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Home My WebLink About0,r' f� r r✓ h, rr U i J rn rn len N LD CuCri 4 CC) c ro c 0 3 a CC a w I In cn LO len M WOODED .AREA TO BE PRESIERVED PER C'kIAkIT 0CC01t^TI!'11UC CI IC]CI IC"Ir r. r. r- nr>r. I&lr PROPOSED 30' DRAINAGE EASEMENT 510' PERMANENT EA.S"E:N IN FAVOR (IE' CIrf OF CkRWE1 NST, #8924064 EMERGENCY OVER ELt:441 EARTHWORK: 1. EXCAVATION A. Excavated material that Is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. FBI obtained from offslte shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps from area to be occupied by a road surface area Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect tress of value and worth which do not impair construction of Improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of protective measure to be taken. if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toil Free 1-800-382-5544 within Indiana or i-800-428-5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrode as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrode. All other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevation* can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the Job meets the above tolerance. FORM\EARTHWRK EMER ENCY OVER FLOW ..00 ��punn1 o° �•elm SCALE: 1"= 60' 14f'�d { oo EARTHWORK EXCAVATION AREA "HOLEY MOLEY" SAYS: 1-800-382-5544 CALL TOLL FRSs 1-800-428-5200 M CALLS OUTSIDE OF MMA � EXISTING LAKE N,P,= 735o00 CAUTION LOCATION OF ALL EXLSiING UNDERGROUND UTiUTiES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes. inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISITiNG UNDERGROUND UTiLIMES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTiLRIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. M ZN O 5 W W m m m W O 0 k0 k O) c U W r- O V) < >- I Z W > `t Oo D r � M X Z < Q � rn co V I 00 W r W I Z_ 0 O C7 00 Z W o IJ') Z J len 0 ZrN z 0U v i Z _Q z Q Z -� Z >� 0 Z U 0 W V) Q Q U 0 X 0 W 0 Z O O = I F— t..L n/ Q I..IM J W I.LI W Q U SHEET NO. 7 of 21 wrn 'TOB "x29648 a 11111�� m m m W O 0 k0 k O) c U W r- O V) < >- I Z W > `t Oo D r � M X Z < Q � rn co V I 00 W r W I Z_ 0 O C7 00 Z W o IJ') Z J len 0 ZrN z 0U v i Z _Q z Q Z -� Z >� 0 Z U 0 W V) Q Q U 0 X 0 W 0 Z O O = I F— t..L n/ Q I..IM J W I.LI W Q U SHEET NO. 7 of 21 wrn 'TOB "x29648 a 1 1 / 1 1 I I I I 1 t; I 1 l 1 0 � < .......... re 0 n K N x o i U) z 0 LU m N < O� o i a .e 0 r as Q F � a p N < O� o i a .e 0 as Q T 0 p N 0 0 0 LM M P O� f so 0 z M D Ar Z ♦ Q nx 0 Z Z O Z (� N Q W r X I , ^1 .r— a_v W (n Q O 1. U O Vn X Z Z Q O r�^ V N J m L.LJ W cr Q U SHEET N0. (9 OF 21 SHEETS JW "O.29648 I/ i Tiow "qu Lmw eouw SHALL _ ezealaI �r� --rS14 16" r x-841-7599 O NORTH AAT$ SCALE QJENT }4W P110163cT +'t**4 I I L;1`444. {jpy��irLL 1. IN CASE OF DSCREPANC M BETWEEN THE PLAN AND THE PANT LIST, THE PAN SHAI.,L, DICTATE 2. ALL SHRUB PLANTING ARISA& TO BE COVED W/ 3' LAYER OF SHREDDED HAI4DN4DW MULCH. ALL. GROUND COVER BED* SWVJ- BE C4V FRED W/ 7 SHREDDED I-IARDWOOD E6*M MULCH. MULCH 5HAL.L BE UNIFORM IN TEXTURE AND CCLAR AND SHALL BE OBTAINED FROM SA\k"L L OR LUMBERIIN, OPERATION. NO UT1l fTY MLLGH OR PROCEdWWD TREE TRIMMINGS WILL BE ALLCM00. 3. AN APPROVED PRE-EMER99W HERBCCDE SHALL BE APPLIED JN ALL. PLANTING OEM AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PVWT VARIETY. 4. NO 5-1 5-T!TLrrLR'5 OF P -AW MATERIALS WA1. BE ALLOWED. IF PANTS ARE NOT AVAILABLE THE CONTRACTOR SHALL NOTVwY THE ARCHITECT PRIOR TO BD IN WRITING. ALL PLAITS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING- TO JOB SITE. PLANTS MAY BE INSPOICM AND APPROVED OR RE.AscTisD ON THE Jos SITE SY ARCHITECT. 5. ALL PANTS SHALL MEET OR EXCEED AMERC./W STANDARDS FOR NURSERY STOCK, U06 EDITION AS SET FORTH BY AMERICAN ASSOCWT'ION OF NURSERYMEN. 6. PANTS AND ALL OTHER I-ATMALS TO BE STORED ON SITE WILL BE PLACED WHET! THEY WILL NOT CONFLICT WITH CONSTRUCTION OPEIRAT101',5 AND AS DIRECTED BY THE ARCHITECT. • • • 7. ALL. L AND -r .APE PLANT*MM SHALL. BE GUARANTEED BY THE LANDSCAPE CONTRACTOR FOR A PERIOD OF ONE YEAR FOLLOWING FINAL. INSPECTION BY A CHI TELT AT THE END OF THIS PERIOD PLANT h1ATERLAL TERMED DEAD OR UNSATISFACTORY BY AR 4TICT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE CONTRACTOR 8. THE LANDSCAPE CONTRACTOR SFWJ- OBTAN AND PAY FOR ALL PERNMTS AND PEE* ?FIAT MAY BE 1116131UIRED FOR HIS PORTION OF WORK. 9. PEAT MOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL. 04101100LATE BRONNV IN COLOR AND COMPOSED OF PAlTAt<,LYG D ETABLE MATERIA - PEAT MOSS TO N "LOLY 'N C� �TER AND SHALL BE APPROVED BY ARCHITECT. 10. bridscW CONTRACTOR Si- ALL NOTIFY ARCHITECT IN WRITING PRIOR TO BID DAT E OF ANY PLANTS HE / SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTBD ON PLANS. 11. ALL UpAXTISTUR8ED LAWN IWEAS TO BE RESEEDED OR SODOW. LAWNS SHALL RMWNE 4'-6' APPROVED TOPSOIL. PRIOR TO SEEDWG OPERATIONG. 12 BACKFILL FOR TREE PLANTN0 SHALL BE ?M APPROVED TOPSOIL AND 25% APPROVW PEAT MOW. TOPE LAYER OF BACKFILL SHALL BE 100% E)OW NC" TOPSOIL. A 5-1045 ANALYSIS SLOW RELEASE FORTILIZER SiiAL.L BE INCORPOIRATED INTO BACICPLL AT APPROMW RATES. _ •;+ , www►..a= RUNE ONLY AS NEEDED TUBBER HOSE AULTI-STRAND WIRE (OR 14 GAUGE WIRE 'REE WRAPPING =0R FALL INSTALLATION ONLY) 3" SHREDDED BARK MULCH 3"SAUCER FINISH GRADE SCK BILL' ANCHOR EXISTING SOIL BACKFILL SOIL MIXTURE COMPACTED BACKFILL MIXTURE NTS. SHADE TREE PLANTING DETAIL ONLY AS NEEDED AL�AMLATION ONLY) 3 -SHREDDED BARK MUCH 3 -SAUCER FINISH GRADE STAKE AS NEEDED (EXISTING SOIL ,BACKFLL MIXTURE r,OWACTED BACKFILL MIXTURE I I 111 NTS. ORNAMENTAL TREE PLANTING DETAIL IN PRUNE ONLY AS NEEDED 3" SHREDDED BARK MULCH 2" SAUCER FINISH GRADE BACKFILL SOIL MIXTURE COMPACTED BACKFILL MIXTURE NTS SHRUB PLANTING DETAIL ,+ -- • G,AUTk�N THE LOCATIONS OF ALL EXISTING UN: ERGROUND UTILITIES 91-IOWN ON THIS PLAN ARE eASED UPON A80'VE GROUND EVIDENCE (INCLUDING. BUT NOT LR" I'TED TO. NIAPIHOLES, NL.ETS. VALVES. A%V MARKS MADE UPON THE GROUND BY OTHERS) AND TARE 5PECUl-,ATNE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGIRCIUND UTMJTIES FOR W1 -NCH THERE IS NO EVIDENCE OR FOR WI -ICH NO AWIVE GROUND EVDENCE WAS OB6EJZ%W- THE EXACT LOCATIONS OF .PAD EXISTNIG LAsCERGROUND UTILITIF.IG &-kA4-L BE VERIFIED BY THE CONT ACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800--W2-55" CALL. TOLL.. FREE SHEET N0. OF 21 SHEETS ,loe NO. 29648 SCALE: 1"= 60' U J O) cn (J7 Q 0 0 di 00 0 U) :r - cc cc co 17 to tU 755 750 745 740 SCALE: 1"= 60' SCALE: 1 "=50' HOR. 1 "=5' VERT. O O O .- O 00 N N OOi � t0LO 0 In O n M to � t00 'r N Obi V) M O rn O M tIn n to n IN n LO cV W) N GRADE .-- to IV. C. to to .- 0 D O O O of Oi of 0i OOi a0 Obi a0 ad 0) 0) 00 n n n n n n n n n n n to rn 0) n n n It n n n Q 2.18% z 40' V.C. V. 747. 35± CAD + aq OR ODOD In t0 `nIri N o U) 0 — _ + 0 W H 40' V.C. V) F U z O F — d /EXISTING GRADE Q U O U U w � Z 0.6096 Q _z —" 0 �1 PROPOSED GRADE --- 0.609E _ N LO mxn - 12" R.C. 2" R C.P. INV.=747 05±J n 0 l V.= 45.43 n to EXISTIN + `° 00 + n 48' R. X P. ± c M + n o + INV.=7 .04± II (n w rn N V N N CU 5 > w F a c� a c� F- 1(n a a 36" R.C.P. 42IS P P z Z Z �- w INV.=739.45± INV.=73 x U x U w w Zz .9s±0 xO w a a to 3a of W a Z �' 0+00 0+50 1+00 1+50 1+75 2+00 2+25 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 DAWNWOOD SCALE: 1 "=50' HOR. 1'=5' VERT_ LJINI VL. ��Lop r •I • I L04F I •I V L_ UUOMRR T UUUK I 755 750 745 740 755 750 745 740 31� m ti V) 0 N S b � a a 00 Y Q p m U }m Lt_ W Z �\ W o N O Q No. _ 19358 STATE OF 03 O) rn 0 0 w LL. ' F- it Li U SCALE: 1"=50' HOR. 1 "=5' VERT. -r %I Irvu U+SU 0+00 EASTWICK CIRCLE � 04 N N N t00 In O n to n n 'r to in V) M Q W 750 EXISTING GRADE 4 IV. C. I rn D 00 Ld W II 745 �'9p\ o 00 PROPOSED GRADE M F 740 r 0.60X rn 0) 0.60% TI " 2 p8 C.P 9 Z Q O z V. 747. 35± CAD + aq OR ODOD In t0 `nIri N o U) 0 0 + 0 W H V) F U z O F V) d d Q U O U U w � Z Q _z W 0 �1 -r %I Irvu U+SU 0+00 EASTWICK CIRCLE z Q 0 r Z w z O L.L �— O U cr— W // 0— V ) Z Q O 1 O a. 3: Z W 0 W F -- C' V) — W J I..L..1 W Q U SHEET NO. 1 0 OF 21 sHEm " "0'29648 � N Q Z Q 0 L z W >of `t 00 755 V) M Q W 750 I rn 00 Ld W II 745 Z o 00 W M 740 Z J rn 0) L J 00 a Z Q O z z Q 0 r Z w z O L.L �— O U cr— W // 0— V ) Z Q O 1 O a. 3: Z W 0 W F -- C' V) — W J I..L..1 W Q U SHEET NO. 1 0 OF 21 sHEm " "0'29648 J Q7 cn 0i Q 66 0 rn c CD 3 0 F - z w i ren Ln co LO cn CU En m 1 N 0 us 5 w Ixa �S w o � ao Nm L`II o Q°'No. =1389W ATE 00 rn O 0 w F- w U N 0) a 0 U -)i W rn > It 00 � r N M X Z Q J rn co V I of 00 W r W o Z o C� 00 Z I W C' U') M Z 0) J W V) 00 a Z a 0U z Z Q 0 Z Z 0 r ^ V J U Q W W 0 V) W M 0 U 0 Z �: Q � Z Z O� W = U 0�J W W 2 Q U SHEET N0. 11 OF 21 sHEm doe "°'29648 I ' 0 o 50' R/W 30' B -B I --� W 3 11coni ♦ U pg _j O HANDICAP RAMP 2S, q 808 807 TO BE INSTA D Q \ s1. Y N Pte. ~ O U C HANDICAP RAMP TO BE INSTALLED 0 60V DA hal WOOD 1.7 DRIVE � 3 in 1.6 2+50 2+75 3+00 X m 1 4 1®1751.15 b M 51.37 �51 27 51 12 50.9 50.8 19 J cn Q7 0) L0 CL t\ LC7 CLI C co c 0 Lo 3 O F- - z CIO co Cr Cu m 18 SCALE: 1 "= 20' O .7 s W yo -� 5 •A'�S 50� a� N I 0 50.0 DAWNWOOD 00 '� DRIVE ~ 0.60 N 0.60% 3+51.57 3+751 3+91.63 4+13.63 46 4+31.58 4+50 50. 50.7 I 50.6 50.4 0.36 X - r750.2511 Q50.51 41 809 50.3 50.2 50.14 50.03 4 92 , ., ---------- 701 w 15 � 17 HANDIC TO BE HANDICAP TO BE IN! 16 0 V) z O N 12 5 1.16 pa 40 S Y a a co ` ZZs rim U m L- cv F No. i4 w �u o� 19358 = O STATE OF r s ao m 0 w U- P= w U z fta 0 Lo z W Q' > � °° Z V M � X Z IQ Q J n I rn co I 00 W r W o Z o 00 W c) M Z rn H J W 00 Z) 0. Z ^ z 8 v z z Q � o z Z O Q U F-- W w V) 0 Z U) O 0 - O ~ O U � w U) z O W � Z = J M W LLJ � Q U SHEET NO. 12 of 21 sHum " NO -29648 SCALE: 1 "= 100' LEGEND 0 FLAGMAN A FLAGMAN AHEAD SIGN 0 ROAD CONSTRUCTION AHEAD SIGN/END CONSTRUCTION SIGN • DRUMS GENERAL NOTES 1) See Standard Detour Signs sheet 2—A for vertical and horizontal clearances to Construction Signs, spacing of channelizing devices and detals of barricades, cones, drums, markers and Typical Sign Standard. 2) Construction Warning Lights shall be required in accordance with the Standard Specifications. 3) Additional signs and barricades shall be required as directed. 4) Spacing of drums at this location shall be 10 feet for a 50 foot taper or 20 feet for a 100 foot taper. 5) For temporary lane closures during daylight hours, cones or tubular markers may be used in lieu of drums. 6) For un—numbered routes, street signs or county road signs shall be used in lieu of the route marker in the Detour Route Marker Assembly. 7) Advance Tum Detour Route Marker Assemblies shall be located as shown, or after the last cross—street prior to the beginning of the detour, as directed. 8) Directional Detour Route Marker Assemblies shall be located 10 to 20 feet in advance of all required turns within the detour limits. 9) Confirming Detour Route Marker Assemblies shall be spaced at a maximum of c mile, and shall also be located 50 to 100 feet past all major intersections, as directed. Confirming Detour Route Marker Assemblies shall be placed after a required turn when directed. 10) End Detour Route Marker Assemblies shall be located at the point at which traffic is returned to the original route. The Advance Tum Marker (MS -1) shall be Included in the assembly when traffic is required to turn to access the original routs. FORMS/TRAFFIC J Cn Cn 01 LO Ln m co c 0 CD 3 O L.� 4 a= Cn Cn co Ca rn N Cn V) Z 0 V) in 5 a 00 rn O (n 0 N 14-Z ►) Q a Z W a' d' Y 0: a N p � � Z X Q Q � � a o M CDrn 00 U oO g W SII o� 00 rn O (n 0 N 14-Z ►) Q a Z W a' d' N M � Z X Q Q L_ J t\ i'Y W ao n W I Z_ O O C� co Z W I LO n Z rn F- L? J U rn cn Z 0 ^ v a. a z Z Q J n w U Z Q Z W _Z Q ri' 0 J Z a 0 Z Com: w I& Z 0 F_ 17 0 Of W J Ld Q U SHEET NO. 13 OF 21 sus " "0.29648 V a J rn rn rn m Ln u•i m 0 x (-0 3m 0 z a V) cn r, cn co LD 0) N a 10 5 6— + — 7 — 8 --9 11 ---- — 1 �+J+ I i + DUBARRY = DRIVE DUBARRY — COURT— z ~ � 3 I� 0 N J ,4" 180 d LF. -6" I 4 . " N wYE do LAT. t— j r STA. 1+46 u M — — - Lij X � -. a --- 75C 74( W EASTNACK I _ CIRCLE 33 u: + i 2� d I pp � e I � N I I 1 w7c.F,s, 4.4T / 0 3 I� 0 N —13 — 7----- . r II .J a V r H M EASTNACK I _ CIRCLE 33 u: + i 2� d I pp � e I � N I I 1 w7c.F,s, 4.4T / T- T 19 LF. -6" 15 I WYE do LAT. ISTA. 1+35 112 LF. -6" I WYE & LAT. 16 ISTA. 2+32 I I . � I I 14 LF. -6" i 17 W & LAT. YE i STA. 3+32 I. I STA. 0+00 N ' 116 LF. -6" 18 I WYE & LAT. ISTA. 0+41 I i L I 19 I 18 LF. -6" WYE & LAT. I ISTA. 1+40 ME I 5+39 I /16 LF. -6" I WE & LAT. STA. 1 +88 / 20 I I � I 12 0 Iq 0 N —13 — 7----- . r II T .~14 V r H M V X � 4& a STUB 20 LF. W tU OF 8" P.V.C. ILu U IPE N. O 0.42% F- (a r O I\ J PROPOSED O o I z GRADE Q Z T- T 19 LF. -6" 15 I WYE do LAT. ISTA. 1+35 112 LF. -6" I WYE & LAT. 16 ISTA. 2+32 I I . � I I 14 LF. -6" i 17 W & LAT. YE i STA. 3+32 I. I STA. 0+00 N ' 116 LF. -6" 18 I WYE & LAT. ISTA. 0+41 I i L I 19 I 18 LF. -6" WYE & LAT. I ISTA. 1+40 ME I 5+39 I /16 LF. -6" I WE & LAT. STA. 1 +88 / 20 I I � I 12 U') Iq 0 N —13 — 7----- . T .~14 V r J M V X � 750 74( SCALE: 1"= 60' SCALE: 1"=50' HOR. 4"—r,' %/CDT 750 74C SCALE: 1"=50' H OR. l"=5' VERT. o t` U') Iq 0 N O F M cV In V r M V X � U a W tU ILu U F- H r EXISTING GRADE PROPOSED o I PROPOSED GRADE ~- < GRADE C� I ( Z '0 CD o0 EXISTING Li . •. ' : . FULL DEPTH •• GRADE Z GRANULAR J Lr) o () 01 0 '' v BACKFILL �� . 44 •. :•.4L-49 45-6-5 80 PIPE E INV. -745.55 • r. I 8" PIPE W INV. -745.65 200 L.F. 8" P.V.C. PIPE 00.42% M 0 � r- C r 00 INV. -742.44 0 8 PIPE N. N EXISTING = O Z INV. -740.59 " -73� 34t 82 L.F. 8" P.V.C. cn PIPE ® 0.50% N SCALE: 1"=50' HOR. 5 w pad p� S S 8 t � o 0 Go U w 0O N-1 w LLJ Z �� V) o a r- ,,,`,,��uuuuU�gi �,,A s 19358 STAN OF 00 i o w , w L) NOTES FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. CONTRACTOR SHALL EXTEND SEWER LATERALS THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT. AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL TERMINATION. 750 75C 740 74( 41 IIS 7BFY 0 CO SCALE: 1 "=50' HOR. 1 "=5' VERT. 0 U') Iq 0 W O F M cV Fr V r M X z a W tU ILu U F- H r PROPOSED o I V) GRADE W I ( Z '0 CD o0 EXISTING Li . •. ' : . 0 M GRADE Z ° J Lr) o () 01 0 '' v V) < z • r. I • . ' 8" PIPE S. INV. -742.44 8 PIPE N. I EXISTING INV. -740.59 " -73� 34t 82 L.F. 8" P.V.C. R CTOR TO PIPE ® 0.50% I V. PRIOR V CTION 00 Z w w 0 0 000 ZO O 000 X Q 4 H H w (n 2 I(n (n w14. Z 0 z 0 � U W Z V) Q 0.. 0 w0 W 0 3: 3: rW V / z O N� LL v(�� Q Z mw rQ tY Vj U SHEET NO. 14 of 20 9*rm '108 NO -29648 U') i 0 W 03 V M X z a J r V) I 00 N W I Z '0 CD o0 Li I 0 M Z J Lr) o () 01 0 '' v V) < z w14. Z 0 z 0 � U W Z V) Q 0.. 0 w0 W 0 3: 3: rW V / z O N� LL v(�� Q Z mw rQ tY Vj U SHEET NO. 14 of 20 9*rm '108 NO -29648 ' U .. J CP CT CP (` cy') .-y O CD co C . lC7 7 C O C) 3 O Cz F-- Cn U7 Cn CD N' (D CT CU m .. v J 01 0 m c ro c Lo 3 0 Cu m CC Ln U) cn 03 LD 0) cv Ln If, 750 ��e, SCALE: 1"= 50' SCALE: 1"=50' HOR. 1 "=5' VERT. 750 750 740 740 SCALE: 1"=50' HOR. 1"=5' VERT. yl Lo 0 0 0 0 06 o 0 N II 8� II r r U � r H H n r n r r 0 W J Z W J Z 0 o PROPOSED GRADE tl o: N EXISTING GR FULL DEPTH II II a II BACKFILL 15' R.C.P. E&W II INV. -745.35 � II II 12" R.C.P. ® 0.509 H H Lai O J r- J ? Z 0o co O O of U Of U 0c t!1 W m PROPOSED GRADE to� EXISTING GRADE .A FULL DEPTH GRANULAR FULL DEPTH ' �•_ •• 7 1 BACKFILL I I GRANULAR BACKFILL • : • R '� �D �•� I 45.35 45.64 45.64 45.94 46.50 45• lug WA b A�t P9 E 24" R.C.P.N p� wAhR Pr+E �� 12" R.C.P. S INV.=741.50EXISTING 30" R.C.P. S INV. -745.35 30 L.F. INV. -741.50 42' PIPE' 15" R.C.P. INV. -739.59± 61 L. F. R.C.P. 01.00% 58 L. F. 15" R.C.P. 37 L.F. 12" R.C. . 72 L.F. 12" R.C.R.12" 01.00% 151 L.F. 15" R.C.P. 02.16% 125 L.F. 15" R.C.P. O 1.859 00.50% 00.80% 00.80% J J Q I- W � J Z OO J Z � J Z O ? J Z COO 00 a0 O 00 00 00 O co ' w x x Z Q Z Q D V) 1 U of U (n m U U),M (n U V) (n M V) I Q >- 750 750 740 740 SCALE: 1"=50' HOR. 1"=5' VERT. m yl 0 0 06 Fto to 81 N II 8� II � II U U � H H I EX 46.39 125 L.F. 12" R.C.P. O 1.009 0 W J Z W J Z 0 o PROPOSED GRADE Ln o: EXISTING GR FULL DEPTH GRANULAR BACKFILL 15' R.C.P. E&W '5.35 INV. -745.35 30 L.F. 12" R.C.P. ® 0.509 H H Lai O J r- J ? Z 0o co O O of U Of U m 750 740 SCALE: 1 "=50' HOR. 1 "=5' VERT. 0 yl Lo Fto to 81 N II 8� W 750 740 SCALE: 1 "=50' HOR. 1 "=5' VERT. 0 Lo Fto to N II if WM W PROPOSED GRADE EINSTiN ADE 47.64 I EX 46.39 125 L.F. 12" R.C.P. O 1.009 0 10 W J Z W J Z 0 o o Ln o: W V) O M 5 W Y C � 0 00 orn m LW►J 'O o J W c� `ttsill 11 I,,,,,II,,,,''' � O No. 19358 STATE OF 0o O W L� F w U Q O z W 0000 � r V) M 0 X Z Q J (n I 00 CN W I- W I Z 0 0 O 00 W i C� LO ro Z � F= J rn V) V) 00 Z z OU in 1-1 Z W p T-- Z O Z wO 1..L U LLJ old V) Z Q 0 O O W 3:LLJ Z I..L V O M J �1..1..1 W V) 2 Q U SHEET NO. 16 of 20 s iEm ""m29648 5 8 I I 7 e 9 10 11 12 13 f tY W w W W tY W TY W D: W w W it W WZ �' w w WZ w w w w w d:3T` a=1N :3 00 a:3to) O.=1 d:30o d]r7 CL O.�M fU00 8 IJ N UUN Yid Yid Yid Yid _ Yui Ygv�i (A U) bi W F- W H W H H - V7 t/1 Vf m y fn N V1 U) N (A _.........w _ w ._ _ ..._. _ TEMPERARY PRE HYORMI3µULLmBE �DUBARRY DRIVE 1 DUBARRY COURT _ DUBARRY COURT 4 mw aZpao ap^ C� U N 1" K COPPER x 3 d SERVICE LINE i N STA. 5+70 3 1" K COPPER SERVICE LINE STA. 4+55 EASTVWX VJ TT CIRCLE 1' K COPPER SERVICE UNE 2 STA. 2+77 *40 r f U Z .. J m cn Lo 0 m c cv 0 LD 3 cr w F— a 3 Ln Ln coLo / W.: 15 1" K COPPER SERVICE UNE f STA. 5+76 �... �..) 1" K COPPER SERVICE LINE STA. 4+80 18 11" K COPPER 17 [SERVICE LINE f STA. 3+82 1" K COPPER SERVICE LINE STA. 2+84 1 " K COPPER SERVICE UNE J1 STA. 1+88 f o Sr4. keH R x?0 £ 18 19 20 LEGEND SAYS: CAUTION LOCATION OF ALL EXISTING UNDERGROUND Uj o VALVE m Z a REDUCER FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND E� US OBSERVED. THE EXACT LOCATIONS 1-800-382-5544 CAU iiiu pm unum AOR PRIOR TO ANY ANO ALL CON5nWIION. It 11 1'-0"(MIN.)' , N (CONFORM TO LOCAL REQUIREMENTS) VALVE BOX .,_.................. ._., 5 8 I I 7 e 9 10 11 12 13 f tY W w W W tY W TY W D: W w W it W WZ �' w w WZ w w w w w d:3T` a=1N :3 00 a:3to) O.=1 d:30o d]r7 CL O.�M fU00 8 IJ N UUN Yid Yid Yid Yid _ Yui Ygv�i (A U) bi W F- W H W H H - V7 t/1 Vf m y fn N V1 U) N (A _.........w _ w ._ _ ..._. _ TEMPERARY PRE HYORMI3µULLmBE �DUBARRY DRIVE 1 DUBARRY COURT _ DUBARRY COURT 4 mw aZpao ap^ C� U N 1" K COPPER x 3 d SERVICE LINE i N STA. 5+70 3 1" K COPPER SERVICE LINE STA. 4+55 EASTVWX VJ TT CIRCLE 1' K COPPER SERVICE UNE 2 STA. 2+77 *40 r f U Z .. J m cn Lo 0 m c cv 0 LD 3 cr w F— a 3 Ln Ln coLo / W.: 15 1" K COPPER SERVICE UNE f STA. 5+76 �... �..) 1" K COPPER SERVICE LINE STA. 4+80 18 11" K COPPER 17 [SERVICE LINE f STA. 3+82 1" K COPPER SERVICE LINE STA. 2+84 1 " K COPPER SERVICE UNE J1 STA. 1+88 f o Sr4. keH R x?0 £ 18 19 20 III• W r,; 1 " CORP. 1= 0 COCK III (. 1 — 1* COPPER SERVICE IL YZ PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) Ii. -11-11=1. \-CONCRETE THRUST BLOCKING --' CONCRETE TO BE POURED BETWEEN PIPE & FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING (NO SCALE) ZlElm 5 C3 o i t � O 00 p m W <0) o U W O 00 O STATE OF �•� F U SCALE: 1 "= 60' LEGEND SAYS: CAUTION LOCATION OF ALL EXISTING UNDERGROUND Uj o VALVE m Z a REDUCER FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND E� US OBSERVED. THE EXACT LOCATIONS 1-800-382-5544 CAU iiiu pm unum AOR PRIOR TO ANY ANO ALL CON5nWIION. It 1'-0"(MIN.)' , N (CONFORM TO LOCAL REQUIREMENTS) VALVE BOX 4 1 CURB N t rs . VALVE BOX. INSTAL D 0'-6" 2'-O" aw DIA.X2-O*DEEP ' IN ACCORDANCE IN. WITH SPECIFICATIONS VALVE WATER MAIN TEE OR `\ NCHORING TEE `\ M CONCRETE CONCRETE BEARING PAD CONCRETE THRUST BLOCK `�. THRUST LOCK OR ANCHOR o.D. + 1' CAST -IN-PLACE AGAINST BLOCKING IF UNDISTURBED GROUND REQUIRED - -I —I ANGLE VALVE (PROTECTED -III iIII c I=1I I-1 WITH PLASTIC FIRE HYDRANT DETAIL -1 I I I i I: WRAP` LI - (NO SCALE) ;IIIIII: z _ . III• W r,; 1 " CORP. 1= 0 COCK III (. 1 — 1* COPPER SERVICE IL YZ PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) Ii. -11-11=1. \-CONCRETE THRUST BLOCKING --' CONCRETE TO BE POURED BETWEEN PIPE & FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING (NO SCALE) ZlElm 5 C3 o i t � O 00 p m W <0) o U W O 00 O STATE OF �•� F U SCALE: 1 "= 60' "HOLEY MOLEY" LEGEND SAYS: CAUTION LOCATION OF ALL EXISTING UNDERGROUND PROPOSED HYDRANT o VALVE m BLOW OFF ASSEMBLY a REDUCER "HOLEY MOLEY" SAYS: CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTI MS SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND OMENCE. (indudi% but nat knited to, marilmim inlets. valves, marls made u thebbyy others. AND ARE SPECULATIVEmIN NATURE. MAY ALSO BE OTNM DOSRWI UNDERGROUND UTUTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND E� US OBSERVED. THE EXACT LOCATIONS 1-800-382-5544 CAU iiiu pm unum AOR PRIOR TO ANY ANO ALL CON5nWIION. 1-800-428-5200 FM CAW oarM of MWO N < 4 0 U-) z Lj rn > Do U M Z Q Q LL J � I V I ir 00 W r LTJ I Z o 00 Z I W 0 U0 n Z L0 J p� W 0 Z O z Q cl r Z Z Z Q O �- U Z W O_� m 0 0y O ~ O Ld Q gym+ J W LLI U SHEET NO. 17 of 20 9*rm 'IIB NO -29648 U_ UJ UJ co CD0 m 0 L0 U W 0 a) 0 J 0 a cn i Cn cc CM N GENERAL NOTES: 1. All sanitary sewer construction on this project may be of P.V.C. sewer pipe (SDR 26 or SDR 35) conforming to A.S.T.M. Specification C -700-71T. At owners option Type P. S.M. polyvinylchloride sewer pipe and fittings Type 1. Grade conforming to A.S.T.M. Specifications D-3034 or Acrylonitrile -Butadiene -Styrene (ABS) sewer pipe conforming to A.S.T.M. D -2680-79A may be substituted. Joints In all pipe shall conform to A.S.T.M. Specification C-425-71. All subsequent A.S.T.M. revisions shall apply or as specified on plans. 2. All storm sewers shall be constructed with reinforced concrete pipe Class III or as noted and conform to A.S.T.M. C-76 or latest revision. All manholes shall be precast concrete construction in accordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover. 3. Joints in sewer pipe shall conform to A.S.T.M. Specification C-425 or latest revision. 4. Sewer pipe shall be bedded in accordance with detail shown. Sewer trenches shall be kept free of all water. Do not allow water or mud to enter the sewer. 5. All sanitary sewer lines upon completion will be required to pass a low pressure air test, unless otherwise directed by the City Engineer. Said test shall be conducted according to NCPI Standard Method, and shall be witnessed by the City Inspector. Infiltration under test shall not exceed 200 gallons per inch of inside diameter of sewer pipe per mile of sewer in 24 hours and inclusive of all appurtenances within the section being tested such as manholes, house connections, etc. 6. All pipe or drainage structures in trenches under paved surfaces and within 10 feet of the pavement shall be backfilled with granular material and compacted by approved methods. 7. No roof drains, footing drains and / or surface water drains may be connected to the sanitary sewer system, Including temporary connections during construction. 8. All lots are to be served by 6' sanitary sewer pipe of P.V.C. or alternate material approved by the City Engineer. These laterals are to be carried approximately to the property line, and the location of their termination indicated an the surface with a suitable marker. The wye is to be tilted up at 45 degrees from the horizontal and the end plugged tight with day or plastic disc, capable of withstanding a low pressure Air Test without leakage. The lateral locations should also be marked with red on the curb. Mandrel test is required on all main line sewers per Indiana State Board of Health. 9. Sewers crossing mains shall be laid to provide minimum distance of 18 inches between the outside of the water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Where a water main crosses under a sewer. adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed equal to water pipe and shall be pressure tested to assure watertightness prior to backfilling. 10. Water mains shall be of ductile iron Class 350 cement Ikwd pipe, unless otherwise noted in the plans. A. Water lines shall be of ductile iron pipe. Class 50 cement line water works grade. B. Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. C. Blow -off valves sholl be those manufactured by Mueller Corporation (HO10283 or H-10291), or equal. D. Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bay over the valve. E. 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping saddle. Water service lines should be marked on curbs with blue paint. (Sewer lateral locations - red). 11. All water mains to be pressure tested for leakage and sterilized in accordance with directions from Carmel Water Department. 12. No traffic will be allowed on prepared subgrode prior to paving. 13. All street construction within the lines of dedicated right-of-way shall be In accordance with the Specifications of City of Carmel. 14. Property line corners of street intersections are rounded by an arc having a 15' radius. Property lines drown hereon are carried to the P.I. of the aro. 15. A temporary seeding mixture in the areas where stripping of fats have been graded shall be seeded for silt and erosion protection. After grading all construction areas are to be seeded as follows: A. Swale seeding : Seed and fertilize within construction limits with 5#/acre *Redtop* gross, 20#/ocre 'Rye Grass', 20#/acre "Blue Gross'. 25#/acre *Tall Fescue grass. and 600#/acre 12-12-12 fertilizer. B. Cut/Fill Seeding Along Paved Areas: Seed and fertilize with 250/acro "Toll Fescue* gross, 20#/acre "Rye Grasso. 15#/acre 'Blue Grass and 600#/acro 12-12-12 fertilizer. 16. The location of houses (depicted by rectangles) show the pad elevation and/or outside grade. The finished floor elevation is 8 inches higher, more or less than the outside grade. 17. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shalt 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 and/or the engineers of any changes, errors, or omissions found an these plans or in the field before work is started or resumed. 18. All drainage pipe and ditch outfalls to receiving streams shall be constructed in accordance with drawings, subject however, to any modification required by the City of Carmel at the time installation is completed and to any adjustments needed for field conditions that could not be anticipated on the design drawings. 19. Contractor to record dimensions measured along sewer line from nearest manhole to each sanitary sewer lateral. 20. Contractor to record dimension of each water stub from nearest fire hydrant measured along the water main. 21. The above locations of laterals, along with any other construction changes are to be incorporated on the original construction drawings and record drawings submitted to the City Engineers Office as soon after completion of construction as possible. 22. Contractor shall verify subsurface conditions prior to bidding. 23. *The engineer and/or owner disclaim any role in the construction means and methods associated with the project as set forth In these plans." BOT MANHOLE FRAME do GRATE ON KENT SEAL OR EQUAL GRADE 4'-0" DIA. PRECAST REINFORCED MANHOLE SECTIONS MEETING A.S.T• STANDARD C-478. KENT SEAL OR EQUAL TEEN RISER RINGS (TYP.) IUST TO GRADE w/ FILLER RINGS REQUIRED (4' MIN./12w MAX.) RECAST REINFORCED CONCRETE ANHOLE CONE MEETING A.S.T.M. STANDARD C-478, ANHOLE SECTION JOINTS SHALL CONFIRM 0 A.S.T.M. C-443 w/ 0 -RINGS GASKET \AETWEEN SECTION, PLUS 1/2' EXTRUDABLE ASKET (KENT SEAL OR EQUAL) PIPE TO MANHOLE GASKET MEETING A.S.T.M. STND. C-443 SHALL BE CAST INTO MANHOLE SECTION AT THE TIME OF MANUFACTORING, GASKET SHALL BE DESIGNED TO WITHSTAND UP TO 30* OF WATER PRESSURE. 4. ' + • ' •/� LEVELING MATERIAL (#2 STONE) W/PRECAST BASE 6" MIN. W OUT TOP HALF OF PIPE AFTER SING CONCRETE BENCH WALL P OF BENCHWALL SHALL BE AT MIN., .V. EQUAL TO TE CROWN OF THE PIPE. ICRETE BENCH WALL (CLASS B) BASE SHALL BE POURED IN PLACE OR PRECAST BOTH SHALL HAVE #4 BARS AT 12" O.C. EACH WAY PRECAST REINFORCED CONCRETE MANHOLE FOR SANITARY SEWER NOT -TO -SCALE 2500 psi CONCRETE i CUT AWAY •TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES IS 18" OR LESS, OR WERE NOTED ON THE DRAWINGS. CONCRETE CRADLE NOT -TO -SCALE TAMPED IN PLACE SAND BACKFILL Q 6'(MINj SHALL BE INCREASED TO 12 IF REMAINING BACKFILL MATERIAL CONTAINS LARGER PARTICLES 12" MIN. COVER REQUIRED IF SDR 35 PIPE IS USED :L 11 MATERIAL (ASTM D-3221-74 IEC. 6.1.2) COMP TO 85X STD. IROCTOR DENSITY, OR CL III MATERIAL ASTM D-2321-74 SEC. 6.1.3) COMP. '0 9OX STD PROCTOR DENSITY. CL I MATERIAL (ASTM D-2321- 74, SEC. 6.1.1) #4 STONE COMP. 6(MIN) IN ACCORDANCE WITH ASTM D- 5.4 -(MIN) 2321-74 SEC. 9.1.1 WORK SUFFICIENT MATERIAL UNDER SPRING UNE TO PROVIDE ADEQUATE SIDE SUPPORT. TYPICAL BEDDING SECTION FOR PVC SEWER PIPE PER ASTM D-2321-74 (NO SCALE) FILE: SAPVCBED.DWG 26w I 28-1/2' SANITARY MANHOLE R-1642 NOT -TO -SCALE NOTE: ALL BEDDING & INTAIL BACKFILL SHALL BE INSTALLED IN 6" TO 12* BALANCED LIFTS SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE A MAGNETIC TAPE LOCATOR SHALL BE PLACED 6o OVER ALL MAINS & LATERALS JNDISTURBED =ARTH STOEP Ike. O No. s STATE OF E� APPROVED SURFACE MARKER SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE 1 f MIN. SLOPE EQUIRED 6' SLOPE MAIN SEWER NOT -TO -SCALE 111111 111111�� m as IM mW W V W o� 00 rn 0 O W L% F X U 0 In Z W CF) 00 � r � M Z Q a U_ J � i (n I 00 W r- W I Z 0 0 CO W o u7 Z � J V) 0�0 Z v Z Q W Z O Z Z Z O U W V! D O O Z O V J W 2 Of< U SHEET N0. 18 OF 20 s*xn '10B "0-29648 Li W W CIO rn Cn0 eri LL7 U CD0 . I— LO 3C a J 0 m Q m CV Cn COMPLETELY SEAL CASTING BEARING SURFACE WITH 311 MIXTURE OF SAND AND PORTLAND CEMENT. MATCH CASTING OPENING e• I I 8• I f D ALL STRUCTURES GREATER 4'-0" 24 it 4" THAN THREE FEET IN DEPTH USE KENT SEAL OR EQUAL 1 4'-0" MUST BE ACCESSIBLE AND BETWEEN RISER RINGS (TYP.) 36" Z 42" Iz FROM TOP OF CASTING TO BE ADJUST TO GRADE W/ FILLER 54" THEN 24" MAX., THEN 16" m PROPOSED GRADE i• o Q r� � ao a0 °ice , o o O a 0 a 0 8' PRECAST CONCRETE 0 o '' o 'a 0 REDUCING T ra .�► t 1e SSD MAIN o ' o 'o + MIN. SLOPE 0.30% MIN. 4' SSD s. . •'' 1/2' MORTAR . 12• MIN. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS ,• . L H HAMILTON COUNTY SURVEYORS OFFICE •; '� ~ : STANDARD PLAN ' r •i1' DAX '.4 SLOPE 2' TO • CENTER ': •, :.. /� j ; • ; 1 / 8' 8• TOP VIEW MATCH CASTING OPENING SIDE VIEW R -3501—N NEENAH CURB INLET FRAME. GRATE do CURB BOX DETAIL NOT—TO—SCALE 3 3 ♦ ♦ ♦ —,1 1r— ♦ ♦ ; ♦ • ♦ ♦ 8M W SILANIIIIETS TO BE ♦ ♦ ♦ ♦ TiIRNED MM AM BURED ♦ ♦ MIN. 4" TOPSOIL wma CHANNEL m BE UNED WN AN TYPICAL SWALE DETAIL NO SCALE SAND OR OTHER NON— COMLE FINE -� LOW VDD MATERIAL MRS" MDTH 1.25 (O.D.)-12' RIGID PIPE BEDDING DETAIL (CONCRETE PIPE) NOT—TO—SCALE �. �Too / .MIN MitP4iM Mi!!4�rM11 i*!■!1 Cit'! � •, � • • •• • A • , A BACKFILL MTN CLEAN GRANULAR MATERIAL PER REQU•tEMENT OF MDIANA DEPARTMENT OF HO MIAYS (MECHANICAL COMPACTION TO SIM PROCTOR DENSITY). 6' 24' 6• 18- 3' TOP SOIL, I R IIIA -VIII• r1� , pSLOPE 1—/4• PER F007 BACKFILL — 112'+ prQp p p p 0pO O o0 o O o° O - c SUBGRADE AGGREGATE o '0 , °O • p °O • o a0 • p a0 • o '0 DEPTH VARIES ° O p O. p° O•, '0-, 'O•o00- NOTES: 0•NOTES: EAponsion joints are required at Storm Inlets. .%troction pints should be installed of 10' spacings. Spocing shall be 5' on curve radii. Contraction pints shall be tooled or sawn in continuously poured curbs to a depth of 1/2• min. TYPICAL COMBINED CURB & GUTTER WITH REVERSED SLOPE GUTTER NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: RECOMENDEDSTANDARD PLAN NAMl TON COMITY EN ER DAR 1��1 APPROVED y- S- 91v NA"L IDN iY DIRECTOR DATE C.I. MANHOLE FRAME & COVER SET ON KENT SEAL OR EQUAL /— FINISH GRADE DEPTH AS SHOWN ON 6" MIN. 24" 6" 18" 1" LIP 3" TOP SOILL �� , I'R SUITABLE BACKFILL ----��_ COMPACTED IN 4" LIFTSIILII\— IIIA I_ o 0 E I_I I_I i l—I '- -1� 0 0 a o o O o 0 0 o 0 o O o 0 o 0 0 0 a C) 0 0 0 0 0 0 o 0 00 0 0 0 0 0 0 6" 0�00�00�00•0 •0000.00.00 0 0 0 0 0�00�00�00�0 00 0 0 , �00.00�00.00 10 O O 0 n NOTES: Expansion pints ore required at Storm Inlets. Contraction pints should be installed of 10' spacings. Spacing shall be 5' on curve radii. Contraction pints shall be tooled or sawn in continuously poured curbs to o depth of 1/2' min. COMBINED CONCRETE CURB & GUTTER (TYPE II) NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: RECOMENDED: .� ��+.�.•— /-f 13 STANDARD PLAN NAwL ION COUNIV ENCKER DATE APPROVED: HAMILTON COXTY DIRECTOR DATE RINGS AS REQUIRED (MAX. 12") I ON—CENTER. PRECAST REINFORCED CONC. MANHOLE CONE MEETING ASTM STANDARD C-478 \ MANHOLE SECTION JOINTS SHALL HAVE "0" RING GASKETS CAST ALUM. OR FIBERGLASS MANHOLE STEPS SET AT 16" O.C. STAGGERED. D C .. , _ .4 •moi C D ALL STRUCTURES GREATER 4'-0" 24 it 4" THAN THREE FEET IN DEPTH USE KENT SEAL OR EQUAL 1 4'-0" MUST BE ACCESSIBLE AND BETWEEN RISER RINGS (TYP.) 36" HAVE STEPS. THE FIRST STEP 42" 5'-4" FROM TOP OF CASTING TO BE ADJUST TO GRADE W/ FILLER 54" THEN 24" MAX., THEN 16" RINGS AS REQUIRED (MAX. 12") I ON—CENTER. PRECAST REINFORCED CONC. MANHOLE CONE MEETING ASTM STANDARD C-478 \ MANHOLE SECTION JOINTS SHALL HAVE "0" RING GASKETS CAST ALUM. OR FIBERGLASS MANHOLE STEPS SET AT 16" O.C. STAGGERED. D C .. , _ .4 •moi C D 21" 4'-0" 24 it 4" 41-011 —0" 2711 1 4'-0" 30" 4' — 4" 36" 5'-0" 42" 5'-4" 48" W-0 54" z -ALL UFT HOLES ARE TO BE GROUTED SHUT. CONCRETE BENCH WALL (SSS "B") BASE SHALL BE PRECAST NTH #4 BARS AT 12" O.C. EACH WAY Tip+• 8" L GRANULAR LEVELING MATERIAL REQUIRED FOR PRECAST BASE PRECAST REINFORCED CONC. MANHOLE FOR STORM SEWER NOT -TO -SCALE PLAN W a 0 O Z W 1 EDGE REINFORCED - - - NOTES: EPO SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM 1 TO ALL APPLICABLE REQUIREMENTS AS SET OUT IN THE INDOT STANDARD SPECIFICATIONS. IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM TTPLATE • 2 HJ ALLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO TOE 1 NEM PARTS SWILL BE ALUMINUM ALLOY AS SET OUT IN THE 4;1 (� W+A STANDARD SPECIFICATIONS. END MULTIPLE PMiEL BODIES SWILL HAVE LAP SEAMS WHICH SHALL BE TIGHTLY JOINED WITH 3/8" DIA• GALVANIZED RIVETS OR BOLTS. THE TOE PLATE ANCHOR SMALL BE CONSTRUCTED OR 10 GAGE GALVANIZED STEEL AND BE REQUIRED ON ALL STEEL PIPE END JLL SL 2 1/2 SKIRT UP. AND SUPPLIED LOOSE. COMPLETE WED ITH 1 3/8�DIA. IN 1 1 GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION" I WHERE VITRIf1ED CLAY CULVERT OR CAST IRON CULVERT 2" = PIPE IS USED A "PIPE END SECTION• COMPARABLE TO COMPUTED LENGTH AND END SE + THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE PAY LENGTH OF CULVERT LENGTH L JQ FURNISHED AND SMALL BE AS APPROVED BY THE ENGINEER Yt END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT SIDE 1"R PRD "PIPE END SECTION" COMPLETE IN PLACE CCEPTED PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PIPE SPECIFICATIONS FOR HOOK BOLT AND NUT 21/4' 5" HOOK BOLT MATERIAL SHALL MEET THE CURRENT A.S.T.M. A-307. THREADS SHALL BE AMERICAN STANDARD COARSE THREAD SERIES, CLASS 11 FREE FIT, BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M. SPECIFICATION A-157. CUT— 21/r THE THREADED PORTION SHALL NOT PREVENT TURNMIG THE NUT BY HAND. WASH NUT AND WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED TO MEET 1` A.S.T.M. SPECIFICATION A-153. NUT THREADS SHALL BE AMERICAN STANDARD R••o/>Is+�s/�a• COARSE THREAD SERIES (1 /64 MAXIMUM OVERSIZE). CLEANED AFTER GALVANIZ— ING TO PROVIDE A FREE RUNNING FIT ON THE CLASS N BOLT. NUTS SWILL BE �1°• 1 1/4" ACROSS FLAT'S. 13/16" THICK. CURVE CROWNED TO APPROX. 1" RADIUS. 3/4. 0 BAR METAL END SECTION (NO SCALE) NOTE: it1LIlL^^-1f�by7IIl-i Wig �Im' t I�I��twi•1 �ILI-71w-462[L'Llf i.I.�� IFZT!IT"mK" W7EMUJOWN UU4 CONNCETION TO HOUSE. iL MI"K.]"-.$ AFIRE &-0I REINFORCED - - - NOTES: EPO SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM 1 TO ALL APPLICABLE REQUIREMENTS AS SET OUT IN THE INDOT STANDARD SPECIFICATIONS. IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM TTPLATE • 2 HJ ALLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO TOE 1 NEM PARTS SWILL BE ALUMINUM ALLOY AS SET OUT IN THE 4;1 (� W+A STANDARD SPECIFICATIONS. END MULTIPLE PMiEL BODIES SWILL HAVE LAP SEAMS WHICH SHALL BE TIGHTLY JOINED WITH 3/8" DIA• GALVANIZED RIVETS OR BOLTS. THE TOE PLATE ANCHOR SMALL BE CONSTRUCTED OR 10 GAGE GALVANIZED STEEL AND BE REQUIRED ON ALL STEEL PIPE END JLL SL 2 1/2 SKIRT UP. AND SUPPLIED LOOSE. COMPLETE WED ITH 1 3/8�DIA. IN 1 1 GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION" I WHERE VITRIf1ED CLAY CULVERT OR CAST IRON CULVERT 2" = PIPE IS USED A "PIPE END SECTION• COMPARABLE TO COMPUTED LENGTH AND END SE + THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE PAY LENGTH OF CULVERT LENGTH L JQ FURNISHED AND SMALL BE AS APPROVED BY THE ENGINEER Yt END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT SIDE 1"R PRD "PIPE END SECTION" COMPLETE IN PLACE CCEPTED PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PIPE SPECIFICATIONS FOR HOOK BOLT AND NUT 21/4' 5" HOOK BOLT MATERIAL SHALL MEET THE CURRENT A.S.T.M. A-307. THREADS SHALL BE AMERICAN STANDARD COARSE THREAD SERIES, CLASS 11 FREE FIT, BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M. SPECIFICATION A-157. CUT— 21/r THE THREADED PORTION SHALL NOT PREVENT TURNMIG THE NUT BY HAND. WASH NUT AND WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED TO MEET 1` A.S.T.M. SPECIFICATION A-153. NUT THREADS SHALL BE AMERICAN STANDARD R••o/>Is+�s/�a• COARSE THREAD SERIES (1 /64 MAXIMUM OVERSIZE). CLEANED AFTER GALVANIZ— ING TO PROVIDE A FREE RUNNING FIT ON THE CLASS N BOLT. NUTS SWILL BE �1°• 1 1/4" ACROSS FLAT'S. 13/16" THICK. CURVE CROWNED TO APPROX. 1" RADIUS. 3/4. 0 BAR METAL END SECTION (NO SCALE) NOTE: STEEL FENCE POST TEMPORARY EXTENSION ABOVE CAP k TAPE GROUND TO BE REMOVED UPON CONNCETION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. 18• z m PROPOSED GRADE i• o Q r� � ao a0 °ice , o o O a 0 a 0 0 o '' o 'a 0 REDUCING T o 0° 6' (MIN.) 0 REWIRED SSD MAIN o ' o 'o + MIN. SLOPE 0.30% MIN. 4' SSD MIN. MIN. 12• MIN. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS NO SCALE HAMILTON COUNTY SURVEYORS OFFICE REVISED: STANDARD PLAN APPROVED: NAKTON COUNTY SIRAEY011 DAX FIBER BLANKET OVER (POLYFELT TOP & SIDES) 12" MIN. R.C.P. STORM SEWER Joy 0 o U 0�0 C Oa O 0 o ^000 NOTEI 211 SLOPE SHALL ONLY BE USED WITHIN THE SODDED AREAS AS SHOWN. TRANSITION TO TYPICAL 511 SLOPE WITHIN NEXT FIVE (5) FEET, CONTRACTOR SHALL EXCAVATE AREAS WHERE RIP -RAP HAS BEEN SPECIFIED SO THAT THE OUTER SURFACE OF THE RIP -RAP EQUALS FINISH GRADE & DOES NOT IMPEDE THE PROPOSED STORM WATER FLOW. %a "o 00 00 0 00 0 o 000 0 00.0 A 00100 00 SECTION "X"- "X" NOT -TO -SCALE 12" MIN. a0Vo x. Z o � � NOTCH RIP -RAP INTO LSLOPE AS SHOWN FIBER BLANKET OVER (POLYFELT TDP & SIDES) No 23- 1 1/4 20" N C La N I Ili —_ 5 1/4" DITCH GRATE CASTING SETTING DETAIL NEENAH R-4342 STOOL TYPE DITCH GRATE NOT—TO—SCALE I 2111 } m Fn 5 X 0 00 0] LLL.J U Z O r ,`\\\\\\►111111111,,,, No. 00 19358 0) N',STATE OF Q` W U 0 L z W rn > 00 I- r M 0 X Z Q Li J r I V) of I LL OD W r LLJ I Z O O OO W i o Z L0 DD Z r 0 U z z Q r Z Z Z J _0 Q ~ I•- U W W 0 V) Z V) 0 0 0 O U � Z O V! Z = O U U - MJ ��iiLi1 U SHEET NO. 19 of 20 s *rm 'ADB N0.29648 J_ LU w m rn rn m i*i U au 0 CL) CD 3 D J 0 m IT L0 m cu .11 zx 2' ROLL CURB MAX RAMP SLOPE 1'/FT. A CLAS j Ae RAMP PLAN VIEW PAVEMENT SIDEWALK 2' RC ACE EXPANSION JOINT BACK OF CURB UNE AT SIDEWALK UNE VAR. VAR. OF RAMP 4' SID 4! MIN SECTION A -A PTIM WrNTRt TIC 4T Ig SECTION 8-8 SECTION C—C TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED NOTE' WHERE STORM DRAINS CONFLICT VATH RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAW. 4.5" 1,_0„ 41 _0 9* 5,_0» 2'-0" SIDEWALK 4' THICK MMERIIILGRANULAR .164 a ' • LLTEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE VAIN SECTION 621 .IRESPECIFICATIONS W"T"IN THE SETRKT Y .... 50' R /W 30'-0" 13'-0" 13'-0" 2'-0« SLOPE; 1/4• / FT• SLOPE 1 4" / FT. ; A / ' .. BASE TO UNDER CURB COMPACTED • SUBGRADE . 0 TYPICAL STREET CROSS—SECTION NOT -TO -SCALE an, Q /w 5'-0" SIDEWALK 4' a on 1 /4' FT. r • • r . rb • • • MIN. �TWSDIL, 'UTA NATERIALLM 4'-0" O ao pl �-STOEPp olk M m W W <O1 i Z uj 19358 STATE OF X401 GO rn 0 c W a• F cr w U 0 Q 4 c a M Go TOPSOIL LOW POINT ' d " 0 1• A If . 3 053 COMPACTED BACKFI 2.5 O000e 2.5"COMPACTED 0 O #53 STONE 24" RESIDENTIAL STREETS ONLY COMPACTED SUBGRADE CONCRETE ROLL CURB &GUTTER �� mm cum � cm (TYPE 1) 2'-� 1a ��r-d NOT TO -SCAB � J�t3�'% r� wowRALE 19.M.C. 99"lQR-, » REFL TWE 5710HicLomi �x4• MIOOD P05T BACK OF CURBAV ./ 5'-0' MIN. 4'-d MIN 1'-0' R/W S, % ' wLcmaIIEEIMw ::, : ' ;.,' - SOIL TOP :.r MMKr MIN. e * BACKFML I PREPARED SUBORADE PROPERTY LINE TYPICAL SIDEWALK SECTION NOT -TO -SCALE r TO 7W FI ElEvAlft COMPACTED IN LAYERS NOT M DOM �DEPI SUBGRADE UNDER ALL CURB , SIDEWALK. AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECRICATIONS• CONCRETE SIDEWALK NOT -TO -SCALE u 4*W WOW rve WOOD @RACES (2 PER POST) HEIR Pan wow POST rr 0 1HRU B�1s r LAROE PAIN — rye" wow /r sIEEL PLAILS 001131114L 01010 p ALL WOOD POST AVD SUPPORT lEIIIIERII ® FAM 70 SECTION MGD OF VIE INDIANA mAll m PAMi1rrD WITH I= (2) COATS STATE HWIVAY COM MIR@ STANDARD OF wom PAINT. SPECIFICATIONS AM LATEST ADDITION OF Q LACKIIOI OF BA MADE AS PER RAPS INDIANA MANUAL OF UNIFORM TRAFFIC • REPI.ETIWW 94HEING 10 E IN ACCOIDANCE OONIROL DENCEi ® WAIN L LKQ STANDARD SPLDMAINON 912.10. Q wgENSTIIErea PR BEO®LE�IHANN 7OF IM Q »SEE Lsxc sTANDAIo DEIOI/R SOTS SETT 3 YEARS USE Ili S)N BAGS oN POSTS b) GRFAIER THAN TWO (2) YEARS USE INE GROUND POSTS. STANDARD BARRICADE DETAIL OR SM� TO MAltN 9 PA%00 TYPICAL STREET CROSS—SECTION NOICALE LUM OF FULL WIN IGRAMULAR BACInL OR SIDEWALK xASAS D TO MATCN EXMIM p' .t SHOULDER SEMIGN CLM loci" ALL CUTS MACE IN OR UNDER ANY ROAD SURFACE IIALL K BAOgMliD VM GRANULAR MATERIAL WNII E A OUT EM*R 1RANSVERIIES OR PARAUELS THE ROAD SURFACE. WAN" OAI 94ALL E PLACED 0 THAT PORTION OF TIE CUT. THE EN1ME WAVA MD AREA MITM INE MW -,OF WAY. MAMMAL PLACEIIIENT AM36 GWDI'M To GENERAL 011100I la 4 6 9E011011 C r TOP80M., SEED OR SOD AS REGIMED >0 w►,a1 DOSIINO E>aS1MIG GRACE �I11 �� 1SQUIPMENT STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT -TR? -SCALE 1" H.A.C. SURFACE #11 OR /12 3' H.A.C. BINDER fe ¢'� :! . J' ,r:. , r,• S' COMPACTED STONE BASE /53 =� r _t�. `°• ' :.mow j' 4' COMPACTED STONE SUB -BASE #2 COMPACTED SUBGRADE AWA PAVEMENT COMPOSITIONS NOT -TD -SCALE ««. 100' TOP OF CURB PAVEMDlT BOTTOM OF CURB TRANSWM EVAV>i0N JOINTS TRANSVERSE CONTRACTION JOIN75 WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2* ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. CURB JOINT DETAIL V) O z � I — w C) COCO J 0 � M X Z Q J V) 0 t` - 0 I rn U c0 � Wr I DO W I Z_ col ('00 W VI 0 V) M Z I.L J � J W in Z 0 U 0) OD v V) z SHEET NO. 20 of 20 SHEE' 'IDB N0' 29648 z Q 0 Z V! Z J 0 � U Z V) 0 0 - 0 �'- 0 U � i- Z V 0 Z O = U U —N I.L M LTJ J W Q SHEET NO. 20 of 20 SHEE' 'IDB N0' 29648 THIS INSTRUMENT PREPARED BY DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 AWSONVILLE ROAD INDIANAPOLIS, INDIANA 46038 PHONE (317) 849-5935 It DEVELOPED BY: RAY H. ROEHLING 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 846-8881 SUBMISSION DATE: 10/19/98 SOURCE OF TITLE: WARRANTY DEED INSTRUMENT: S00'15'27"W 117.50' 100.00' )S PE BUFFER EASEMENT JA TS FOR RESTRICTIONS) tO o 13 V, TOW 13,786. sq. ft. ; i Z 21.091. s ft. q M o' "' �n 0) 0) an 00 o DO iiaD Z 25' B.L.I 0 VAR.B.L.— N 20' D.U.&S.S.E. DUBARRY ` o VAR. D.U.&S.S.E. COURT 'n 10 S.W.E. & N.A.E. 125.42 N00'15'27"E I., -BRIGHTON WOODS 1809.63' 50' PERMANENT EASEMENT 1365.14' IN FAVOR OF CITY OF CARMEL INST. #8924064 SECTION 1 SECONDARY PLAT 736.07' 33.5' DEDICATED R/W BK. 43, PG. 374 �\ b LC) 00 C. A. #3 123,580. sq.ft. SOUTH LINE S.W. 1/4 VAR. D.U.&N.A.E. Z SEC. 34—T18N—R4E (V \ W 00 W S.W. COR. S.W. 1/4 P.O.B. SEC. 34—T18N—R4E N 657.75' N00'15'27"E (ASSUMED BEARING) 394.75' 50' PERMANENT EASEMENT ,� IN FAVOR OF CITY OFEAST LINE S.E. 1/4 S.E. COR. S.E. 1/4 CARMEL INST. #8924064 SEC. 33—T18N—R4E SEC. 33—T18N—R4E �DEDICATED R/W — — BK. 46, PG. 472 t CID GRAPHIC SCALE e0 0 3o eo 120 240 9.1 Commission's Certificate: Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common Council of the City of Carmel, Indiana. This plat was given approval by the City of Carmel, as follows: Adopted by the Carmel City Plan Commission at a meeting held STEPHEN C. ENGELKING ( IN FEET ) 1 inch — 60 ft. LEGEND 25 LOT NUMBER ® LOT ADDRESS D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D.U.&S.E. DRAINAGE UTILITY & SEWER EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT S.L.E. SIGN LANDSCAPE EASEMENT B.L. BUILDING LINE N.R. NON RADIAL N.A.E. NON—ACCESS EASEMENT S.W.E. SIDEWALK EASEMENT MONUMENTS • DENOTES A 'COPPERWELD" 5/8" DIA.STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH SHE FINISH STREET SURFACE. SHEET 1 OF 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA C-1 300.00' 130.90'86.51' 129.87' S77'09'43"E 25'00'02" C-2 20.00' 31.44' 20.03' 28.30' N45'17'52"E 90'04'49" C-3 20.00' 31.39' 19.97' 28.26' S44'42'08"E 89'55'11" C-4 20.00' 31.44' 0.03' 28.30' N45'17'52"E 90'04'49" C-5 20.00' 31.39' 19.97' 28.26' N44'42'08"W 89'55'11" 33.5' DEDICATED R/W BK. 43, PG. 374 �\ b LC) 00 C. A. #3 123,580. sq.ft. SOUTH LINE S.W. 1/4 VAR. D.U.&N.A.E. Z SEC. 34—T18N—R4E (V \ W 00 W S.W. COR. S.W. 1/4 P.O.B. SEC. 34—T18N—R4E N 657.75' N00'15'27"E (ASSUMED BEARING) 394.75' 50' PERMANENT EASEMENT ,� IN FAVOR OF CITY OFEAST LINE S.E. 1/4 S.E. COR. S.E. 1/4 CARMEL INST. #8924064 SEC. 33—T18N—R4E SEC. 33—T18N—R4E �DEDICATED R/W — — BK. 46, PG. 472 t CID GRAPHIC SCALE e0 0 3o eo 120 240 9.1 Commission's Certificate: Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common Council of the City of Carmel, Indiana. This plat was given approval by the City of Carmel, as follows: Adopted by the Carmel City Plan Commission at a meeting held STEPHEN C. ENGELKING ( IN FEET ) 1 inch — 60 ft. LEGEND 25 LOT NUMBER ® LOT ADDRESS D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D.U.&S.E. DRAINAGE UTILITY & SEWER EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT S.L.E. SIGN LANDSCAPE EASEMENT B.L. BUILDING LINE N.R. NON RADIAL N.A.E. NON—ACCESS EASEMENT S.W.E. SIDEWALK EASEMENT MONUMENTS • DENOTES A 'COPPERWELD" 5/8" DIA.STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH SHE FINISH STREET SURFACE. SHEET 1 OF 3 THIS INSTRUMENT PREPARED BY DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. sp. 100 100.00 9940 ALLISONVILLE ROAD INDIANAPOLIS, INDIANA 46038 PHONE 849-5935 locy� 5 / I (317) O BE`p / 13,149. sq. . ft DEVELOPED BY. 00 �p`rF� --� -d L4 RAY H. ROEHLINGM 13,149. sq. ft. aj 11722 BRADFORD PLACE ao / Z„ o i CARMEL, INDIANA 46033 25' B.L. PHONE: (317) 846-8881 U') "_ 1 1060, 20' D.U.&S.S.E. — SUBMISSION DATE: 10/19/98 100.00' SOURCE OF TITLE: 00 DUBARRY DRIVE WARRANTY DEED INSTRUMENT: N00'15'27"E 104.19 N00'15'27"E 15.00' co 04 M c� W 0 N C� M W 00 V) 19 49 50 \ N2s2 \ 0' F 600.00' )ODS 1 AT GRAPHIC SCALE 30 e0 120 ( IN FEET ) 1 inch = 80 ft. LEGEND 25 LOT NUMBER ® LOT ADDRESS D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D.U.&S.E. DRAINAGE UTILITY & SEWER EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT S.L.E. SIGN LANDSCAPE EASEMENT B.L. BUILDING LINE N.R. NON RADIAL N.A.E. NON—ACCESS EASEMENT S.W.E. SIDEWALK EASEMENT MONUMENTS • DENOTES A "COPPERWELD" 5/8" DIA.STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. 9.1 Commission's Certificate: Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common Council of the City of Carmel, Indiana. This plat was given approval by the City of Carmel, as follows: Adopted by the Carmel City Plan Commission at a meeting held N00'15'27"E 31.37' STEPHEN C. ENGELKING SHEET 2 OF 3 THIS INSTRUMENT PREPARED BY DENNIS D. OLMSTEAD STOEPPELWERTH do ASSOCIATES, INC. 9940 ALLISONVILLE ROAD INDIANAPOLIS, INDIANA 46038 PHONE (317) 849-5935 DEVELOPED BY.- RAY Y: RAY H. ROEHLING 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 846-8881 SUBMISSION DATE: 10/19/98 Before me, the undersigned, a Notary Public in and for said County and State, personally appeared Raymond H. Roehling, President and acknowledged the executive of this instrument as his voluntary act and deed and affixed his signature thereto. SOURCE OF TiTLE: Witness my signature and seal this day of 1999, WARRANTY DEED INSTRUMENT: BRIGHTON WOODS, SECTION 1 I, the undersigned Registered Land Surveyor hereby certify that the included plot represents a part of the Southeast Quarter of Section 33 and part of the Southwest Quarter of Section 34 all in Township 18 North, Range 4 East in Clay Township, Hamilton County, Indiana, being more particularly described as follows: Commencing at the Southeast comer of said Southeast Quarter of Section 33; thence North 00 degrees 15 minutes 27 seconds East (assumed bearing) along the East line of said Southeast Quarter Section 394.75 feet to the POINT OF BEGINNING of this description; thence continuing North 00 degrees 15 minutes 27 seconds East along said East line 1365.14 feet; thence North 89 degrees 39 minutes 43 seconds West parallel with the North line of said Southeast Quarter 740.00 feet; thence North 00 degrees 15 minutes 27 seconds East parallel with the aforesaid East line 31.37 feet to a point on the Southeast right—of—way of Hazel Dell Parkway as per Indiana Department of Transportation for Project No. 97-02; thence North 25 degrees 20 minutes 18 seconds East along sold Southeast right—of—way line 418.53 feet to a point on the aforesaid North line; thence South 64 degrees 39 minutes 42 seconds East 131.75 feet; thence South 89 degrees 39 minutes 43 seconds East along said North line 163.26 feet; thence South 00 degrees 15 minutes 27 seconds West parallel with the aforesaid East line 15.00 feet; thence South 89 degrees 39 minutes 43 seconds East parallel with the aforesaid North line 280.00 feet; thence North 00 degrees 15 minutes 27 seconds East parallel with the West line of the aforesaid Southwest Quarter Section 104.19 feet; thence South 89 degrees 41 minutes 45 seconds East 181.50 feet; thence South 00 degrees 15 minutes 27 seconds West parallel with the sold West line 1809.63 feet; thence North 89 degrees 36 minutes 12 seconds West 181.50 feet to the place of beginning, containing 13.004 acres, more or less. Subject to all legal highways, rights—of—way, easements and restrictions of record. This subdivision consists of 20 lots numbered 1-20 (both inclusive). The size of lots and widths of streets are shown in feet and decimal parts thereof. Witness my signature this day of 1999.,`,,,`,��►��.,,,��',,' No. Dennis D. Olmstead _ 900012 Registered Land Surveyor - STATE OF No. 900012 METES/2964851 This subdivision shall be known and designated as Brighton Woods, Section 1 a subdivision in Carmel, Indiana located in Hamilton County. All streets shown and not heretofore dedicated, are hereby dedicated to the public. In Testimony whereof, witness the signature of Owner and Declarant this day of , 1999. Owner/Developer: Raymond H. Roehling, President County of Residence My commission expires: Notary Public Print Name SEAL 9.1 Commission's Certificate: Under Authority provided by Chapter 174. Acts of 1947, enacted by tha General Assembly of the State of Indiana, and all acts amendatory thereto, and an ordinance cdopted by the Common Council of the City of Carmel, Indiana. This plat was given approval by the City of Carmel, as follows: r Adopted by the Carmel City Plan Commission at a meeting held STEPHEN C. ENGELKING 9.2 Registered Land Surveyor's Certificate: I, Dennis D. Olmstead, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana. That all the monuments shown thereon actually exist and that the location, size, type and material are accurately shown: And that all requirements specified in the subdivision ordinance of the City of Carmel have been met. Dennis D. Olmstead Registered Land Surveyor °°�`"1060,00 No. 900012 s ; No. - 900012 i STATE OF �1YpWlf► This Plat was approved by the Board of Public Works and Safety of the City of Carmel, Indiana, at a meeting held on the day of 1999. James Brainard, Mayor Mary Ann Burke, Member Billy Walker, Member Diana L. Cordray, Clerk Treasurer SHEET 3 OF 3 q 8 ¢ MmC2 C i I I CrA ��- a Br - OcF. n _ C IA W St fir+. MoC3 F t v i PRIVATE V c�.. ✓ .. 181P MmD2= ti' rq— o tr = 755 u 1 ii � � � 0�' mp1. •F 'ti MmB2 ��- F�ti IT�O ' , `7 •,. BEET 1, St 1.5f3 --- 1 tl, MM32— � � 1 • o o - . � 5 � MoF �_ We MmP Mm82 5� +cp ynnwood Fi , We (P due / gg; ur Un 33µgat er _==- ma=r;')33 - Oct We 1 50 / r% �' �,• / ` water pc. Northwood q we )) o Hills ' —740 FnA 4 7.' }' / i \ ,5 .q�}4- `it�i. � I/ . o / i SL Pt .�•..'• �.s, OCA 1 . j jll l - A VA �r y h, a o� ,' / We ............ �� o r '• ,.II ( e /-- /,.. •\ m Northwood Hills E f B 5 R'tate,C aN rtl1�FCl� i •.' i-`�� 3_FnA OcA 7a0 (n St water N Sx •\� v - 735 ( 1 s u OcA J Trail nd �J� ,•� � � we� yeti osxi or.`•ocq c FnA We i pcP: y y fFIR • I N OCA FnBp { 2 �• ch 0 ch F"A Trails En 0 Wei Ge CV 1ce 2 I Sh + - o O o �- FnB2 J / /l ® / FxC3 We Ge FnA 6 • OcA iy'j FnA 0... k Deve ed o U ' Fn62 / Well _._ � - I l 1 �; �= m Watero�Kell, ��y ,Tank o �; ,` !' 4 e St 1 �� ._ ,_ ��__ .• •a•� ,111 0 • ____. - _. •� �� ' Cy ` / Rc mondH.Roehling LOCATION MAP SOILS MAP 11722 Bradford POcA OCKLEY Pt PITS St SLEETH Ccrme, lnd*icnc We WESTLAND OPERATOR ON N.0.1. LETTER RAYMOND H. ROEHLING 11722 BRADFORD PLACE CARMEL, INDIANA 46033 317 8 6 8881 • CONTACT a oe inINDEX PE,,RSON.* SHIT. DESCRIPTION 1 COVER SHEET 2 TOPOGRAPHICAL SURVEY 3 SITE DEVELOPMENT PLAN 4 TREE REMOVAL PLAN 5 EROSION CONTROL PLAN DESIGN DATA 6 EROSION CONTROL SPECIFICATIONS — 7 EARTHWORK EXCAVATION PLAN 20 LOTS 1.54 LOTS/ACRE13.004 AC. 8 LANDSCAPE PLAN 9 LANDSCAPE DETAILS DAWNWOOD DRIVE 706.63 L.F. 10 STREET PLAN & PROFILE EASTWICK CIRCLE 150 L.F. 11 ENTRANCE DETAILS DUBARRY DRIVE 239.21 L.F. 12 INTERSECTION DETAILS DUBARRY COURT 595 L.F. 13 TRAFFIC MAINTENANCE PLAN 14 SANITARY SEWER PLAN & PROFILES 15 STORM SEWER PLAN & PROFILES 16 STORM SEWER PLAN & PROFILES 17 WATER DISTRIBUTION PLAN 5 6 7 8 9 10 11 12 13 14 18 CONSTRUCTION DETAILS I PLANS PREPARED BY: 19 CONSTRUCTION DETAILS _.w�• DUBARRY _ DRIVE DUBARRY COURT 20 CONSTRUCTION DETAILS �, I 4 w STOEPPELWERTH & ASSOCIATES, INC. 15 CONSULTING ENGINEERS & LAND SURVEYORS 16 `) 9940 ALLI SON VI LLE ROAD 3 FISHERS, INDIANA 46038 0 17 PHONE: (317)-849-5935 -. ROLE 0 '-- .....I r. FAX: (317)-849-5942 _....�.' 2 18 tiq 0 19 SCALE: 1 "=200' 1 x% 44 REVISIONS '9cn R/ 20 SHT. DESCRIPTIONLn In ALL REV. PER DEVELOPER CDB 1/5/99 PLANS CERTIFIED BY: '" ALL REV. PER CITY COMMENTS LMC 1/15/99 Z. 10/19/98 DAVID J, STOEPPELWERTH DATE PROFESSIONAL ENGINEER LD NO. 19358 CD 3 cr LLJ CD No. =drrATE 8 I = = Ln OF rn 'NUI�lM rn lourrur It+```,, N U] $ m 0 U Q7 ti CD m Q m r� 0 LO 0 c ro �o n� 3 U) 3 O O d O U7 U) O Q (O Cl) Rl ft I .; I -r W Plr7--9- 5 752°5 (9. 0� AREA TO_ BE _PRESERVED R6R m CO AN RESRICTIONS. SUBSURFACE AINS / C" MAY BE USED TO PICK UPNPONDING V1TERX �, hN "N _ - - - - - a V) Z 2 O/ Z N M. L. m3tJ._- - © Z Ali _"••,"� ... .. .. ' X 100.00' 97.00' 97.00• 9 97.00• 97.00' 97.00' 117.50• 100.00' X I _ I , 50' NATION a LAND SUFFER EASEMENT 50' TREE PRESERVATION LANDSCAPE EASEMENT cA P I 3 81 W Li Gi v II I MFG ( MFG MFG ^ x- 751.7 b b • 0 r 753.0 25-Ei.L O.70xt..,. DRIVE -vg.97 _ - _ EX. 'SAN' M.}fi' T.C. = 753.11 M�•y� INV. - 739.86 M 50' B.L- T�. qP nir nix O 751G8 L MFG . N 0 M 820 50' 750. ' D.U.&S.s_E. 8 � i u.ers E U061 Inverts Dir. 25 BZ METAL END SECTION 0 735.00 o F.H. 150'± W. OF ENTRANCE TO 8 � a 3MFG 802 LCV ia 738.86 36' 752.4 o WI MFG 747.80 0 , N _ - - - -ry _. �n �- I752.7(� c 750.9 20 o �E 80 806 MANHOLE 750.30 m 1+65 1+ m 1+ooEASTWI 807 705 ' D.U.&S.s_E. 8 Tc/Rim "LtL to Inverts Dir. 25 BZ METAL END SECTION n NATU AIL 735.00 o F.H. 150'± W. OF ENTRANCE TO 801 MANHOLE 742.50 736.66 (NE,SW) e0. 802 LCV i� I I , Li 738.86 36' -E 802A WI MFG 747.80 0 , N _ - - - -ry _. �n �- I752.7(� c 804 YARD INLET 751.50 748.50 (W) O 806 MANHOLE 750.30 a (S) 743.04 (E,W) 807 -J 750.05 c V, 1.07x ► NN -�50' ELL \ n�rc ch I MFG I 9 10 MFGMFG 753.6 � 53.6 20 WIDE RON-MOTORIZED I % 804 ^ ACCESS f�TH FOR ; X z - - - -- - - 71 In x NORTHWOOD HILLS RESIDENTS W i s 11 12 0 13 MFGI !( N MFG M 4 I �i I'� I I 753.6 ,� 753.1 ,� 753.0 V ,� �, 753.0 WOODED - PICNIC/NATURE REA Ail 25' B.L OBSERVATION AR�ITOR o.u.es s E 20' D.U.&S.S.E .4 I n 701 �U, iy ° EX. SAN. N.H. Lil U-)^ T.C. - 753.89 Ile INV_739. P5N n Type Tc/Rim Inverts Dir. Inverts Dir. 800 METAL END SECTION n NATU AIL 735.00 (NE) F.H. 150'± W. OF ENTRANCE TO 801 MANHOLE 742.50 736.66 (NE,SW) 801A MANHOLE 744.00 737.86 (NE,SW) 802 MANHOLE n� N 39 I - _ - - _ . - _ - _ _ _ _ _ _ - ` 738.86 (N,SW) 740.86 (E) 802A MANHOLE 747.80 739.74 , N _ - - - -ry _. �n �- 803 DOUBLE CURB INLET 750.09 746.70 (E,W) 804 YARD INLET 751.50 748.50 (W) 805 YARD INLET 747.50 740.64 (N,S) 806 MANHOLE 750.30 a (S) 743.04 (E,W) 807 CURB INLET 750.05 746.30 (E,W) ... _ 808 CURB INLET 750.05 746.60 (E,S) 809 CURB INLET 750.70 747.21 (N) 810 CURB INLET 748.83 745.35 (NE,W,S) 811 CURB INLET 748.83 745.50 (N) 812 CURB INLET 749.14 745.64 (E,SW) 812A MANHOLE 750.00 745.94 (E,W) Cos w- W W n o W w w X T" 820 YARD INLET 750.60 747.64 (SW) EARTHWORK: I 753.0 I PAD SIZE: 00 C'60' P ANENT T u1 } DEEP x wCD C7) 42 SAN. SEWER UNE I m m W - Cil . ^ EL INST SAN. M -t �J; rj >r T.C. 754.65 � + V1 n� r� J W w t na w INV. 736.65 ^ PROPOSED 4" S.S.D. LAT. �- B. Provide and place any additional produce grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the -__---- _ •-- - --_ ___--- -___-_ vii 6" UNDERDRAINS . _ ...--- Z--- --- -- - source approved by the Developer. It will be the responsibility of the Contractor for any costs for 751.5fw- Pu 750.1 15• o.u.e�.E rJ �' \ h LinEMERGENCY OVER FLOW ERGENCY OVER FLOW 00 16s ofr r �? x rn 15 D .dtSE �- ny_ _ - x / \ x �� x v ~ x n ,,��iinny,,i In 01 MFG I ➢ SED 30' DRAINA EASEMENT ^ x �i \ " r� V1 v to � 0 751.2 I / . ` _ N x '` mss <n x Ln 4 L0 17 ° Lr�v v n Z Q \ .CIO o MFG Qi I 't ^ x x cn \ \ `< �, �: / 0 z 51.8 I �''� \ ^ v i 1* xPRAOo 01 ao 3 ^ / n 7 O-� \ 3 • \ 03 M / v a Q a , i V) a- x Q Fq \ x / t w a co M t / Z Q > �; n � v FHT �- 1 Q LL. I I \ ( J flu 7 LJ w t r � I - 00 UJ r- LLJ m o 165.00 -F I , °^O ^ 1A '\ �� / ^ \ / N Z O 7 , 2 . O S3 us • ° x I ( No t x "' x r1 \ \ �/' \ - / oR C 00 ,\. \ 72, r , P : I 07 cGi ` \ $ 0 --1 ' LZL lrj / f\ I ad (� i I ci ^ v ICIO � \ 0 LO MFG I ' \ \ x I \ \ rn 753 6 I x EXISTING Z �O 1 w H �- I �' - • \� �! P �. \ . LAKE 1 ho MFG // m CN i x ^ N.P.= 735.00 J M Ln 1 v co ) ,� o c ^ ' r Y °� x / V) 00 Q 754.0 _ J x _ ZO a LEGEND U z -"s - - EXISTING CONTOUR NG N EXISTING SANITARY SEWER SCALE: 1 = 60 EXISTING STORM SEWER U rn rn rn 0 v ici Co C co 0 I Lo CD I w o Lpa Lp crn L0 00 v LO rn 3 M �4 2Tt�48' 2• STORM TABLE Str. No. Type Tc/Rim Inverts Dir. Inverts Dir. 800 METAL END SECTION 735.00 (NE) F.H. 150'± W. OF ENTRANCE TO 801 MANHOLE 742.50 736.66 (NE,SW) 801A MANHOLE 744.00 737.86 (NE,SW) 802 MANHOLE 752.50 738.86 (N,SW) 740.86 (E) 802A MANHOLE 747.80 739.74 (N,S) �- 803 DOUBLE CURB INLET 750.09 746.70 (E,W) 804 YARD INLET 751.50 748.50 (W) 805 YARD INLET 747.50 740.64 (N,S) 806 MANHOLE 750.30 741.50 (S) 743.04 (E,W) 807 CURB INLET 750.05 746.30 (E,W) z 808 CURB INLET 750.05 746.60 (E,S) 809 CURB INLET 750.70 747.21 (N) 810 CURB INLET 748.83 745.35 (NE,W,S) 811 CURB INLET 748.83 745.50 (N) 812 CURB INLET 749.14 745.64 (E,SW) 812A MANHOLE 750.00 745.94 (E,W) 813 YARD INLET 749.50 746.50 (W) 814 YARD INLET 750.00 742.86 820 YARD INLET 750.60 747.64 (SW) BENCHMARK: TOP HEX NUT ON N.E. SIDE OF G ® -- --�-- - PROPOSED PROPOSED PROPOSED PROPOSED GRADE CONTOUR� SANITARY SEWER STORM SEWER ' Q F.H. 150'± W. OF ENTRANCE TO -oo<- PROPOSED SWALE Q CITY OF CARMEL BUILDINGPROPOSED 4' SIDEWALK (BY HOME BUILDER) �- Z 5484 E. 126th STREET - ELEV.= 754.99 0 -1 LOT NUMBER z Z MFG MIN. FINISH GRADE Q 0 EARTHWORK: I 753.0 I PAD SIZE: 1. EXCAVATION L 172' DEEP x 88' WIDE � U A. Excavated material that to suitable may be used for fills. All unsuitable material and all surplus not required shall be removed from the site. - -J (UNLESS OTHERWISE NOTED) w excavated material fill material from offsite as may be necessary to the PROPOSED 4" S.S.D. LAT. �- B. Provide and place any additional produce grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the PROPOSED 6" UNDERDRAINS z source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. W 2 REMOVAL OF TREES pV�T CURB ` ^ A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to a minimum depth of 6 Inches or to the depth Indicated in the geotechmical report provided by the Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site untH the Engineer has verified that the job meets the above tolerance. FORM\EARTHWRK "HOLEY MOLEY" SAYS: 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CAW OUTSIDE OF IXDIMA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, do marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITiNG UNDERGROUND UTILIITiES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0- 0 0 0 J 0 \W W Z 0 0 W ~ V) CD M J I..LI W U SHEET NO. 3 OF 21 SHEETS JOB NO -29648 J cn CJS N CU fT) CU 'tet CD .-ti C co c 0 CD 3 9 W w cc I m En coLOrn Cu m DESIGNATES AREAS PROPOSED FOR TREE PRESERVATION PER COVENANT RESTRICTIONS WITH CONSIDERATION GIVEN TO THE REQUIREMENTS OF DRAINAGE, UTILITY & STREET EASEMENT. SNOW FENCE SHALL BE ERECTED BY DEVELOPER AT THE DRIP LINE OF THE TREES OR TREE AREA TO BE PRESERVED. v --l' ----NEW SCALE: 1"=60' ,,,IIIIuu . No. 19358 STATE OF 'Of, l l l l 11 0",i V) � 5 W a Y W� t � O co 0 m W U Wsll c� o 00 r 0 V-1 W F W 0 0 Lo z W > rn 't 00 D Z D r V 0 M 0 X Z < a LL - J Q r > o � rn w c� V) W I 00 r W I Z_ 00 C� o0 Z W I r- C.� `n r� Z 0 J Lo V) Z pi 00 v to z SHEET N0. 4 OF 21 mEm 'roe "°'29648 Z D Z Z Z Q 0 U Z Lv 0 ('0 Q V) > o ck� 0 w 0 U LJ cr- z CL 0 W ~ W = ry 0 /_� I t' W WI J W SHEET N0. 4 OF 21 mEm 'roe "°'29648 C) J m rn rn v v N v co C: co C 0 co 3 O 0 (Z LU I kn k.n M L0 rn CU f: niv • i3 .ee PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: RAYMOND ROEHLING (317) 846-8881 Temporary straw bale dam to be removed during blanket Installation. Denotes permanent seeding do mulch areas Seeding rate: 130#/acre or 3//1000 S.F. Seeding mixture: 25X creeping red fescue 35X perennial rye 40X Kentucky bluegrass Denotes seeding w/fiber blanket #S150 by North American Green Seeding rate: 110#/acre or 25#/1000 S.F. Seeding mixture: 38X Kentucky 31 fescue 19X perennial rye 19% annual rye 14X orchard grass 10X Kentucky bluegrass Denotes temporary seeding & mulching. Seeding rate: 50#/axe Seeding mixture: 100% perennial rye. 5 w S _ No. ° 19358 WrA7E OF •' rn O \ II D O (0 f \ Q- \ O r W S I U - - X f�-F,& E::RGENC:Y OVERFLOW M r >< v_ r `I X� f It ...7 X t r f Q (�,,,f �„�, j� F,• ,�.- . t 8\ D VQ EXISTING Z, / cw ,1 LAKE O kn z )0- 1 W rn > 'q- 00 I- r V M Z Q Q li' J � I � (n 1 00 N w W I Z O C7 OC) w 1 V Uri M Z Oi J 00 O Z z O M Z Z �— Z Z z Q 0 C U W —j V V w F-- V) Z 0 O O U O z _O Z () O O ~ W J W W W 2 Q U SHEET N0. 5 OF 21 sHmn '108 N0-29648 m 0 U OD Env v opo 6i 0 CY)_ 0 c 0 LD 3 0 N 0 CZ w m 17rn N M Soil Erosion Control Summary The following is a list in sequence of construction activities to control soil erosion: I. Contractor shall install sediment traps and straw bale filters, as shown. 2. Grade the site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a time period that will prevent slope erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual ryegross, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 3. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 4. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shall be at the Contractors expense. Payment for additional rip rap (not shown on plans) and seeding shall be paid for on a unit basis. 5. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and water mains. Straw bale filters shall be installed at all storm inlets (including street inlets). Recommended Erosion Control Measures Erosion Control Blanket: Recommend erosion control blankets such as North American Green S150 be installed as a temporary erosion control measure in the bottom of any swale with a concentrated surface water flow. Refer to erosion control practice number 3.17 . Straw Bale Drop Inlet Protection: Recommend using straw bole drop inlet protection as per erosion control practice number 3.54 as a temporary erosion control measure until blankets are installed. Other drop inlet protection practices may become necessary upon the recommendation of the engineer or erosion control consultant if a specific need arises during construction. Topsoil Salvage and Utilization: As per erosion control practice number 3.02. Removal of topsoil to a depth of six inches (or more if required by the engineer) from all areas to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. Temporary Seeding: Recommend temporary seeding as per erosion control practice number 3.11 if disturbed ground is to be left bare for two months or more. In addition, it is recommended red clover be added to the seeding mixture at a rate of 10 pounds per acre. Dormant and Frost Seeding: As per practice number 3.13 attached to be applied if necessary. Surface Roughening: As per erosion control practice number 3.03, suggest using a bulldozer to track with cleats perpendicular to the slope of slopes on disturbed ground of six percent or greater and around the shore of the lakes as a temporary measure until ready for blankets. Temporary Grovel Construction Entrance/Exit Pod: Recommended as per erosion control practice number 3.01. Tree Conservation/Protection: As per erosion control practice number 3.83, the contractor shall, at the direction of the developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. In the event cut or fill exceeds 0.5 foot over the root area, the developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. Maintenance Schedule: Maintenance of all erosion control practices should be done as needed on a weekly basis and after all large storms. A construction supervisor should be assigned the task of seeing that all practices are installed and maintained according to the design criteria. Maintenance for each erosion control practice should be conducted per maintenance schedule shown on each erosion control practice job sheet (attached). Construction Sequence Schedule: Spring (Projected season to start): Locate areas of tree protection, install gravel construction entrance, install temporary silt fence, strip and stockpile topsoil. Excavate building areas and other earthwork (lakes, roads, swales, sewers, etc.) Spring/Summer. Install strawbole inlet protection. Install rock chute outlet protection. Install temporary erosion control blankets as needed. Track in ridges with dozer cleats on all slopes greater than six percent and around side slopes of lakes. Summer/Foil: Apply sod in all areas that are finish graded. Apply temporary seeding in areas where earthwork construction is halted and area will be bare and exposed for more than two months. Maintain erosion control practices as per erosion control maintenance schedule above. Remove temporary erosion control measures in stabilized areas that have been sodded. Winter/Spring: Apply dormant seeding on any areas that show a need for it. Continue maintenance of existing erosion control practices. Spring/Summer/Fall (following year): Stabilize all open ground and remove temporary erosion control practices. Implement final landscape plan. FORMS\18545ECM Seeding Specifications: I. Ditch Banks: shall be seeded and covered with North American Green fiber blanket /S150 and #SC150 (or Equal) or Hydroseeded with straw mulch. The Contractor shall follow the manufacturers recommended guidelines for installation and staple patterns when installing the fiber blankets. Seeding rate: 110//acre or 2.5#/1000 S.F. Seeding mixture: 38X Kent. 31 Fescue 19X Perennial Rye 19X Annual Rye 14X Orchard Grass IOX Kent. Bluegrass 2. 4" of topsoil (minimum) shall be placed prior to permanent seeding. 3. If grades are established between May 15 and August 10, a temporary seeding consisting of 40/ of Annual Ryegrass shall be planted per acre. 4. If grades are established between October 15 and December 30, either Rye (grain) or Wheat may be used at the rate of 2 bushels/Ac. All grains should be mowed prior to seed maturing. 5. If temporary seeding is established prior to permanent seeding, the mulch may be eliminated except in "bare' areas. 6. If grading occurs during December, January, or February, use dormant seeding and it should be done within 7 days of last land disturbing activity. CONTRACTOR SHALL MAINTAIN EXISTING STREETS FROM DEBRIS OF DIRT,SAND,OR STONE AND SHALL BE RESPONSIBLE FOR THE CLEANING OF SUCH ITEMS. AFTER COMPLETION OF THE WORK, THE BUILDERS WILL BE REQUIRED TO KEEP STREETS FREE OF THE SAME, AT THE CITIES DISCRETION. EXISTING VEGETATION: HEAVILY WOODED EROSION CONTROL FOR INDIVIDUAL LOTS 1. CONSTRUCT A GRAVEL DRIVE 2. CONFINE ALL TRAVEL TO THE GRAVEL DRIVE 3. PRESERVE AS MUCH OF THE EXISTING VEGETATION AS POSSIBLE 4. IF THERE ARE LARGE EXPOSED AREAS ON OR NEAR SLOPES A SILT FENCE MAY BE REQUIRED 5. AFTER FINAL GRADING, SEED OR SOD THE YARD AS SOON AS POSSIBLE 6. AFTER A YARD IS RE -VEGETATED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES ALL AREAS NOT DENOTING PERMANENT SEEDING OR FIBER BLANKETS SHALL BE TEMPORARILY SEEDED. RECOMMENDED EROSION CONTROL MEASURES WERE TAKEN FROM CHAPTER 3 AS STATED IN THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY INSPECTOR AS CONDITIONS WARRANT. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE Conddenatione In Construction Ssquencs Sched An AS NEEDED Construction Phase (speolfic activities SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED or eroelon control proct{oe )* Construction sohedlde oondderotione PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: Pre -construction actions (Evaluation/protec- Before construction, evaluate, mark, and protect RAYMOND R OEH LI N G tion of important site characteristics) important trees and associated rooting zones, (317) 846-8881 ALONG WITH ROUGH GRADING unique areas (e.g.. wetlands) to be preserved, on- site septic system absorption fields, and vegetation WATER AS NEEDED AFTER ROUGH GRADING suitable for filter strips, especially in perimeter WATER AS NEEDED AFTER FINISH GRADING areas. WEEKLY, AFTER STORM EVENTS AND AS NEEDED Construction access (Construction entrances, Stabilize bare areas immediately with gravel and WEEKLY, AFTER STORM EVENTS AND AS NEEDED construction routes, equipment parking areas) and temporary vegetation as work takes place. WEEKLY, AFTER STORM EVENTS AND AS NEEDED Sediment barriers and traps (Basin traps, silt Install principal basins after construction site is WATER AS NEEDED fences, outlet protection) assessed. N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED Install additional traps and barriers as needed NOTES: AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED during grading. 1. THERE IS NO EVIDENCE OF WETLANDS ON THIS SITE. Runoff conveyance system (Stabilized stream- Where necessary, stabilize streambanks as early 2. THERE IS NO EVIDENCE FOR POTENTIAL AREAS WHERE banks, storm drains, inlet and outlet pro- tections. channels) as possible. Install principal conveyance system with runoff STORMWATER DISCHARGE MAY ENTER GROUNDWATER. Z control measures. Install remainder of system after grading. 3. ULTIMATE RECEIVING WATER: Land clearing and grading (Cutting/filling/ Begin major clearing and grading after install- nstall- WHITE RIVER WHITE grading, drains, sediment traps, barriers, the key sediment and runoff measures. diversions, surface roughening) Clear borrow and disposal areas as needed. _J Install additional control measures as grading W :Do progresses. Surface stabilization (Temporary and perma- Apply temporary or permanent stabilization A nent seeding, mulching, sodding, riprop) measures immediately on all disturbed areas a Z z where work is delayed or completed. Building construction (Buildings, utilities, Install necessary erosion and sediment control paving) practices as work takes place. Landscaping and final stabilization (Topsoil- Stabilize all open areas, including borrow and ing, trees and shrubs, permanent seeding, spoil areas. 3:1 mulching, sodding, riprap) Remove temporary control measures and stabilize. 1 mmw *Maintenance -- (i) inspect practices at least once a week, and (2) make repairs immediately after periods of rainfall. EEF96/17480ERO Soil Erosion Control Summary The following is a list in sequence of construction activities to control soil erosion: I. Contractor shall install sediment traps and straw bale filters, as shown. 2. Grade the site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a time period that will prevent slope erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual ryegross, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 3. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 4. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shall be at the Contractors expense. Payment for additional rip rap (not shown on plans) and seeding shall be paid for on a unit basis. 5. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and water mains. Straw bale filters shall be installed at all storm inlets (including street inlets). Recommended Erosion Control Measures Erosion Control Blanket: Recommend erosion control blankets such as North American Green S150 be installed as a temporary erosion control measure in the bottom of any swale with a concentrated surface water flow. Refer to erosion control practice number 3.17 . Straw Bale Drop Inlet Protection: Recommend using straw bole drop inlet protection as per erosion control practice number 3.54 as a temporary erosion control measure until blankets are installed. Other drop inlet protection practices may become necessary upon the recommendation of the engineer or erosion control consultant if a specific need arises during construction. Topsoil Salvage and Utilization: As per erosion control practice number 3.02. Removal of topsoil to a depth of six inches (or more if required by the engineer) from all areas to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. Temporary Seeding: Recommend temporary seeding as per erosion control practice number 3.11 if disturbed ground is to be left bare for two months or more. In addition, it is recommended red clover be added to the seeding mixture at a rate of 10 pounds per acre. Dormant and Frost Seeding: As per practice number 3.13 attached to be applied if necessary. Surface Roughening: As per erosion control practice number 3.03, suggest using a bulldozer to track with cleats perpendicular to the slope of slopes on disturbed ground of six percent or greater and around the shore of the lakes as a temporary measure until ready for blankets. Temporary Grovel Construction Entrance/Exit Pod: Recommended as per erosion control practice number 3.01. Tree Conservation/Protection: As per erosion control practice number 3.83, the contractor shall, at the direction of the developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. In the event cut or fill exceeds 0.5 foot over the root area, the developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. Maintenance Schedule: Maintenance of all erosion control practices should be done as needed on a weekly basis and after all large storms. A construction supervisor should be assigned the task of seeing that all practices are installed and maintained according to the design criteria. Maintenance for each erosion control practice should be conducted per maintenance schedule shown on each erosion control practice job sheet (attached). Construction Sequence Schedule: Spring (Projected season to start): Locate areas of tree protection, install gravel construction entrance, install temporary silt fence, strip and stockpile topsoil. Excavate building areas and other earthwork (lakes, roads, swales, sewers, etc.) Spring/Summer. Install strawbole inlet protection. Install rock chute outlet protection. Install temporary erosion control blankets as needed. Track in ridges with dozer cleats on all slopes greater than six percent and around side slopes of lakes. Summer/Foil: Apply sod in all areas that are finish graded. Apply temporary seeding in areas where earthwork construction is halted and area will be bare and exposed for more than two months. Maintain erosion control practices as per erosion control maintenance schedule above. Remove temporary erosion control measures in stabilized areas that have been sodded. Winter/Spring: Apply dormant seeding on any areas that show a need for it. Continue maintenance of existing erosion control practices. Spring/Summer/Fall (following year): Stabilize all open ground and remove temporary erosion control practices. Implement final landscape plan. FORMS\18545ECM Seeding Specifications: I. Ditch Banks: shall be seeded and covered with North American Green fiber blanket /S150 and #SC150 (or Equal) or Hydroseeded with straw mulch. The Contractor shall follow the manufacturers recommended guidelines for installation and staple patterns when installing the fiber blankets. Seeding rate: 110//acre or 2.5#/1000 S.F. Seeding mixture: 38X Kent. 31 Fescue 19X Perennial Rye 19X Annual Rye 14X Orchard Grass IOX Kent. Bluegrass 2. 4" of topsoil (minimum) shall be placed prior to permanent seeding. 3. If grades are established between May 15 and August 10, a temporary seeding consisting of 40/ of Annual Ryegrass shall be planted per acre. 4. If grades are established between October 15 and December 30, either Rye (grain) or Wheat may be used at the rate of 2 bushels/Ac. All grains should be mowed prior to seed maturing. 5. If temporary seeding is established prior to permanent seeding, the mulch may be eliminated except in "bare' areas. 6. If grading occurs during December, January, or February, use dormant seeding and it should be done within 7 days of last land disturbing activity. CONTRACTOR SHALL MAINTAIN EXISTING STREETS FROM DEBRIS OF DIRT,SAND,OR STONE AND SHALL BE RESPONSIBLE FOR THE CLEANING OF SUCH ITEMS. AFTER COMPLETION OF THE WORK, THE BUILDERS WILL BE REQUIRED TO KEEP STREETS FREE OF THE SAME, AT THE CITIES DISCRETION. EXISTING VEGETATION: HEAVILY WOODED EROSION CONTROL FOR INDIVIDUAL LOTS 1. CONSTRUCT A GRAVEL DRIVE 2. CONFINE ALL TRAVEL TO THE GRAVEL DRIVE 3. PRESERVE AS MUCH OF THE EXISTING VEGETATION AS POSSIBLE 4. IF THERE ARE LARGE EXPOSED AREAS ON OR NEAR SLOPES A SILT FENCE MAY BE REQUIRED 5. AFTER FINAL GRADING, SEED OR SOD THE YARD AS SOON AS POSSIBLE 6. AFTER A YARD IS RE -VEGETATED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES ALL AREAS NOT DENOTING PERMANENT SEEDING OR FIBER BLANKETS SHALL BE TEMPORARILY SEEDED. RECOMMENDED EROSION CONTROL MEASURES WERE TAKEN FROM CHAPTER 3 AS STATED IN THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY INSPECTOR AS CONDITIONS WARRANT. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED 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, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IN PLACED SEED, SOD, LANDSCAPE AROUND UNITS FINISHED WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED FIRST STAKE TOWARD PREVIOUSLY LAID BALE WOOD STAKES 15"-20" IN GROUND I r STRAW BALE DAM DETAIL NOT -TO -SCALE \- CHINK GAPS 14, W/STRAW SECTION 2"-3" WASHED STONE 12'-0" MIN. WIDTH STONE ACCESS DRIVE DETAIL 11 6' 3' 6' 3' -� 4' 2' - 2' I4 19358 STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN 225 B 00 V) GREEN EROSION CONTROL BLANKETS. STAPLE 1-1 0 O 1 1�� PATTERNS WALL VARY DEPENDING UPON SLOPE 175 0 3 x x x x A J B J rtC x xD11 V ANNUAL RAINFALL. X x x x x x C O 1 STAPLE 1-1/2 STAPLES 2 STAPLES 3.5 STAPLES PER SQ. YD. P SQ. YD. PER SQ. YD. PER SQ. YD. SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING DORMANT B -moi B� SEEDING SEEDING E '////////* > SODDING F** MULCHING G A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20ibs>/AC. B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC. C = SPRING OATS 3 BUSHEL/ACRE D = WHEAT OR RYE 2 BUSHEL/ACRE E = ANNUAL RYEGRASS 40 lbs./AC. (1 Ib./1000 sq. ft.) F - SOD G = STRAW MULCH 2 TONS/ACRE *///* - IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD Gravel bags overlap onto Ow curb 1. Fill geotextile bags approximately half full with 2 to 3 Inch stone or gravel. 2. At a position downslope of the lot and upslope of the Inlet, lay bags tightly in a row curving upslope from curb and away from inlet 20" 3. Overlap bags onto the curb and extend a min- imum of 3 feet into the street 4. For additional layers, overlap bags with the row beneath, and leave a one -bag gap In the middle of the top row to serve as a spillway. 5. Place bags in an arc around curb inlets that are in a sump position. 6. Set up safety/traffic barriers to keep vehichles from hitting bags, causing possible Injury. 7. Inspect and repair as needed, and remove any accumulated sediments after every storm. 3 ft. (min.) Gap between bop octs as a Spillway Runoff / Runoff CURB INLET PROTECTION DETAIL Z 0 5 U.1 200 C W >00 W a' 19358 STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN 225 B 00 V) GREEN EROSION CONTROL BLANKETS. STAPLE lac 0 O PATTERNS WALL VARY DEPENDING UPON SLOPE 175 0 C H LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE m m m �- Z V ANNUAL RAINFALL. 150 Q C O � W I 00 r - v W I Z W 120 00 Z R100 Z A F_ _J 75 W :Do 50 A 8 � a Z z 20 ::8 Fr. 4:1 3:1 2:1 1:1 LOW 1 mmw Raw CHANMEL FLOW CHANNEL aao SLOPE GRADIENT snorelNE ERO" CONTROL BLANKET STAPLE PATTERN GUWE SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING DORMANT B -moi B� SEEDING SEEDING E '////////* > SODDING F** MULCHING G A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20ibs>/AC. B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC. C = SPRING OATS 3 BUSHEL/ACRE D = WHEAT OR RYE 2 BUSHEL/ACRE E = ANNUAL RYEGRASS 40 lbs./AC. (1 Ib./1000 sq. ft.) F - SOD G = STRAW MULCH 2 TONS/ACRE *///* - IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD Gravel bags overlap onto Ow curb 1. Fill geotextile bags approximately half full with 2 to 3 Inch stone or gravel. 2. At a position downslope of the lot and upslope of the Inlet, lay bags tightly in a row curving upslope from curb and away from inlet 20" 3. Overlap bags onto the curb and extend a min- imum of 3 feet into the street 4. For additional layers, overlap bags with the row beneath, and leave a one -bag gap In the middle of the top row to serve as a spillway. 5. Place bags in an arc around curb inlets that are in a sump position. 6. Set up safety/traffic barriers to keep vehichles from hitting bags, causing possible Injury. 7. Inspect and repair as needed, and remove any accumulated sediments after every storm. 3 ft. (min.) Gap between bop octs as a Spillway Runoff / Runoff CURB INLET PROTECTION DETAIL Z 0 5 U.1 %0 �STOEPpF�'�.�. L Z a Z W >00 W a' 19358 o! Q -o STATE OF 00 V) Q 0 O D W Q 0 Q H 00 m m m �- Z rn k'0) I �Z �0 � W %0 �STOEPpF�'�.�. L Z a Z W >00 W a' 19358 -o STATE OF 00 V) nnm1"t% 0 O D W Q L.� Q H W U 0 L Z a Z W >00 W a' V) M 0 X Z Q Q Lo_ J I � � W I 00 r - W I Z O O 00 Z Z rn F_ _J W :Do 00 V Z O � a Z z 0 Z Z o O Z Z Q O U F_ LL_ U U W W 0 �a- V) '^ J 0 ��0 O 6"L O I - Z O Z U O I - Z (_ O V O m �'�/ w N !Y Lv U SHEET N0. 6 OF 21 SHEETS JOB NO -29648