon delivery. Such approval shall not impair the right of inspection and rejection during progress of the work. 2. A mitten request for the inspection of plant material at their place of growth shall be suLmitted to the Landscape Architect at least ten (10) calendar days prior to digging. This request shall state the place of growth and the quantity of plants to be inspected. The Landscape Architect may refuse inspection at this time if, in his or her judgment, sufficient quantities of plants are not available for inspection. 3. All plants shall be selected and tagged by the Landscape Architect at their place of growth. For distant material, photographs may be submitted for pre - inspection review. 4. All field grown deciduous trees shall be marked to indicate the trees north orientation in the nursery. Place a 1 in. diameter spot of white point onto the north side of the tree trunk within the bottom 12 inches of the trunk. H. Anti- Desiccants: 1. Anti- desiccants, if specified, are to be applied to plants in full IEaf immediately before digging or as required by the Landscape Architect. Anti - desiccants are to be sprayed so that all leaves and branches are covered with a continuous protective film. 2. Anti - desiccant: shall be an emulsion specifically manufactured for agricultural use, which provides a protective film over plant surfaces. Anti- desiccants shall be delivered in containers of the manufacturer and shall be mixed according to the manufacturer's directions. Submit manu"iocturer literature for approval. I. Balled and Burlapped (B &B) Plant Materials: 1. Trees designated B &B shall be properly dug with firm, natural balls of soil retaining as many fibrous roots as possible, in sizes and shapes as specified in the �r,�e�� :,�r- S �',ana'�r�' for b/ul _s-r Sto--!,:%' Balls shall be firmly wrapped with nonsynthetic, rottable burlap and secured wit naiis and heavy, nonsynthetic, rottable twine. The root collar shall be apparent at surface of ball. Trees with loose, broken, processed, or manufactured root balls will not be acceptable, except with special written approval before planting. J. Container Plants: 1. Plants grown in containers shall be of appropriate size for the container c- specified in the most recent edition of the Are- ri ':���/ �';l�0 , /�oI / ,,rser;� SL'��,t and be free of circling roots on the exterior and interior of the root ball. 1. Container plants shall have been grown in the container long enough to have established roots throughout the growing medium. K. Bareroot and Collected Plants: 1. Plants designated as bareroot or collected plants shall conform to the Am(..r,, ^.7n 2. Bareroot material shall not be dug or installed after bud break or before dormancy. L. Immediately after harvesting plants, protect from drying and damage until shipped and delivered to the planting site. Rootbolls shall be checked regularly end �,%,�atered sufficiently to maintain root viabili '"y. M. Transportation and Storage of Plant Material: 1. Branches shall be tied with rope or twine only, and in such a manner that no damage will occur to the bark or branches. 2. During transportation of plant material, the Contractor shall exercise care to prevent injury and drying out of the trees. Should the roots be dried out, large branches broken, balls of earth broken or loosened, or areas of bark torn, the Landscape Architect may reject the injured tree(s) and order them replaced at no additional cost to the Owner. All loads of plants shall be covered at all times with tarpaulin or canvas. Loads that are not protected will be rejected. 3. All bareroot stock sent from the storage facility shall be adequately covered with wet soil, sawdust, woodchips, moss, peat, straw, hay, or other acceptable moisture- holding medium, and shall be covered with a tarpaulin or canvas. Loads that are not protected in the above manner may be rejected. 4. Plants must be protected at all times from sun or drying winds. Those that cannot be planted immediately on delivery shall be kept in the shade, well protected with soil, wet mulch or other acceptable material, and kept well watered. Plants shall not remain unplanted any longer than three (3) days after delivery. Plants shall not be bound with wire or rope at any time so as to damage the bark or break branches. Plants shall be lifted and handled with suitable support of the soil ball to avoid damaging it. N. Mechanized Tree Spade Requirements: 1. Trees may be moved and planted with an approved mechanical tree spade. The tree spade shall move trees limited to the maximum size for c similar B &B root -ball diameter according to the -rnr,�c'J ; S crud" '; `_ /A 'Jr )er)� STocr or the manufacturer's maximum size recommendation for the tree spade being used, or is smaller. The machine shall be approved by the Landscape Architect prior to use. Trees shall be planted at the designated locations in the manner shown in the plans rigid in accordance with applicable sections of the specifications. 2.02 Tree and Shrub Material: A. General: Furnish nursery -grown trees and shrubs conforming to ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well- shaped, fully- branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun - scald, injuries, abrasions, and disfigurement. 1. Soil balls shall not be broken or loose. if, when pulled, the stem or crown moves and the ball does not, the plant will be rejected. 2. The root flare should be at the soil line on top of the ball. The plant was planted too deep if you see the root flare deeper inside the ball with most of the roots near the bottom of the ball. If the uppermost roots are more than 4 inches below the top of the soil ball, the plant will be rejected. 3. Measure the width and depth of the root ball. Root systems must be in balance with the top of the plant. The roots must be of sufficient size to support the top of the plant. 4. Plants must have a balanced root system that is well distributed and not one - sided, circling or girdling. 5. Buds on plants (if visible) should be full, moist, and green inside when split apart. 6. Trees must have a defined central leader (leader) with a minimum of eight branches radiating to all sides of the tree. The tree is acceptable if it can be pruned to a center leader. 7. Minimum Tree Ball Requirement Size: Spade Size (D= Diameter); Deciduous Shade Trees (C=Coliper); Evergreen Trees (H= Height) D =34" C =25" D =38" C =3.0" D =44" C =35" D =48" C =4.0" D =28" H =6 ft. D =30" H =7 ft. D =44" H =12 ft. D =48" H =13 ft. D =48" H =14 ft. D =52" H =15 ft. 8. Container plants are to grow in containers for a minimum of 90 days prior to delivery. 9. Roots must fill the soil ball of the container grown plant. 10. Root bound plants will be rejected. B. Grade: Provide trees and shrubs of sizes and grades conforming to ANSI Z60.1 for type of trees and shrubs required. Trees and shrubs of a larger size may be used if' acceptable to Landscape Architect, with a proportionate increase in size of roots or balls. 1. In size grading B &B trees, caliper shall take precedence over hEight. Where a minimum and maximum size (i.e. size range) is specified the average of the lot should approximate the midpoint of the specified size range. C. Label all trees and shrubs of each variety, size and caliper with a securely attached, waterproof tag bearing legible designation of botanical and common name 2.03 Shade and Flowering Trees: A. Shade Trees: Single -stem trees with straight trunk, well- balanced crown, and intort leader, of height and caliper indicated, conforming to ANSI 260.1 for type of trees required. 1. Branching Height: As indicated in paragraph 2.4C. 2. Multistem or clump forms with 3 main trunks shall be provided when specified. B. Small Trees: Small upright or spreading type, branched or pruned naturally Gccordiny to species and type, and with relationship of caliper, height, and branchi,lg recommended by ANSI 260.1, and stem form as follows: 1. Form: Single stem. 2. Form: Multistemn, clump, with 2 or more stems. 3. Form: Multistem, shrub, with multiple stems. C. Provide balled and burlapped trees. 2.04 Deciduous Shrubs: A. orm and Size: Deciduous shrubs with not less than the minimum number of canes required by and measured according to ANSi Z60.1 for type, shape, and height of shrub. B. Provide balled and burlapped deciduous shrubs.. 1. Container -grown deciduous shrubs will be acceptable in lieu of balled and burlapped deciduous shrubs subject to meeting ANSI Z60.1 limitations for container stock. 2.05 Ground Covers and Plants: A. Provide ground covers and plants established and well rooted in removable containers or integral peat pots and with not less than the minimum number and length of runners required by ANSI Z60.1 for the pot size indicated. 2.06 Grass Materials: A. Sod: Certified turfgrass sod complying with ASPA specifications for machine -cut thickness, size, strength, moisture content, and mowed height, and free of weeds and undesirable native grasses. Provide viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Seed: Seed mixture "R" as described in Section 621.06 of the 1999 Indiana Department of Transportation Standard Specifications Se (-tion 621.06 (a). C. Mulch: Mulch method A or B as described in Section 621.05 of 1999 Indiana Department of Transportation Standard Specifications and Section 621.05 ?. 2.07 Fill Material: A. Satisfactory Fill Materials: ASTMD 2487 soil classification groups GW, GP, GM, SW, SP and SM; free of rock or gravel larger than 2 inches (50 mm)in any dimension, debris, water, frozen materials, vegetation and other deleterious matter. B. Topsoil: Provide topsoil that is fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay, limps, brush, weeds and other litter, and free of roots, stumps, stones larger than 1 inch in any direction, and other extraneous or toxic matter harmful to plGnt growth. Topsoil shall contain a minimum two percent (2%) organic matter. 1. Topsoil Source: import topsoil from off -site sources. Obtain topsoil from naturally well- drained sites where topsoil occurs at least 4 inches (100 mm) deep; do not obtain from bogs or marshes. C. Drainage Fill: Washed evenly graded mixture of crushed stone with 100 percent (100 %) passing a 1 'h inch sieve, and not more than 5 percent passing a No. 8 sieve. 2.08 Fertilizer: A. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and slow- nitrogen, 50 percent (50 %) derived from natural organic sources of urea -form, phosphorous, and potassium in the following composition: 1. Slow-Release Fertilizer for Trees and Shrubs: Granular fertilizer consisting of 50 percent (50 %) water - insoluble nitrogen, phosphorus, and potassium in the following composition: a. Composition: 5 percent (5%) nitrogen, 10 percent (10 %) phosphorous, and 5 percent (5�) potassium, by weight. 2. Fertilizer for reconditioning of lawns: 1 lb. Per 1,000 sq. ft. of actual nitrogen, 4 percent (4%) phosphorous, and 2 percent (2 %) potassium be weight. 2.09 Mulches: A. Organic Mulch: Organic mulch, free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of the following: 1. Type: Shredded hardwood bark. 2.10 Stakes and Guys: A. Upright and Guy Stakes: Rough -sawn, sound, new hardwood, redwood, or pressure - preservative -- treated softwood, free of knots, holes, cross grain, and other defects 2 by 2 inches (50 by 50 mm) by length indicated, pointed at one end. B. Upright Tree Stake and Tie Wire: ASTM A641 (ASTM A 641M), Class 1, galvanized -steel wire, 2- strand, twisted, 0.100' inch (2.7 mm) in diameter. C. Tree Guy Cable: 5- strand, 3/16 inch (4.8 mm) diameter, galvanized -steel cable, with zinc - coated turn buckles, 3 inch (75 mm) long minimum, with two 3/8 inch (10 mm) galvanized eyebolts, All guy wires shall be marked with white flags to prevent safety hazard. D. Hose Chafing Guard: Reinforced rubber or plastic hose a least � inch ( mm) in diameter, black, cut to lengths required to protect tree trunks from damage. E. Trunk -Wrap Tape: Two layers of crinkled paper cemented together with bituminous material, 4 inches (102 mm) wide minimum, with stretch factor of 33 percent. PART 3 - EXECUTION 3.01 Examination: A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting performance of work of the Section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 Preparation: A. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, and secure Owner's /Landscape Architect's acceptance before the start of planting work. Make minor adjustments as may be required. 3.03 Planting Soil Preparation: A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. B. Mix soil amendments as specified on planting details. Mix fertilizers with topsoil at rates indicated. Delay mixing fertilizer if planting does not follow placing of planting soil within a few days. C. For tree pit or trench backfill, mix planting soil before backfilling and stockpile at site. 1. Provide specified fertilizer at a rate of: a. Shade tree - 2 pounds per inch of caliper. b. Small trees - 1 pound per inch of caliper. D. For planting beds, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 1. Apply specified commercial fertilizer at rates and thoroughly mix into upper 2" of topsoil. Provide specified fertilizer at the following rates: a. Shrubs - 1/4 pound per foot height or spread. b. Evergreens - 1/8 pound per foot height or spread. c. Herbaceous Plants - 1/8 pound per plant. 3.04 Ground Cover and Perennial Plant Bed Preparation: A. Till soil in beds to a minimum depth of 8 inches (200 mm) and mix with specified fertilizers. 1. Use fertilizer at a rate of 2 pounds per 100 square feet. 3.05 Excavation for Trees and Shrubs: A. Pits and Trenches: Excavate with vertical sides and with bottom of excavation slightly raised at center to assist drainage. Loosen hard subsoil in bottom of excavation. 1. Balled and Burlapped Trees and Shrubs: Excavate approximately 2 times as wide as ball diameter and equal to ball depth, plus the following setting layer depth: a. Setting Layer: Allow 3 inches (75 mm) of planting soil. 2. Container -Grown Shrubs: Excavate to container width and depth, plus the following setting -layer depth: a. Setting Layer: Allow 3 inches (75 mm) of planting soil. B. Dispose of subsoil removed from landscape excavations. Do not mix with planting soil or use as backfill. C. Obstructions: Notify Landscape Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. 1. Hardpan Layer: Drill 6 inch ( 150 mm ) diameter holes into free - draining strata or to a depth of 10 feet (3 m), whichever is less, and backfill with free - draining material. D. Drainage: Notify Landscape Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. 1. Landscape Architect has the option to require the installation of 8" drainage pits at the bottom of the ball excavation to facilitate drainage. Use Go 8" auger to dig 36" deep pit. Fill pit with washed drainage fill. 2. Rock's excavation includes removal and disposal of rock material and obstructions encountered that can be removed by the following heavy -duty rock excavating equlpfrierit. . a. Rock material includes boulders �h cu. yd. (0.38 cu.m.) or more in volume and rock in beds, ledges, unstratified masses, and conglomerate deposits. 3. Rock excavating equipment for tree pits shall be equivalent to Caterpillar Model No. 215D LC track - mounted hydraulic excavator, equipped with a 42 inch (1050 mm) wide short -tip radius rock bucket, rated at not less than 120 hp (89 kW) flywheel power with bucket- curling force of not less than 25,000 LB (111 kN) and stick -crowd force of not less than 18,700 LB (83 kN), measured according to SAE Standard J1179. 4. Do not excavate rock until it has been cross - sectioned by Landscape Architect. E. Fill excavations with water and allow it percolate out, before placing setting layer and positioning trees and shrubs. 3.06 Planting Trees and Shrubs: A. Set balled and burlapped stock plumb and in center of it or trench with top of ball raised above adjacent finish grades as indicated. 1. Place stock on setting layer of compacted planting soil. 2. Remove burlap and wire baskets from tops of balls and partially from sides, but do not remove from under balls. Remove pallets, if any, before setting. Do not use planting stock if ball is cracked or broken before or during planting operation. 3. Place backfill around ball in layers, tamping to settle backfill and eliminate voids and air pockets. When pit is approximately � backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. B. Set container -grown stock plumb and in center of pit or trench with top of ball raised above adjacent finish grades as indicated. 1. Carefully remove containers so as not to damage root balls. 2. Place stock on setting layer of compacted planting soil. 3. Piace backfill around ball in layers, tamping to settle backfiil and eliminate voids and air pockets. When pit is approximately � backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. C. Dish and tamp top of backfill to form a 3 inch (75 mm) high mound around the rim of the pit. Do not cover top of root ball with backfill. D. Wrap trees of 2 inch (50 mm) caliper and larger with trunk -wrap tape. Start at base of trunk and spiral cover trunk to hE;ght of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. Inspect tree trunks for injury, improper pruning, and insect infestation and take corrective measures required before wrapping. 3.07 Tree and Shrub Pruning: A. Prune, thin, and shape trees and shrubs as directed by Landscape Architect. 3.08 Tree and Shrub Guy Staking: A. Upright Staking and Tying: Stake trees of 2 through 5 inch (50 through 125 mm) caliper. Stake trees of less than 2 inch (50 mm) caliper only as required to prevent wind tip -out. Use a minimum of 2 stakes of length required to penetra +A at least 18 inches (450 mm) below bottom of backfilled excavation and to extend at least 73 i>>ches (1800 mm) above grade. Set vertical stakes and space to avoid penetrating bells or root masses. Support trees with 2 strands of tie wire encased in hose sections at contact points with tree trunk. Allow enough slack to avoid rigid restraint of trees. B. Guying and Staking: Guy and stake trees exceeding 14 feet (4.2 m) and more than 3 inch (75 mrri) caliper unless otherwise indicated. Securely attach no fewer than 3 guys to stakes 30 inches (760 mm) long, driven to grade. Attach flags to each guy wire, 30 inches (760 mm) above finish grade. Wrap trunk with tape as shown on details. 3.09 Planting Ground Cover and Plants: A. Space ground cover and plants as indicated. B. Dig holes large enough to allow spreading of roots, and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. 3.10 Fill: A. Preparation: Remove vegetation, topsoil, debris, wet and unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placing fills. B. When subgrade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface to depth required, pulverize, moisture- condition or aerate soil and recompact to required density. C. Place fill material in layers to required elevations for each location listed below. 1. Under grass, use satisfactory excavated or borrow soil material. D. Place fill materials in IayPrs not more than 8 inches (200 mm) in loose depth nor material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand- operated tampers. E. Place backfill and fill materials evenly on all sides of structures to required elevations. Place backfill and fill uniformly along the full length of each structure. F. Percentage of Maximum Dry Density Requirements; Compact soil to not less than the following percentages of maximum dry density according to ASTM D 1357: 1. Under lawn or unpaved areas, compact the top 6 inches (150 mm) below subgrade and each layer of backfill or fil! material at GO percent (80 %) maximum dry density. 3.11 Grading: A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compact requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between existing adjacent grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to conform to required surface tolerances. B. Site Grading: Slope grades to prevent ponding. Finish subgrades to required elevations within � . 3.12 Final Grading and Placement of Topsoil: A. Loosen subgrade and lawn area to a minimum depth of 4 inches. Remove stones measuring over 1 -1.2 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1. Spread topsoil to minimum depth required to meet lines, grades, and elevations shown, after light rolling and natural settlement. Minimum depth of topsoil shall be 4 inches unless otherwise indicated. In tree and shrub planting areas there shall be 18" - 24" topsoil. Around the plant, at least in an area equal to the plonts' mature canopy size. 2. Place approximately 1h of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of topsoil. 3.13 Reconditioning Lawn and Seeding of Berms: A. Recondition existing lawn areas or other Contractor's work damaged by Operations, including storage of materials or equipment and movement of vehicles. Seed all berms installed by Landscape Contractors that are not in an existing lawn. Sod all berms installer) by Landscape Contractor that are in existing lawns. B. Remove sod and vegetation from damaged lawn areas; do not bury into soil. Remove topsoil containing foreign materials resulting from Contractor's operations, including oil drippings, fuel spills, stone, gravel, and other construction materials, and replace with new topo-oil. C. Where substantial lawn remains, mow, dethatch, core aerate, and rake. Remove weeds before seeding. Where weeds are extensive, apply selective herbicides as required. Do not use pre - emergence herbicides. D. Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf, and legally dispose of it off the Owner's property. E. Till stripped, bare, and compacted areas thoroughly to a depth of 6 inches (150 mm). F. Apply initial fertilizers and mix thoroughly into top 4 inches (1000 mm) of soil. Fertilizer shall provide 1 lb. Per 1,000 sq. ft. of actual nitrogen, 4 percent (4 %) phosphorous, and 2 percent (2%) potassium by weight. Provide new plantiil-g soil as required t fill low spots and meet new finish grades. G. Apply sod, or seed and mulch as stated in Section 621.05 and 621.06 of the 1999 Indiana Department of Transportation Standard Specification. H. Water newly planted areas and keep moist until new grass is established. 1. This work is not paid for directly but is included in the cost of other items. 3.14 Mulching: A. Mulch backfilled surfaces of pits, trenches, planted areas, and other areas indicated. B. Organic Mulch: Apply the following average thickness of organic mulch and finish level with adjacent finish grades. Do not place mulch against trunks or stems. 1_ Thickness- 3 inches (75 mm). 3.15 Cleanup and Protection: A. During landscaping, keep pavements clean and work area in an orderly condition. B. Protect 'tandscaping from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.16 Disposal of Surplus and Waste Materials: A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash and debris, and legally dispose of it off the Owner's property. END OF SECTION I 7F -�� - _� . . z 0 V) _��_ L-L-1 - -_ I Of _00� ;,� DATE: 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. (2005 cJ� 1.11 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 G I S * LI S Horne Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: d z ::::� 12/29/06 o DRAWN BY: Q z ZAB � o SHEET TITLE: LANDSCAPE SPECIFICATIONS DRA NG FI S: S: \5k\5960\001 \dwgs \L101.dwg XREF: S: \5k \5960 \001 \dwgs\'Ftle1.dwg w � XREF: T:\5k\5960\001\dwgs\001bs.dwg � o ... Hd=ds) (a R I I � z a C:) U C) �_41 W C> Q_�$ w C/D � �� . �� � P4 x U I U ow lnwwwwnm� Q z U) �-ii � Q w� C/:) �:5 x w o �=, W z f24 o C\2 0 L_ I I DATE: PROJECT NO.: 12/29/06 5960.001 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: LANDSCAPE SPECIFICATIONS DRA NG FI S: S: \5k\5960\001 \dwgs \L101.dwg XREF: S: \5k \5960 \001 \dwgs\'Ftle1.dwg XREF: T:\5k\5960\001\dwgs\5960001S.dwg XREF: T:\5k\5960\001\dwgs\001bs.dwg SHEET NO.: ... Hd=ds) (a R I I