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HomeMy WebLinkAbout19 sua I 13 SU -DIVISION CONSTRUCTION DDOCUM�NT� PART OF THE SW 1/4, NW 1/4 AND NW 1/4, SW 1/4, SECTION 9, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY. INDIANA UTILITIES SERVING SUBDIVISION JAY ALLEY CLAY TOWNSHIP REGIONAL WASTE DISTRICT P.O. BOX 40638 INDIANAPOLIS, INDIANA 4640 1 7) 344- 9� 200 BART BRETSH AMERITECH 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 462LC (317) 252 -4265 BILL. DAVIS IPAL U 25 MONUMENT CIRCLE INDIANAPOLIS, INDIANA 46206-151J5 (317) 261-8953 PAM WAGGONER INDIANAPOLIS WATER COMPANY P.O. BOX 1220 INDIANAPOLIS, INDIANA 46206 (317) 263-6317 INDIANA DEPT. OF ENVIRONMENTAL MAN, DIVISION OF WATER 402 W. WASHINGTON STREET, ROOM W264 INDIANAPOLIS, INDIANA 46204-2748 (317) 232-4160 PLANS PREPARED FOR= . r BUILDER ♦ DEVELOPER RICHARD 3510 E. 96th St.. Suite 26 ElIndianapolis, IN. 46240 317-846--9221 Fax 846-9580 �CN}ZIZI (: TOM BOWERS INDIANA GAS COMPANY 1600 ALLISONVILLE ROAD PQ BOX 1700 NOBLESVILLE, INDIANA 46060 (317) 776-5568 KENT WARD/ STEVE HAMILTON COUNTY S!'F'fEY R OFFICE UNE HAMILTON SQUARE, SUI T E 146 HAMILTON COUNTY JUDICIAL CENTER NOBLES, ILLS, INDIANA 46060 t; 776-8495 JOHN SUTH i IAivIiLTviv vv'iJT !_ `v"dATER CSN EPV. 925 DIVISION STREET NOEL ESVILLE, INDIANA 46060 1 f 1 7 7�,-_ 1406 KATE BOYLE CITY ENGINEER �=IINE CIVIC SQUARE ARMEL, INDIANA 46032 (317' 571 —2441 BILL AKER' DEPARTMENT OF COMMUNITY SERVICES 31 E. 1ST. AVE N. W. CARD./IEL, INDIANA 46032 DON WORLEY INDIANA DEPT. OF ENVIRONMENTAL PIAN. FACILITIES CONSTRUCTION SECTION 100 N. SENATE AVENUE, P.O. BOX 60 1 5, !^JDIANAPOLIS, INDIANA 4F.2Gh-60 15 LEGAL DESCRIPTION SECTION 1 A part of the Southwest Quarter of the Northwest Quarter and a part of the Northwest Quarter of the Southwest Quarter of _e ction 9. Township 17 North, Range 3 East, of the Second Principal Meridian, in Clay Township, Hamiton County, Indiana, r - )re pnrti(:ularily described as follows: BF (_;ININNG at the Southwest corner of the Southwest Quarter of the Northwest Quarter of Section 9; thence North 00 d ­bees 23 minutes 31 seconds West, along the West line of said quarter section, 667.71 fact, to the Northwest corner of the South Half of the Southwest Quarter, of the Northwest Quarter of said section; thence North 00 degrees 23 minutes seconds West, along the West line of said quarter section, 1.79 feet- thence North 88 degrees 51 minutes 16 seconds East, 17.82 feet; thence South 89 degrees 40 minutes 01 seconds East, 69.76 feet; thence North 88 degrees 51 minutes 34 seconds East, along the North line of the South Half of the Southwest Quarter of the Northwest Quarter of said section, 1_145.3-11 feet; thence South 00 degrees 26 minutes 45 seconds East, along the East line of the West Half of the Northwest (Juarter of said section, 667.58 feet, to the Southeast co,-)er of the Southwest Quarter, of the Northwest Quarter; thence South 00 degrees 25 minutes 08 seconds East, alona the- East line of the Northwest Quarter of the Southwest Quarter of said section, 482.20 feet; thence South 88 ` 1 minutes 16 seconds West, 419.42 feet; thence North 56 degrees 39 minutes 49 seconds West, 167.42, to a non-- !-)gent curve to the left, the radius point which bears North 56 degrees 39 minutes 49 West, 230.00 feet; thence Norther' along said curve 219.98 feet to a point which tars North 68 degrees 32 minutes 16 seconds East, 230.00 feet from the radius point; thence North 21 degrees 27 minutes 44 seconds West, 44.47 feet; thence South 89 degrees 34 minutes 37 seconds West, 285.86 feet; thence North 00 degrees 25 minutes 23 seconds West, 132.00 feet; thence South 88 degrees 51 minutes 16 seconds West, along the North line of the Southwest Quarter of said section, 496.50 feet, to the Nortr)west corner of the Northwest Quarter of sold section, also being the Southwest corner of the Southwest Quarter of the Northwest Quarter of said section, and the POINT OF BEGINNING, containing 27.161 acres, more or less. rTREESDALE CIRCLE DESIGN SPEED - 25 mph TOWNE ROAD EXISTING DESIGN SPEED - 40 mph �,t: �. a. ) � c�aZA 1 PRIMARY PLAT 2 PRIMARY PLAT 3 DEVELOPMENT PLAN 4 DEVELOPMENT PLAN 5 DEVELOPMENT PLAN 6 SPECIFICATIONS 7 I.W.C. SPECIFICATIONS 8 CLAY WEST WASTE SPECIFICATIONS 9 EROSION CONTROL PLAN 10 EROSION CONTROL PLAN 11 EROSION CONTROL PLAN 12 EROSION CONTROL DETAILS 13 SITE DETAILS 14 DRAINAGE DETAILS 15 PLAN AND PROFILES 16 PLAN AND PROFILES 17 STREET PLAN AND PROFILES 18 OPEN SPACE / LANDSCAPING PLAN 19 OPEN SPACE / LANDSCAPING PLAN 20 LANDSCAPING\SIGNAGE DETAILS 21 MAINTENANCE OF TRAFFIC / TRAFFIC CONTROL PLAN jar --;' CrA CrA Z 'C f Mme CrA Orr, SME w. SOILS MAP SCALE: 1 15 840 SYMBOL SOIL NAME SOIL T`'PE SLOPE 'Q.• �;•;�"';?►� Br BROOKSTON SILTY, Ci._ r" LOAM ��-2% � . . MmB2 MIAMI SILT i_OAM 2950-%= _ CrA CROSBY SILT L0,41VI 0-3% e. 14 X PLANS _PREPARED BY: 3. KEELER-WEBB ASSOCIATES Consulting Engin(2Fr�--Plca,rinors—Sur7.)oyors 486 CRADLE DRIVE CARMEL, INDIANA 46032 E -mail- kwn*onktree net e.- NW CORNER, 5 '112,- SW /2;SW 1/4, NW 1/4 SEC 9-T17N-R3E POINT OF BEGINNING CQNTRACTOR 10 REMC'. TREES AS DIRECT[_,-' BY OWNER I DEVEL OP`Fi< - ZONED S-1 X 863.0 sof , �j X 869.8 ZONED S-1 N RK51"16" E — 17.82' v DERvROU dD TI��[COMMUNI�.,JUN-) 120.00 c 5�` !z000 Cie 6 :1 4 1 230.00 220.00 ---_LIN%TABLE LiNc _-- -- -L , 'iN'- W WATER LINE CV M S4EET STATION & ELEVATION FIRE HYDRANT L_ N s 4,1 1'W � 6G' 'ni^v' PAi X 666.9 E)t!STI^!G STORM -- - L L - 34+ i - CONCRCTE PAVC�tENT is PROPOSED GRADE t- - --+ �i w -- - FLOW ARROW EXiST(NG REGULATED DR EXISI!Nr rONTOt�R, AND EASEMENT SHALL E 38"x57* CMP MET =, RELOCATED s INV. - 864.28' o 7 N SAN T,AIft-W$NHOI-E C0 0 E�.Is.,r.c aUsy ZONED S-1 EXISTING TREE aj L, j IL 15' R.C.P. OUTLET 38"x5r CMP OUTLET my - ds4.28' 1NV• - 863.59' PAW ALD 1 !`- 52' - 38"x57* CMP O 1.33% P _ rll � U NW CORNER, 5 '112,- SW /2;SW 1/4, NW 1/4 SEC 9-T17N-R3E POINT OF BEGINNING CQNTRACTOR 10 REMC'. TREES AS DIRECT[_,-' BY OWNER I DEVEL OP`Fi< - ZONED S-1 X 863.0 sof , �j X 869.8 ZONED S-1 N RK51"16" E — 17.82' EXISTING LEGEND PROPOSED LEGEND 5 WOVEN—WIREFENCEFENCE f� — --- 6' RAIL & POST FENCE �--�` ,h/ 24" ROLLED CONCRETE CURB -- — —T — — —T UNDERGROUND TELEPHONE �.......:�.... �'ROPOSED SANITARY SEWER — -- — EASEMENT SETBACK LINE FLOW LINE OF FITCH & JESSUP DITCH 5o CENTERLINE ,SUBDIVISION BOUNDARY GAS GAS UNDERGROUND GAS MAIN ADjQlNER PROPERTY LINE v DERvROU dD TI��[COMMUNI�.,JUN-) 120.00 c 5�` !z000 Cie 6 :1 4 1 230.00 220.00 LINE 5,081 150.00 EXISTING LEGEND PROPOSED LEGEND 5 WOVEN—WIREFENCEFENCE f� — --- 6' RAIL & POST FENCE �--�` ,h/ 24" ROLLED CONCRETE CURB -- — —T — — —T UNDERGROUND TELEPHONE �.......:�.... �'ROPOSED SANITARY SEWER — -- — EASEMENT SETBACK LINE FLOW LINE OF FITCH & JESSUP DITCH 5o CENTERLINE ,SUBDIVISION BOUNDARY GAS GAS UNDERGROUND GAS MAIN ADjQlNER PROPERTY LINE Ci RAPHIC C ALF 0 25 50 100 IN FEET 1 inch 50 ft. y � FT -T-7 KEY_ PLA NOT TO SCALE TXIISING CSATCH BASIN (TO BE REMOVED TO PROPERTY UNE) NORTH S 1�2, SW 1 J4, NW' 1/4 SEC 9-T17N-R3F - _- J 10" CMP NNE INV - 85426' / 10: PVC W INV. - 854.33' v DERvROU dD TI��[COMMUNI�.,JUN-) PIT Z PROs. 5,.., N.A,LR MANN, - - - PROPERTY or R/ W LINE _ _ -- __ = PRO`PbSED STORM SEWER -- E ------ E -- UNDERGROUND ELECTRIC LINE 28+00 CINERGY ELECTRI� W WATER LINE CV M S4EET STATION & ELEVATION FIRE HYDRANT SANITARY SEWERi � 6G' 'ni^v' PAi X 666.9 E)t!STI^!G STORM SEWER _ SLOW ARROW CONCRCTE PAVC�tENT is PROPOSED GRADE t- �i w — Ci RAPHIC C ALF 0 25 50 100 IN FEET 1 inch 50 ft. y � FT -T-7 KEY_ PLA NOT TO SCALE TXIISING CSATCH BASIN (TO BE REMOVED TO PROPERTY UNE) NORTH S 1�2, SW 1 J4, NW' 1/4 SEC 9-T17N-R3F - _- J 10" CMP NNE INV - 85426' / 10: PVC W INV. - 854.33' ASPHALT PAVEM� PIT Z PAD ELEVATIOrd (ROUGH GRADE) CURB INLET 6"x6" AMERITECH PHONE PEDESTAL - — -4 � CINERGY ELECTRI� dOX CV M FIRE HYDRANT 3 Z 6G' 'ni^v' PAi X 666.9 WATER VALVE STREET SIGN is GAS VALVE t- �i w — FLOW ARROW EXiST(NG REGULATED DR EXISI!Nr rONTOt�R, AND EASEMENT SHALL E =, RELOCATED s VEGETATION o CV` SAN T,AIft-W$NHOI-E C0 0 E�.Is.,r.c aUsy ZONED S-1 EXISTING TREE Ci RAPHIC C ALF 0 25 50 100 IN FEET 1 inch 50 ft. y � FT -T-7 KEY_ PLA NOT TO SCALE TXIISING CSATCH BASIN (TO BE REMOVED TO PROPERTY UNE) NORTH S 1�2, SW 1 J4, NW' 1/4 SEC 9-T17N-R3F - _- J 10" CMP NNE INV - 85426' / 10: PVC W INV. - 854.33' IC w 2 44 0 T� co Nr Z O N 42 Q -4 zn w CV M 3 Z h I m ' t- �i w z IC w 2 44 0 =w M Li 0 I Z W 0t8 In N T� co Z O N Q -4 r w Cf) =w M Li 0 I Z W 0t8 In N EL -at3-lq F - Q (r z =, Cf) o CV` C0 aj Q Z IL C0 PAW ALD P _ 9905-008 P'0 '0 —40 MATCH INE SHEET I J 1;�� + 4- , C -n - , --- — v jWYr C D � ;Alyn,Ac - A KY Hr)X C: I,4s CM NOT INCLUDED ZONED S-1 8. 300 K -T% 8934oi, E N W5116 E Ac'A.50' N 376.48' 2WO S 138'54�-TC W OEAD' -EN-SPACE COMMON' OP -- 3�-' D1 &L E 1 33� 75' 48.97' TEMPOR Y 9 4. 7' 133.75' 1 ,,v �� 18 CUL—DE— ­ -< LUCK� LLC ... ... . --------------- 88-, 8'5 1 '16 W) S 8 F_ 88 BOOK 330, 0G, 759 Ac. 60' D U.&L.E 3.028 < 37.4412f SECTION 2., L ' CC / \ > -0-1 '70NED S- 4' ZJ\ 0 0 (J) CUL Db-SJA SHA [1L Z �JE 0 u 0 z BE REWAD WITH I CGJ) 0 \CONSTRUC41ON OF S C N 00 2 Cyi 41 C31 CO �:, Iv, w X\ LQ 0 RETENTION POND X rrl m C M6N AREA '13 DRAI AGE EASEMENT 59,44 CIOo is 2.355 C. T7 F Z C 12* CMP T-10 23,131 ft 31,398 sq ft. LLJ V�l 32,122 sq. ft. 32,122 sq. It. CL -ul Z O z L > r) 0 T 40' BUILDING LIN[ K z 75' 133.75' 1 10 . 25' L 122.73' S 88*51'16" W S 88-51,16" w S 88*51'16" W TREESDALE 110,11111 SECTION 2 CIRCLEF2rl -,23 ILI N 88'Sl�TC L S 88*51,16" w 9 f 88'51'16" W 0 88'51'16" W 40' BUILDING LINE z 12 a w z a: < > 15 IF 13 -1 Li,.i I r) D D 14 46 1�8 16 S TION 2 w rn CD 45,800 sq ft. m: 0 'u-) < In k.� z 32,417 sq. ft. _'_-.458 sq. ft. 0 24,443 sq. ft, 32,458 sq, ft. L zL.n L 0 0 0 6--l' J) 00 00 00 cr, .0 rj 0 �,: -0:' CO 0 cc� 00 - 0 OC) m m 00 t o W C11 Cn 4h. LUCKY LLC U-1(1) U-) M w I { { I { U) z W CO co IL z 0 w 255.97' 0 101.87' 1 3.75'133.75' E 35 D U.&L-F N 88*51'16" N 88'51'16" E ' N 88*51'16" E OPEN SPACE COMMON AREA 'D' 50.0 77 S 8951161 W 914-10' EXISTING LEGEND PROPOSED LEGEND 4, - 6' WOVEN --WIRE FENCE C12 N 9*40'01'W 0 0 6' RAIL & POST FENCE 120.00 i2o.00 L4— 24" M UNDERGROUND TF,-EPHONE 14.80 230-00 PROPOSED SA' SEWER 30.00 EASEMENT 7 27.77 FLOW Oi- L8• SETBACK LINE coo." LIO! 35.00 N08'24_jI_'w_' CENTERLINE X0,00 N00*2'_ 72-�,' SUBDIVISION BIL 'y GAS — GAS UNDERGROUND GAS MAIN _),!OINER PROPER' TCOM UNDERGROUND TELECOMMUNICATIONS v PROPOSED WATER MAIN PROPERTY or R/W LINE PROPOSED STORM SEWC4 E E UNDERGROUND ELECTRIC LINE 10 V 'NATER LINE STREET ;STATION & ELEVATIOj SANITARY SEWER 121,850 sq f EXISTING STORM SEWER FLOW ARROW CONCRETE PAVEMENTPROPOSED 76 7 J51 GRADE } PAD ELEVATION (RO.GH-GRAi PE) ASPHALT PAVEMENT 13 CURB INLET 6"xIb" AMERIIFH PHONE HLDt_SIAL CINP­-' `_ --'-.RIC BOX �lr, :Ukr.. m 60' V 100' PAD A VALV; SIGN L ti CAS FLO'A' ARROW EXISTING CONTOUR 0 VEGETATION SANITARY MANHOLE CO �:, Iv, w X\ LQ 0 RETENTION POND X rrl m C M6N AREA '13 DRAI AGE EASEMENT 59,44 CIOo is 2.355 C. T7 F Z C 12* CMP T-10 23,131 ft 31,398 sq ft. LLJ V�l 32,122 sq. ft. 32,122 sq. It. CL -ul Z O z L > r) 0 T 40' BUILDING LIN[ K z 75' 133.75' 1 10 . 25' L 122.73' S 88*51'16" W S 88-51,16" w S 88*51'16" W TREESDALE 110,11111 SECTION 2 CIRCLEF2rl -,23 ILI N 88'Sl�TC L S 88*51,16" w 9 f 88'51'16" W 0 88'51'16" W 40' BUILDING LINE z 12 a w z a: < > 15 IF 13 -1 Li,.i I r) D D 14 46 1�8 16 S TION 2 w rn CD 45,800 sq ft. m: 0 'u-) < In k.� z 32,417 sq. ft. _'_-.458 sq. ft. 0 24,443 sq. ft, 32,458 sq, ft. L zL.n L 0 0 0 6--l' J) 00 00 00 cr, .0 rj 0 �,: -0:' CO 0 cc� 00 - 0 OC) m m 00 t o W C11 Cn 4h. LUCKY LLC U-1(1) U-) M w I { { I { U) z W CO co IL z 0 w 255.97' 0 101.87' 1 3.75'133.75' E 35 D U.&L-F N 88*51'16" N 88'51'16" E ' N 88*51'16" E OPEN SPACE COMMON AREA 'D' 50.0 77 S 8951161 W 914-10' EXISTING LEGEND PROPOSED LEGEND 4, - 6' WOVEN --WIRE FENCE C12 N 9*40'01'W 0 0 6' RAIL & POST FENCE 120.00 i2o.00 L4— 24" — _T — — —T UNDERGROUND TF,-EPHONE 14.80 230-00 PROPOSED SA' SEWER 30.00 EASEMENT 7 27.77 FLOW Oi- L8• SETBACK LINE coo." LIO! 35.00 N08'24_jI_'w_' CENTERLINE X0,00 N00*2'_ 72-�,' SUBDIVISION BIL 'y GAS — GAS UNDERGROUND GAS MAIN _),!OINER PROPER' TCOM UNDERGROUND TELECOMMUNICATIONS v PROPOSED WATER MAIN PROPERTY or R/W LINE PROPOSED STORM SEWC4 E E UNDERGROUND ELECTRIC LINE 28+c)(,) V 'NATER LINE STREET ;STATION & ELEVATIOj SANITARY SEWER EXISTING STORM SEWER FLOW ARROW CONCRETE PAVEMENTPROPOSED 76 7 J51 GRADE } PAD ELEVATION (RO.GH-GRAi PE) ASPHALT PAVEMENT 13 CURB INLET 6"xIb" AMERIIFH PHONE HLDt_SIAL CINP­-' `_ --'-.RIC BOX �lr, :Ukr.. 60' V 100' PAD A VALV; SIGN L ti CAS FLO'A' ARROW EXISTING CONTOUR VEGETATION SANITARY MANHOLE LINE TABLE LINE LEN,'-! IBEARINC, C12 N 9*40'01'W C13 C15 4 120.00 i2o.00 L4— -(T 14 —S 8 E - ."1118lw L5 14.80 230-00 C 1'7-1 30.00 N&_r­l ;t? r' 7 27.77 150-00 L8• 30.33 coo." LIO! 35.00 N08'24_jI_'w_' X0,00 N00*2'_ 72-�,' CURVE TABLE CURVE LEN i:',_H RADIUS C12 25.00 C13 C15 3 120.00 i2o.00 06 6610 —180.00 Cie 2916 230-00 C 1'7-1 '37 64 220.00 C, -7,i X5.081 150-00 4G REGULATED DRAIN ASEMENT SHALL BE ;TED ED 4 C5 F 30r D li 209.30' j m N 88*51'16" E 40 D.U.&L.E. LANDSCAPED BERM S 88°51116" W 419.42' 50 ZONED S-1 aPPROXIMATF " 'S OF STATUTORY EASEMENT �OR FITCH & --SUP REGULATED DRAIN, 1.1rASURED 75 FEET FROM CENTERLINE OF TILE KE Y P IN NOT TO SCALE APPROXIMATE CENTIERLINE BURIEC SCALED FROKA MAPS-ROVIDED BY SOIL ;ION CE ffilmmy RAT GRAPHIC SCALE 0 25 50 100 IN FEET 1 inch 50 ft 9 200 WX co 0 w Z 0 N A co W w D co l*]m t mWE I 41 a C Cl) 0Cr Z z h (L z CIA z 0 0 LU • w r, p Lu w 0 pill<� (L 0 P ­ PAW A[ F) 9905-008 EXISTING LEGEND PROPOSED LEGEND MIC LEGEND 6' WOVEN -WIRE FENCE 6' RAIL & POST FENCE 24" ROLLED CONCRETE CURB - - -T - - -T UNDERGROUND TELEPHONE PROPOSED SANITARY SEWER EXISTING WATER MAIN �B�g - - - - - - EASEMENT FLOW LINE OF F ITCH & JESSUP DITCH - -- -" - PROPOSED WATER MAIN $ TOWNE LAKES SETBACK LINE SUBDIVISION BOUNDARY EXISTING HYDRANT �� -- - -- CENTERLINE SUBDIVISION `x'-12 AAs - GAS UNDERGROUND GAS MAIN -- -- _ ADJOINER PROPERTY LINE 2 PROPOSED HYDRANT f� OMVE` TCOM UNDERGROUND TELECOMMUNICATIONS - - = eE! _ - "" PROPOSED STORM SEWER 0 BUTTERFLY VALVE p1 6 efo6' g6 pq�----38'x57' CAP INLET PROPERTY or R/W LINE 28+00 INV. 6664,28' E - - E UNDERGROUND ELECTRIC LINE STREET STATION & ELEVATION VALVE ..�........� .-�-. - SANITARY SEWER I ■B.O. BLOW OFF ASSEMBLY FXISILN" SEWER FLOW ARROW PLUG ------------------ CONCRETE PAVEMENT PROPOSED GRADE REDUCER 15" i5" R.C.P. OTLET ' 38"x57" CMP WtET INV. - 864.28' INV. - 863.59' X 866.3 T.J. TEE I/ 52' -39`x57" CMP O 1.337. 769.0 PAD ELEVATION(ROUGH GRADE) : M.J. SLEEVE ASPHALT PAVEMENT II O CURB INLET BEND 6•'x6" AMERITECH PHONE PEDESTAL F KICKER BLOCK '( 2` CINERGY ELECTRIC BOX, - -__ 0 O CASING PIPE X 868 9 i _ `r�pd, 60' X 100' PAD �- STRE,�T SIGN - w GAS VALVA" �' X 864.8 FLOW ARRO4 \N SEE INDIANAPOLIS WATER COMPANY MAIN EXTENSION 40 STANDARDS AND SPECIFICATIONS TO BE FOLLOWED FOR THE DESIGN OF THE SYSTEM. REFER TO INDIANAPOLIS WATER COMPANY MINIMUM STANDARDS FOR DRAWINGS --- - - FOR DEVELOPER INSTALLED MAINS, DATED JULY 1, 199 I` I i PROJECT NAME TREESDALE - SECTION 1 PROJECT NUMBER J-00-027 Dist Map 704/714 STORM STRUCTURE 6955/7045 Tax Code 29003 STIR # LOCATION LR DESCRIPTION UPSTREAM ELEVATION DOWNSTREAM ELEVATION T OF `, NG O FL CASTING Drafter REIrEARK5 TREESDALE CIRCLE 3/02/00 \; , 300 2+60 DETAIL 6/14 862.48 862.23 6.11 NEENAH 35b`t _ L 301 2+60 14 DETAIL 6/14 862.61 866 111 NEENAH 3501 TR \� 300A 2+60 23 DETAIL 5/14 862.17 862.09 867.10 NEENAH 1642 302 4+34 14 DETAIL 6/14 859.52 859.27 863.1 5 ENAH 3501 TL 303 4+34 14 DETAIL 6/14 859.65 863.15 N NAH 3501 TR 302A 4+34 23 DETAIL 5/14 859.21 859,13 864.20 NEENAH 1 2 304 4+91 18 DETAIL 10/14 861.50 END-SEC'TIOM ./ DEBRIS GUARD 305 4+34 272 DETAIL 6/14 861.04 860,79 864.29 NEENAH 2564 BEEHIVE 306A 6+25 14 DETAIL 18/14 858.31 858.06 862.28 NEENAH 3501 TL 3066 6+25 14 DETAIL 18/14 857,93 857.68 862.28 NEENAH 3501 TR 306C 7+43 74 DETAIL 10/14 857.00 END -SECTION RIP -RAP 308 7+94 14 DETAIL 6/14 857.76 861.02 NEENAH 3501 TR 309 7+94 14 DETAIL 6/14 857.63 857.56 1 861.02 NEENAH 3501 TL 310 7+94 61 DETAIL 10/14 857.37 END -SECTION RIP -RAP RETENTION POND 'A' 100 5+09 3481 DETAIL 10/14 858.05 END -SECTION DEBRIS GUARD 101 4+89 294 DETAIL 10/14 861.00 END -SECTION 101A 5+35 308 DETAIL 6/14 858.73 858.65 861.30 NEENAH 2564 BEEHIVE 102 5+62 336 DETAIL 16/14 857.61 857.45 864.97 NEENAH 1642 103 6+37 366 DETAIL 10/14 856.53 END -SECTION RfP-RAP 104 1 6+68 600 DETAIL 10/14 1 857.07 END-SECTION1 DEBRIS GUARD 105 1 6+85 15491 1 DETAIL 10/14 856.53 END -SECTION RIP -RAP UMTTED COMMON AREA\DRIVE 106 1+25 1 DETAIL 10/14 1 1 856.53 1 END -SECTION PROVIDE DEBRIS GUARD 107 1+25 1 151 1 DETAIL 10/14 1 1 856.05 1 END -SECTION RIP -RAP SEE INDIANAPOLIS WATER COMPANY MAIN EXTENSION 40 STANDARDS AND SPECIFICATIONS TO BE FOLLOWED FOR THE DESIGN OF THE SYSTEM. REFER TO INDIANAPOLIS WATER COMPANY MINIMUM STANDARDS FOR DRAWINGS --- - - FOR DEVELOPER INSTALLED MAINS, DATED JULY 1, 199 I` I i PROJECT NAME TREESDALE - SECTION 1 PROJECT NUMBER J-00-027 Dist Map 704/714 Meter Map 6955/7045 Tax Code 29003 Lots 10 Pressure Dist LAFAYETTE Drafter KWA Date 3/02/00 41 y� I NOTE: 1 SEE SHEET No. 4 FOR TYPICAL CROSS-SECTION, LEGEND, HOLEY MOLEY, & PROJECT LOCATION MAP ^ n z ''tG ® DEVELOPMENT PLAN 5 EXISTING.-- NTOUR GRAPHIC SCALE I z lW /���� X 869.1 z CAMDEN WALK r �ANiTARY iAANHOLE '- EXISTING BUILDINGS AND OTHER e 50 vc 0 25 50 too zoo "EXISTING �USH DEVELOPER SHALL PLUG AND S+ i r g� �;� _ w 86�c,9 Pk" ''�, �`?` `' • CAP ALL WE"S ON THE PROPERTY IMPROVEMENTS ON THE PROPERTY ZONED S-1 A x2, x ' > u> ExfsTlNc` TREE SHALT. BE REMOVED BY THE { X DEVELOPER. DEBRIS SHOULD NOT F - CONNECT EXISTING 10" P ZONED S-� -BE BURIED ON-SITE a NO TREES, SPRINKLER SYSTEMS, r T a 66 TO RETENTION POND W x . EX. 8" WATER MAIN °0 �� y X LIGHTING SYSTEMS OR SIGNS I ipdh = 50 ft, j SYSTEMS, ANIMAL GUARD PER $UR. DET. �• f SHALL BE WITHIN THE R/W OF ." J - 98 - 329 1 X CIG ' i _ - N BE REMOVED TO PROPERTY - i /f ay. SLS x864.7 6. SAN 88°51'16A E - 17.82' �.. �' T WN WITHOUT T.O.C.NG 858311'6 (Ta XISTING FIE-Q_TILE SHAIeL ^� P O E ROAD WFT OU THE s c ROP -LtiFiE do rh' x $6 4 T17N-R REVIEW & APPROVAL OF HCHD ahs. 4 10" CMP NNE IN`V - 854.26' NW C q._ \ Y �� N\TH- S 1 /2 SW 1 / SW , �r � EX. ,s„ ,~ - S 894 l E - 69.76xa �� . - PFi�lpl3 OF • , E, LOCATED & CONt�EZ`T) 0 10" PVC w INV. 854.35' 0� OVER ALL STORM SEWER TO SjRUCTURE # 1 D? OR 59 1 > CMP Sly INV 854.35' �5 112 x �6" e� x N 88"5134 E-1245.315 �� Q 49z.3" L SEC 4 E IN ALL LOAC THE RETENTION POND B. F. V r] POINT OF BEGINNING n �, ? /� `- - 43 - - - rcc \"�SPE E COMMON AREA D *LANDSCAP4.2 M° APPROXIMATE DtREGTtONED BER 0,oi 0' a` 186,78on136.49'35' D.U.acL.E. 172.77' m. nl�� 59x ` ��.�� bta"n 'rt. kh0�0 2 D.U.&L.E. _ .r.. - - - \ �- �.• -'•� _ / C'5 `' c r 1 fl _'+ -' ' ,o,� XMATE DIRECTION - t�r� p . OF 12" 'CC U /' CMP L(NDER DRAIN• / I \ \ P W TO BE REMOVED Ins a , O R' " \ r \ \ " RIP RAP DTL �. a Z 1 w 9q 5 yg. � 3 \ \48 / n - PER 5/11 z� \ _ _ ` ... W, W W a- \ ( � V i� 4 w \ APPROXIMATE LIMITS OF STA TUTORY,EASEMENT U x ' Q w O \ ` FOR FITCH & J�SSUP REGULATED DRAIN, AA W�+Ln C]. Fill LOT 70 ELEVATIONS > h Q. N `� \ 0 MEASURED.75 FEET FROM CENTERLiNE`•OF TILE n 1 N 2a ON C„I 0V0 AS SHOWN & COMPACT N w ZW BUILDING PAD PER -` \ x 000 SPECIFICATIONS 00 N• W QD aw J00 N 81 W CD 00 , t Ln i t Z N ----- - - x - + APPROXIMATE CENTERLHNE BURIED 16" TILE, AS NOT TO SCATS 5 i SANITARY MANHOLE MR -211 t \ BY U.S.D. e' SCALED FROM PROVIDED A 1 T.O.C. - 874.34' 1 `- a" W 872.0 � � 866.0 865.0 � � •• � " $5a O"L SFR P N- INV. - 856.24' 8 PVC 5 {-. ,• '., ', Q � �,, , � _ � CONSERVATION SER VI E r _ 46,378, sq ft 51,471 sq ft. - 5 V C = I �g co r �1 0° O eA1 35,540 sq ft. ', l � POOL ELEV. 85 .53' - - • � FILL LO ATO vA l YEAR ELEV. 57.96 T n A WN T - S AC EL ONS AO -YEAR ub��. I 1 \\ eulaDlNG PAD PER i ibq-YEAR ELEV. 858.10' 1 , &c 45 W CONTRACTOR TO REMC iE �ry$o RETENTION ON 1K 1 \ .n� �' SPECIFICATIONS �� MIN FREEBOARD ELEV, 86010 Z 6" SAN. LAT. 6 SAN. LAT. .y. v ` u a' P TREES AS DIRECTED LiY, 6 1+92, 131' (LONG 3+X8. 131', (LONG) \ 1 ef' 1 �.- I D g0 is L2Q O 1 0 OWNER ;` DEVELOPER e� 17 1 _ y' 2, 1,16nT. � . so BUILDING LINE LUCKY, ��. � � COMMON AREA A i � ' --- � IN rR. 99-22622 � �+22, 1,16' (LONct) x N DRAINAGE.EASEMENT \ 5.21-4 'Ac'. t JOB No. 1 t9 ¢ O' ---�_ CHAIR-ggf�0i(8/C�1T8 10.>306 Ac. 1 � r � i ~ -J `\ �� �/ 120' - 8" PE a i SQ,, ' SEE DET.fL � - � ' DIRECTIONAL BORE > j �Z f - NEW�HYD, V._ -;'Joe No. , _ \8 \ ZONED S-1 ; Q �1 �.� 3�w� x L2 r Q:.gs: ,20'x;" E; --- $" ,PVC 935' \ 00 > " 7 / 1, - 8� C900 "172 77' Lf, L =] . �� . �p qCYINSTR., LLC. x 16 x8 TAPPING -'- - 0'48 s CONCRETE wAuc I 13 R� \ �' h 865.0 SLEEVE 1 8" PE - N 9 �` L4 - - - - - - - - 2g/ 280...0 'h 9 ° u \ 10.128"A-C" A.D.A. RAMP ^' - -- --- O ! a" 120' - 8" PE DIRECTIONAL BORE 1 SEE DETAIL 4/13 8 `'� --,r 77,050 sq ft. :261.59' 4+00 C7 0' 862 9 r ' 2+00 � t � 03+� _ _ � a 5 0 0. �° 0 a- I ---t- '- + I--- - - - - -' 136 2�' 12" RCP 302 --�'-7 � � ' +4 LONG SUBDIVISION ENTRANCE IFS,^ en 1 ��; I E� °J o \7� F1LL.WT TO ELEVATIONS g SEE DETAIL 6/13 $ , x� C C4� 5 13- 1 R(3' t. \ o� y� 1 4 N R�LED -1g�_ 30o r r -r •vim' mom �n ��tttte M • O \ s% S. �8 i A 1 t AS SHOWN & COMPACT EEE- v ° i ' �� 111 T�REESt E CIRCLE cvRe & s BUILDING PAD PER 6-112 RCP„ °' �� sPEGFlcanoNs vAR� `Eg 3 L5 ® 0 0. 88 Pv ®o.� o �® = 2a'e1a �'� I� \ 32 400' 170, N ro �3a 5 to C0 �pn ti $ �► SA�ITARY MANHOLE MR -21 0 CONTRACTOR TO REMOVE SD CONNECT T0; CATCH 3+4529' LONG b� - _-' \ iy TREES AND PLACE' 6" SAN„ L/LT (LONG) �; PVC w INV. -957.21 / I BASINS SEE DETAIL 5/13 BUILDING LIN£ PVC SE INV. 957.31' ` >> , O� le+ t I / . I�, C ♦♦^^ '- 1+89, 29' LONG 50 B � � � \ � � � V, AS DIRECTED BY N _ OWNER I DEVELOPER i 0 /� � T SANITARY MANHOLE OR -210A '�{ R' 1 1 1 = i T.O.C. - 97265' V LC x �p EX. HYD. x 8` PVC SW INV_- ,855.3,' �� 8 4 �I ( 6+29, 20 ALONG) \ m r O 0-16160 o a B" PVC E 1N p55.41' ® Lj OQ `'� y �*t ` / 0 �1 II \ 9 46 + 7,107 sq JC I -• I 1 r " f ,: � � - P O 2. �, o- 36,90 �. g' 868.6 36,947 sq ft. to (S` 1 ° x o c,, -2,1 Q - ----L n-7/ .J j I a % Q 44,3&9 sq ft. I �'I^ 115,615 sq' it. k �e ► j t'' Qt g e1 1 bq '00 W �` �,`}"� Z Z V ���� O D'5x t 1 ` \ �, 4, N' c) NO Q , 0 6 . �,, , , • 3,0 > SANITARY MAN M 21 '• Z 0. Q Ut ! WO x O d f T O.C. - 862.30' `%�12 t ) \ • �!� w O 00 8' PVC NW INV. 858.op 6 �\ RIP -RAP W �o r� Oo r i v 9" Pvc s INv. - 19' \ 2 m 5 p PER Dtl 5 f 12 p�, a, i Ln N FILL LOT TO ELEVATIONS C '�� i �g1 / 06 o rf1 (_4 °° SECTION 1 N `° ti o h Z m OJ% AS SHOWN &COMPACT 1�.� I X a �, ( x W fNI $ p. Q' W / p (' BUILDING PAD PER �ry �'�-7 E J ( t TYPICAL SSD STUB FROM a ; l I w b SPECIFICATIONS CATCH BASIN TO EACH LOT �1� ti 9 ! T U � to rn ' I 1 X APPROXIMATE LOCATION OF t; ', � y _ �T' �,`� '` � \I•Il 6F' ��O y Cr/ I N 1 PROVIDE, VALLEY CURB ti PIPELINE BA D UPON ` RK ;/ x EX. 16" WATER MAIN 1�. O Z O /'------ I w J - 98 - 329 pia to O PR1VA DRIVE ENTRANCE LOT 9 & 10 - SANITARY CONNECTION `, -' $j _ I ( I SEE DETASHT. 13 PROVIDE EA. LOT W/ UUP�LEX GRER 5 ���'�•.. s L Z . Q N STONE L YNTH PUMP 8Y BUILDER �J w O I I X.I PT 8+ 01 STEEL ENT� Y GATE- - • 7 PER OWNER\OPPOSITE LL SANITARY MANHOLE MR -210 \ p U M % ^� p 3 4' r HAND OF WA L OTL. PyG pN`(�ONG� ;i/ \- CSS W T.O.C. - 870.49' ? hM 6[} p ON SHEET 20 \ \ 2 28 �� 1' 8" PVC N -S INV. - 854.26' 'o o O Q ` N .1 , I C1t _ C 0) )2 9+20. ,�. . � i.,' a7 F (� t L CTI 8" PVC NE INV. - 854.36' W Z m / 0' 0 - _ - J L - I \ 106 \. GY`S .� • ` c -� i- Q. e° - - - - _� a 39,395 sq ft. I NEW HYD. O \ = W 771 � a1 , I �.' + ._.� - _ ® 25' D.U.& L.E. 3os . -� 959 I ,o 'D-196,5 J ,'`..�' "� /GPS -- - _a,,•• .I' 1 x SANITARY' MANHOLE MR -210D O \ rn eo \ T.O.C. - 862.75' + S I ". I O � of GP � \ ,�} ^ SE CORNER, `SW 1/4, NA 1,'4 � � O U /� �- 8" PVC NINV. - 858.89' g / s SANITARY MANHOLE MR -209A I t 144.75 1 75.44 F 7 2" INV. - 858.99` 124. �! •48' ,~ «5 X _fig-- -"'�9-7771-7k T.O.C. - 870.27' 11 -+ - c- -55 --Si-C_- �p F- C% 8" PVC N-5 INV. - 853.92 I i " t N 88.51'34" E I I r 6" SAN. LAT.�� 2F' N 0' 341 �- ,�" , � S 88'51.' 3 e �� � �_ S 8851 '��'3AC' o - a.. D.U.&L. E. LANDSCAPED BERM 3a 6 a s+2o, 30' (LONG) r'. • E ? 7 D1 O 4: __ I /'� AS dC U.E. 4 / 35' 0. z O DRAWN 8Y: CONT1jAC1'OR '0 . +00. 1 S N O a X. 16"x6" TEE N AREA W ' _ ,,� ,- ,� G <� ?�` cr � � � �►• ? - PAW O OP CE COM ON a & SAP ANY WELLS PER NF_ TH m n I� D _ +fyt �?'3 o QEFo1ulrLr _ -- - - - - - 0 8'51'16 W � EX' LU¢1 -- i cs �� b Ep COMMON ARA ( Y 1 f CHECKED BY ALD r i p o EX. BOA ---' o `Ili - - BO $ .04" W Z� � _ PROJECT N X39 C IC ER n• ._,; �x,s N€ "�. i o P - REPOSED G)C5 PIF'EL1NE A�SEMENTER J p CAMDEN WALK ` J W I rn G b 9905-0007 - -- * " ♦ -a /' x I 201. 65, M.B. 31, P.G. 121 AND M.B. 31, PG 278-280 a62 1 1 I��B* ! W NOT INCLUD m v /� RED II �� JOB No. 2 vON ACTOR TO FiROVtD'"c. x PVC 4 G - DTH 0 SEMEN S a KENNL I r, & ALLEN STEPHENS _ EE No. � JO �x PS ER o I 6'B 1 2 TRE PR TECTIVE'F�Nrlr� PRECIS ;LOCA ION AND Wt SHEET No 8_ �- � 3" PE 240' E, T OF T - BOOK 170, PG. 46 Z t\i ® 8'x6" TIES s 6" VALvE ARO tJD �CAA10pY;' OF EES IS CURRENTLY UNQEFINED. t ;' A I RmUCER ;AS f -- LINES THR ueHau�,Qsr c ofd _. 15 - Y Al .... 1 �1 '. f \ .'.\ \ � � FthCT,NQ PfIYF RA QN A'r'k t I h,'• S>�',- 1 3 OG � toz z o cn V) U) > cr o O Ow �,, z ro > W 3 0 0 w Ir u cy U) w w con 0 C-0 cr > ow U cc S U > - 3 ) w O N Q \ tl\D r o N N N) 1171 �1 (ILII ~ o - 0 � I (14 01 M W � 0.' O M I � n Q ~�Z Wo ZoLAJ_ W WLL 0 J 0o !Y v k' 't c) CIDO N � c O I �Om � N co •J En tDw as ►�' N a: CID o rn am co m cavi � w O � 1 c� c� Qw L rw fi x KEY PLAN NOT TO SCALE "Holey Moley' says, `3 -_r "DON'T DIG BLIND" Call Monday through Fridoy-7 AM to 6 PM OWNER ADEVELOPER T0'. I 4h EiSTING POLE BA RN REMAIN UNO — DIRECTED 8Y.6WNERMATCH LINE SHEET W{N COORDINATE GATE TYPE Vak � Np GAS 05 OPERATION &PROVIDE KEY TO MMOUSH -----� *, •- iR OVERRIDE WITH KNOX-BOX O / N �, �. sg t' Q O{��',FOR POLICE &FIRE ACCASS I� �% - — ZONED S-1 c� .$� S , ,� 10 F?E SHALL PLUG AND NOT INCLUDED �, rn e ' o \ 864.5 I 58 Z • �' D d . WALLS ON THE PROPERTY KENNETH HELEN sTEPHENs - -�' doe No , I V Q BOOK 170, PG. 46 6" PVC - 78' ,� 100 ' RIP -RA PER DTL 5/112 m \ 121,850 sq ft. (�) Tk ;�{ 9. S 1 G N SAN. LAT. I / i -r•, u !•A , . Ut` + 0 430' (LONG) �,/ I br '. �,,. •.• ,q ,r N 88°51'16* E -A06-50' o NJ W34'37 E / �$ •' 376.48' �' $a, C \ o '�, f 0e5�. 50,00' ,u a I� ! x -, 0&%7 h 1 EXISTING LEGEND w 6' WOVEN -WIRE FENCE I 6' RAIL & POST FENCE —T — — —T UNDERGROUND TELEPHONE — — — — — — EASEMENT SETBACK LINE ---- CENTERLINE GAS GAS UNDERGROUND GAS MAIN I i; *'... T CDM UNDERGROUND TELECOMMUNICA ION - - - PROPERTY or R/W LINE E E UNDERGROUND ELECTRIC LINE SANITARY SEWER EXISTING STORM SEWER ' • CONCRETE PAVEMENT I ASPHALT PAVEMENT cj 0 CURB INLET a 6"x6" AMERITECH PHOIg PEDESTAL CINERGY ELECTRIC B07� In -'- STREET ' SIGN o"n GAS VALVE FLOW ARROW _ � I EXISTING CONTOUR N VEGETATION SANITARY MANHOLE EXISTING BUSH e a EXISTING TREE N 0 o I I 60' X 100' PAD WATER MAIN (MIN. 54" COVER TYPICAL CR NGI� T TO SCALE �--J .GAS L I ^J E CONDUIT" O` (MIN. 42" DEEP) SSD RISER -- (-n,.1. 60 12'o . CPO 0.5 E8.97' I FEMPOR Y rn IN b 1&6t ° 4 I � L1'16+t( CUL-DE- A 3.0 fr I LUCK PG. 759 d' o 3.028 Ac. I rn N - I� ti z I4Q 1 I I m CP 06 U r ` FlLL't T TO HLEVATIO)lsi_ � O t! O N 1 37, 442 � ft.% I o o LL of w \ 860._6 AS SHO & OOMPACT R LL1 3 > 'i I cv3' :��. BUILDING P111! �ER p > Z Z ` In n v SP CIFlCA > E T10N8 V) 8 i' w w � � s � d O O cn 0 )NE - v ch - \ e O BOOL ELEV. _ '856.05' \ I m w Q w w u j \ O m 11 �- �\ r: - 1 10 -YEAR ELEV.=`B57.96'I,.��i _ In `' , { S Er- SA SHA f\ I 100 -YEA ELEV. - 858.10 °s� �= rn o 0 0 0 0 \ �• BONSTMRpCT ON OF I I F tw- 0 0 0 0 0 _ CTVON 2 /1 EMER.'SPjLl W 'f ELEV. _ '$59. 0' F` o� \ \ °9 1 } �\ � p c'nv O O I� cD eso� RtENTION D s� N r`^N I x GAP �b QY C MMON, AREA 'B' DRAT AGE EASEMENT\ I X 2.351Ac.t � l i z VIII 2 1 , \ `' Ci 31,398 sq ft. 12" cMP �6 �• sha I I �` I \��" x'e59 •b � x � � � v \ I ( � 3 �� E i 1 59 ` I o) x �A O -A 30 D.V. &L. E. R / / 10b.25' L1=107 i -- - / �i a es, I -� a62 I L SEERG` NCY 1 LANDSCAPED BERM — 209.30 es °' S 88.51' 16,, -w -----~'I �o�r° / % ry`' es' ^ 4 b ess --- - o , ; 2�859 p ,l' ELM � _ -!� O - 1,6"- W- x•333 ' -- -- - — .9� .2 / `� . �0 0 ter' y r � O '��•(j: '_ boa w`'� . /. �_�.� - �. ,. ��. -� �i .�,- I p PROM 'L� GABT ° S 88.51'16" W r i / g�, 29,0 ft. l II , _ ' RIP -RAP `APER TL 9/12', ® It S W �'16'� 'T�i✓.'Ti.� x X �g9 I ( � LO w _ 1111' T �� 1 o p0 - CONTRACT R Tl} REMO`'E w �•> Q _ � D YUGNT 18" P TILE (III r - Z REMAIN UNDI RBED 'REFS AS ;RE TED B'T APPROXIMATE LIMITS OF STATUTORY EASEMENT w s r> o Q /\ OWNER / D vt! OI'EP `"w Z �# FOR FITCH &JESSUP REGULATED DRAIN, e Lj II - x eI MEASURED 75 FEET FROM CENTERLINE OF TILE 60 W = oQ J O� 12 III W co nC)Uj 13 I I i II I ill I r Uj CO S CTION 2 a I 45,800 sq ft I �I11 / \ RIP -RAP do GASION BASKETS TO PROVIDE vJ \ 1 ENERGY DISSIPATION A BENCH FOR CULVERTS 32,417 sq. ft. ` { n I '��. ��37 I II I LI I x a`'R� a< swALE w x � I I I IIpfl'1 I;1 I _ A o o O CJ CO I rn o I w I I III I I v W l -SI TE e� N 0 CQ co .�j APPROXIMATE DIRECTION OP 18" CMP UNDER DRAIN i -A � I I�I / TO BE REMOVED k REPLACED 421 m I — cv �n / M II IIII 0 15 I -toecn STREET 9 C.w • '0 W x 50. ALL FIELD TILES UNCOVERED Cc7 / N I11 I I OD 9 I DURING CONSTRUCTION SHALL BE CONNECTED TO STORM -i o IIII FACILITIES 31 46 1'�4, a II I III r EXIST,NG 18" CMP TILE x 46 t TO REMAIN UNDISTURBED p� Cti►.s An+owt, 37 F II PROPOSED BEEHIVE 2+44 �� T.O.0 - 85416' �n x 36" RCP INV. - 850.168 G C0 tto x �JJ 133.75' 255.97' I W W N 88'51 ' 16" E I VII I I 42 - AREA /88'51'16" E 70 Q r'll lL�/'1 'D' y, / I) VIII I x 0�k 36 0 - -- —ROCKYLL1 t RDsr 40 I ` A 4' WOVEN -WIRE FENCE i W • 1 . L_ j__, J II I I I L GUARD *BEEHIVE (TYP) Y I00 w rrr 111 /T�ITT'll VARIES _ 30'-0' 30'-0" VARIES _.._. / + 0.2 267 40 — --- ------ --- Q4" a -�----- -_ I � � I � ; I 5 74 f�es^/ z II I x co IMIN. ---- r— - -- - --- MIN. �= I Iii PROVIDE 1'-0" MINIMUM COVER 70 465 52 74 18" 18 ( ~Q ( I VIII ALLOVEROCATIONSNEW SEWER IN 2 67 �j I (-- I ��- I w I 65 II 421 N CO MARION 5517 RISER I NO 267 31 "sa, co STONE �5a. ROQKL RD.- �I i A. GAS LINE CONDUIT 135 WATER MAIN 4'-0 (MIN. 42" DEEP) 144 TYPIrm rRnSS- SFr-T1nN To. °q 'f NOT TO SCALE (SEE DETAIL 13/"J FOR FUTHER DETAIL) S 88°51'16' W - 914.10' PROPOSED LEGEND IWC LEGEND LOCATION 24" ROLLED CONCRETE CURB DESCRIPTION UPSTREAM ELEVATION DOWNSTREAM ELEVATION TOP OF CASTING O FL CASTING EXISTING WATER MAIN 7REESDALE CIRCLE PROPOSED SANITARY SEWER > 48" DEEP DUALITY R QUIRED FLOW UNE OF FITCH & JESSUP DITCH — — _ — PROPOSED WATER MAIN 856.86 SUBDIVISION BOUNDARY NEENAH 3501 TL EXISTING HYDRANT - - — -- --- ADJOINER PROPERTY LINE 856.73 856.65 PRC°GSED HYDRANT NEENAH 3501 TR 402 10+75 BUTTERFLY VALVE__ 856.29 PROPOSED STORM SEWER END -SECTION VALVE____,_ _ 28+00 STREET STATION & ELEVATION ■B.O. BLOW OFF ASSEMBLY 7,66 YES � PLS -- - �_ FLOW ARROW D REDUCER 767. PROPOSED GRADE '_' TJ. TEE END -SECTION RIP -RAP MH/BOX M.J. SLEEVE 769.0 PAD ELEVATION (ROUGH GRADE) �y BEND L_ F— _� KICKER BLOCK CASING PIPE 60' X 100' PAD WATER MAIN (MIN. 54" COVER TYPICAL CR NGI� T TO SCALE �--J .GAS L I ^J E CONDUIT" O` (MIN. 42" DEEP) SSD RISER -- (-n,.1. 60 12'o . CPO 0.5 E8.97' I FEMPOR Y rn IN b 1&6t ° 4 I � L1'16+t( CUL-DE- A 3.0 fr I LUCK PG. 759 d' o 3.028 Ac. I rn N - I� ti z I4Q 1 I I m CP 06 U r ` FlLL't T TO HLEVATIO)lsi_ � O t! O N 1 37, 442 � ft.% I o o LL of w \ 860._6 AS SHO & OOMPACT R LL1 3 > 'i I cv3' :��. BUILDING P111! �ER p > Z Z ` In n v SP CIFlCA > E T10N8 V) 8 i' w w � � s � d O O cn 0 )NE - v ch - \ e O BOOL ELEV. _ '856.05' \ I m w Q w w u j \ O m 11 �- �\ r: - 1 10 -YEAR ELEV.=`B57.96'I,.��i _ In `' , { S Er- SA SHA f\ I 100 -YEA ELEV. - 858.10 °s� �= rn o 0 0 0 0 \ �• BONSTMRpCT ON OF I I F tw- 0 0 0 0 0 _ CTVON 2 /1 EMER.'SPjLl W 'f ELEV. _ '$59. 0' F` o� \ \ °9 1 } �\ � p c'nv O O I� cD eso� RtENTION D s� N r`^N I x GAP �b QY C MMON, AREA 'B' DRAT AGE EASEMENT\ I X 2.351Ac.t � l i z VIII 2 1 , \ `' Ci 31,398 sq ft. 12" cMP �6 �• sha I I �` I \��" x'e59 •b � x � � � v \ I ( � 3 �� E i 1 59 ` I o) x �A O -A 30 D.V. &L. E. R / / 10b.25' L1=107 i -- - / �i a es, I -� a62 I L SEERG` NCY 1 LANDSCAPED BERM — 209.30 es °' S 88.51' 16,, -w -----~'I �o�r° / % ry`' es' ^ 4 b ess --- - o , ; 2�859 p ,l' ELM � _ -!� O - 1,6"- W- x•333 ' -- -- - — .9� .2 / `� . �0 0 ter' y r � O '��•(j: '_ boa w`'� . /. �_�.� - �. ,. ��. -� �i .�,- I p PROM 'L� GABT ° S 88.51'16" W r i / g�, 29,0 ft. l II , _ ' RIP -RAP `APER TL 9/12', ® It S W �'16'� 'T�i✓.'Ti.� x X �g9 I ( � LO w _ 1111' T �� 1 o p0 - CONTRACT R Tl} REMO`'E w �•> Q _ � D YUGNT 18" P TILE (III r - Z REMAIN UNDI RBED 'REFS AS ;RE TED B'T APPROXIMATE LIMITS OF STATUTORY EASEMENT w s r> o Q /\ OWNER / D vt! OI'EP `"w Z �# FOR FITCH &JESSUP REGULATED DRAIN, e Lj II - x eI MEASURED 75 FEET FROM CENTERLINE OF TILE 60 W = oQ J O� 12 III W co nC)Uj 13 I I i II I ill I r Uj CO S CTION 2 a I 45,800 sq ft I �I11 / \ RIP -RAP do GASION BASKETS TO PROVIDE vJ \ 1 ENERGY DISSIPATION A BENCH FOR CULVERTS 32,417 sq. ft. ` { n I '��. ��37 I II I LI I x a`'R� a< swALE w x � I I I IIpfl'1 I;1 I _ A o o O CJ CO I rn o I w I I III I I v W l -SI TE e� N 0 CQ co .�j APPROXIMATE DIRECTION OP 18" CMP UNDER DRAIN i -A � I I�I / TO BE REMOVED k REPLACED 421 m I — cv �n / M II IIII 0 15 I -toecn STREET 9 C.w • '0 W x 50. ALL FIELD TILES UNCOVERED Cc7 / N I11 I I OD 9 I DURING CONSTRUCTION SHALL BE CONNECTED TO STORM -i o IIII FACILITIES 31 46 1'�4, a II I III r EXIST,NG 18" CMP TILE x 46 t TO REMAIN UNDISTURBED p� Cti►.s An+owt, 37 F II PROPOSED BEEHIVE 2+44 �� T.O.0 - 85416' �n x 36" RCP INV. - 850.168 G C0 tto x �JJ 133.75' 255.97' I W W N 88'51 ' 16" E I VII I I 42 - AREA /88'51'16" E 70 Q r'll lL�/'1 'D' y, / I) VIII I x 0�k 36 0 - -- —ROCKYLL1 t RDsr 40 I ` A 4' WOVEN -WIRE FENCE i W • 1 . L_ j__, J II I I I L GUARD *BEEHIVE (TYP) Y I00 w rrr 111 /T�ITT'll VARIES _ 30'-0' 30'-0" VARIES _.._. / + 0.2 267 40 — --- ------ --- Q4" a -�----- -_ I � � I � ; I 5 74 f�es^/ z II I x co IMIN. ---- r— - -- - --- MIN. �= I Iii PROVIDE 1'-0" MINIMUM COVER 70 465 52 74 18" 18 ( ~Q ( I VIII ALLOVEROCATIONSNEW SEWER IN 2 67 �j I (-- I ��- I w I 65 II 421 N CO MARION 5517 RISER I NO 267 31 "sa, co STONE �5a. ROQKL RD.- �I i A. GAS LINE CONDUIT 135 WATER MAIN 4'-0 (MIN. 42" DEEP) 144 TYPIrm rRnSS- SFr-T1nN To. °q 'f NOT TO SCALE (SEE DETAIL 13/"J FOR FUTHER DETAIL) _ STORM STRUCTURE DATA STR. LOCATION L R DESCRIPTION UPSTREAM ELEVATION DOWNSTREAM ELEVATION TOP OF CASTING O FL CASTING REMARKS 7REESDALE CIRCLE < 48" DEEP > 48" DEEP DUALITY R QUIRED R-3 O1 N 400 10+75 14 DETAIL 6/14 856.86 859.61 NEENAH 3501 TL 401 10+7514 r DETAIL 6/14 856.73 856.65 859.61 NEENAH 3501 TR 402 10+75 r 46 r DETAIL 10/14 856.29 END -SECTION RIP -RAP OFF-SITE STORM 30 x 30 ••• DESIGN NO YES 1080+66 N DETAIL 10/14 856.05 END -SECTION PROVIDE DEBRIS GUARD 109 0+10 N DETAIL 10/14 854.64 18" - END -SECTION RIP -RAP MH/BOX DESIGN YES YES YES L_ APPROVAL _ ; -CURB :INLET TABLE PIPE SIZE STRUCTURE STRUCTURE :ANGLE AND STEPS CU CASTING CURB CASTING < 48" DEEP > 48" DEEP DUALITY R QUIRED R-3 O1 N R-3501 T 12" - 18" 24 x 24 ••• NO YES YES APPRIGN 12" - 21" 30 x 30 ••• DESIGN NO YES YES APPROVAL - 18" - 21" MH/BOX DESIGN YES YES YES APPROVAL 21" - 27" 24 x 36• ••• DESIGN NO NO YES APPROVAL 12" - 24" 36 x 36 ••• DESIGN NO YES YES APPROVAL 24 or DESIGN ••r DESIGN NO NO YES LARGER APPROVAL APPROVAL LARGER MH/BOX PEPRIOVAL YES** NO YES • PIPES NO LARGER THAN 18' CAN BE USED IN THE 24" SIDE OF THE BOX •• INCOMING AND OUTGOING PIPE'S EFFECT STEPS IN THIS STRUCTURE ••• SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM THE TOP OF CASTING TO THE INVERT WILL BE A MANHOLE OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES SPECIAL NOTE: COUNTY MAY REWIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. MATCH LINE SHEET 5 II Till ! VICI�I' ITY MAP NOT TO SCALE 62 W x19 DEVELOPMENT PLAN �� 1 q i 5a 5a II �a 0 II I APPROXIMATE CENTERLINE BURIED 16" TILE, AS L� SCALED FROM MAPS PROVIDED BY U.S.D.A. Z GRAPHIC SCALL' SERVICE SOIL CONSERVATION I Ilk 3� 50 D 25 50 100 200 3 z � I -- Z VJ 3 Qa s5k�9 II I/111 I ( IN FEET ) N Q IIS i l �y6 I 1 inch = 50 ft. 12- 0 O a i ,^ p l CO rn J z x� PROPOSED BEEHIVE 5+46 INDIANAPOLIS WATER COMPANY Lu J I T.O.C. - 853-61' LJ 6°�• 36- RCP INV. - 849.89' PROJECT LEGEND! I E�j § 5 PROJECT NAME TREESDALE -SECTION 1' PROJECT NUMBER J-00-027 $ DRAWN BY: PAW 0 Job # Street Name Pipe Size Pipe ;Type Total Pipe CHECKED BY: ALD PROVIDE tI`-0" MINIMUM COVER OVER NEW STORM SEWER IN ® 1 TREESDALE CIRCLE 8" f?E 120' PROJECT No. ALL LOCATIONS TREESDALE CIRCLE 8" C 935' 9905-008 hJ J1 TREESDALE CIRCLE 6" PVC 120' { E E_ '10. ;; 1�"� • 6; I 2 PRIVATE DRIVE 3" PE 240' TI'tal- -- 1415' A ! 13 EXISTING LEGEND PROPOSED LEGEND LOCATION 6' WOVEN --WIRE FENCE R DESCRIPTION UPSTREAM E ATION DOWNSTREAM I TOP OF ELEVATION ICASTING O FL CASTING REMARKS E' RAIL & POST FENCE 112 7+99 S 24" ROLLED CONCRETE CURB — - —T - - -T UNDERGROUND TE!_EPHONE o�� PROPOSEC SANITARY SEWER — — — — -- -- EASEMENT 1 1431DETAIL 9/8 1 FLOW LINE OF FITCH & JESSUP DITCH SETBACK LIFE , t�. I SUBDIVIS'0�1 BOUNDARY — CENTERUNE PROPOSED 8+t2 BEE J� GAS GAS UNDERGROUND GAS MAIN — — — ADJOINER PROPERTY LINE TCOM UNDERGROUND TELECOMMUNICATIONS 36" RCP INV - 84915' D V --"-- PROPOSED WATER MAIN PROPERTY or R/W UNC — — — — PROPOSED STORM SEWER ---- E E `-- UNDERGROUND ELECTRIC LINE 28+00 STRE[_ S741I0N & ELEVATION W WATER LINE ff cl7- SANITARY SEWS R RIP -RAP & GABION BASKETS TO PROVIDE EXISTING STORM SEWER FOR CULVERTS FLOW 4RR0N & SWALE SFE DTL. 9/12 CONCRETE PAVEMENT 707. PROPOSED GRADE ASPHALT PAVEMENT CLEARANCE ON EACH SIDE OF 769.0 PAI ELG JA''O(d (ROUGH GRADE ) O CURB INLET �., 6"x6" AMER!7ECh PHONE PEDESTAL 85 ' i 7Lj e CINERGY Ei.ECTRiC BOT, FIRE HYDRANT SC, 100' PA.D w �- WATER `✓ALVL STREE' SIGIt I BRAMBLEWOOD \ RIP`RAP w GAS VALVE X 8R 9 t" / INLET + — FLOW ARROW 54" R C.P. S INV. - 848.88' Ex1SrNG COr�r�_;R WITH NEW CULVERT STORM MANHOLE T O.C. - 856 61' • SANITAR MA'rHOI-�_ 54" R C.P N INV. - 848.78' E_X!STII,G 6u1�H 54" R P W INV. - 848.68• �',xIST�NG TREE. STORM STRUCTURE DATA STIR. K LOCATION L R DESCRIPTION UPSTREAM E ATION DOWNSTREAM I TOP OF ELEVATION ICASTING O FL CASTING REMARKS OFF -SM STORM 112 7+99 S DETAIL 9/8 849.20 END -SECTION DEBRIS GUARD 113 1 8+57 S 1 1431DETAIL 9/8 1 1 848.98 END -SECTION , MATCH LINE SHEET 4 DEVELOPER SHOULD PLUG AND CAP ALL WELLS ON THE PROPERTY EXISTING BUILDINGS AND OTHER IMPROVEMENTS ON THE PROPERTY SHOULD BE REMOVED BY THE DEVELOPER. DEBRIS SHOULD NOT BE BURIED ON-SITE I L Z __lam Z� _K L Y L A_`_I�l__ NOT TC SCALE I I i Y X 8 W + PROPOSED BEEHIVE 7+00 I I z 78 i q iil��l Q RCP INV. - 849 89' X , t�. I DEVELOPER SHOULD PLUG AND CAP ALL WELLS ON THE PROPERTY EXISTING BUILDINGS AND OTHER IMPROVEMENTS ON THE PROPERTY SHOULD BE REMOVED BY THE DEVELOPER. DEBRIS SHOULD NOT BE BURIED ON-SITE I L Z __lam Z� _K L Y L A_`_I�l__ NOT TC SCALE I I i Y w Q Ir G X 8 W + PROPOSED BEEHIVE 7+00 I I z 78 T.O.C. - 853.34' 136" q iil��l Q RCP INV. - 849 89' X , t�. I PROPOSED 8+t2 BEE J� EXISTING 18' CMP TNS I TO REMAIN UNDISTUR ED I T. O. C - 853 15' 36" RCP INV - 84915' D I APPROXIMATE DIRECTION OF 18" CMP UNDER DRAIN TO 8E REMOVED do REPLACED W Il �� RIP -RAP & GABION BASKETS TO PROVIDE ENERGY DISSIPATION & BENCH FOR CULVERTS 1I rN & SWALE SFE DTL. 9/12 PLACE CULVERT TO PROVIDE CLEARANCE ON EACH SIDE OF EXISTING FENCE CORNERPOST �., 85 ' i 7Lj e EXITING ARMORED I BRAMBLEWOOD \ RIP`RAP X 8R 9 t" / INLET 1 54" R C.P. S INV. - 848.88' ROTATE TO ALIGN Z WITH NEW CULVERT STORM MANHOLE T O.C. - 856 61' 54" R C.P N INV. - 848.78' 54" R P W INV. - 848.68• X818.9 X 857.6 X i I w Q Ir G OFF—SITE DRAINAGE OUTLET TO BE CONSTRUCTED IN ACCORDANCE WITH THE RULING BY HAMILTON CO. DRAIN.BOARD (ALT No. 1 & 2} DEVELOPMENT PLAN GRAPHIC SCALE 50 0 25 SO IOO ( IN FEET } I inch = 50 ft. z „n z 0 CC u N O w o LL_ w Z LLI > 3 to w p p � Q w w -D v X o a m w m� d r �i 0 � r oC14 CN o - N n w IIIIIIII t; o> Wcoo � O � Q Wria wz .� WQ— W rt'' Z w CL V �dU O cr CQ Cv cc m � I o ro J Cn rO a H Cn w N b � W C m o t` r , W L ...,� �r ) r (� z � Z F z w Cl) Q pm 0 - J i wLu; -1, � O_ o DRAWN BY: PAW CHECKED BY: ALD PROJECT No. 9905-008 SHEET No. 5 lu C X 8 I I X , i I 1 OFF—SITE DRAINAGE OUTLET TO BE CONSTRUCTED IN ACCORDANCE WITH THE RULING BY HAMILTON CO. DRAIN.BOARD (ALT No. 1 & 2} DEVELOPMENT PLAN GRAPHIC SCALE 50 0 25 SO IOO ( IN FEET } I inch = 50 ft. z „n z 0 CC u N O w o LL_ w Z LLI > 3 to w p p � Q w w -D v X o a m w m� d r �i 0 � r oC14 CN o - N n w IIIIIIII t; o> Wcoo � O � Q Wria wz .� WQ— W rt'' Z w CL V �dU O cr CQ Cv cc m � I o ro J Cn rO a H Cn w N b � W C m o t` r , W L ...,� �r ) r (� z � Z F z w Cl) Q pm 0 - J i wLu; -1, � O_ o DRAWN BY: PAW CHECKED BY: ALD PROJECT No. 9905-008 SHEET No. 5 lu C q E T�1 J{ xi'FK t T. w T t :N PT. OF NORTHWEST 1/4, OF SEC` 1ON 22, TOWNSHIP 18 NORTH, RANGE 3 EAST CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA `. All pub4a fight of .ways (public streets) shown hereon and not heretofore dedicated are hereby dedicated to the public for use as a public street. 1. EASEMENTS FOR DRAINAGE AND UTILITIES: The lot is subject to drainage easements and utility easements either separately or in combination, as shown on 'the plat, which are reserved for the use of public/private utility companies and governmental agencies as follows: A. DRAINAGE EASEMENTS (D.E.) are created to provide paths and courses for area and local storm drainage, either overland or in underground conduit, to serve the needs of the subdivision and adjoining ground and/or public drainage system; and it shall be the individual responsibility of the lot .9wnec to 'maintain the drainage across his own lot. Under no circumstances shall said easement be blocked in any manner by the construction or reconstruction of any improvement, nor shall any grading restrict the water flow in any manner. Said areas are subject to construction or reconstruction to any extent necessary to obtain adequate drainage at any time by any governmental authority having jurisdiction over drainage of the subdivision. B. UTILITY EASEMENTS (U.E.) are created for the use of public utility companies, not including transportation companies, for the installation of pipes, mains, ducts, and cables. C. The owner in this addition shall take title subject to the rights of public/private utilities and governmental agencies to sold easements herein granted for ingress and egress in, along and through the strips of ground for the purposes herein stated. The undersigned, Lucky LLC by Gary Aletto, its president, tieing the owner of record of the real estate shown and described hereon, does hereby certify that by the recordation of this instrument, said real estate is hereby laid off, platted and subdivided in accordance with the within plat. This subdivision shall be known and designated as TREESDALE Lucky LLC, by Gary Aletto, its president, State of Indiana SS: County of Hamilton Before me, the undersigned Notary Public in and for said County and State personally appeared Lucky LLC„ by Gary Aletto its president, who acknowledged the execution of the foregoing instrument as his voluntary act and deed for the purposes therein expressed. Witness my hand and Notarial Seal this,___ day of 1999, My Commission Expires: OF My County of Residence is: Under authority provided by Title 36, Acts of 1981, P.L. 309 Section 23, as Amended by Acts of 1982, P.L. 211 Section 4, 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, Indiana, as follows: BOARD OF PUBLIC WORKS: Plat approved: Jaynes Brainard, Mayor Billy Walker, Member Mary Ann Burke, Member Diana Cordroy, Clerk -Treasurer PLAT SUBMISSION DATE: CARMEL / CLAY PLAN COMMISSION Plat approved: Stephen C. Engelking Department of Community Development Carmel, Indiana BOARD OF COUNTY COMMISIONERS CERTIFICATE Under authority provided by Title 36, Acts of 1981, P.L. 309 enacted by the General Assembly of the State of Indiana and all acts amendatory for supplementary thereof, this plat was given approval by the Board of Commisioners of County of Hamilton at a meeting Held Sharon R. Clark Steve Holt Steven Dillinger Jon Ogle, Auditor M NOTES 1. EMPLOY ACCEPTABLE TESTING LABORATORY TO PERFORM MATERIALS EVALt1AT10N, TESTING AND DESIGN OF CONCRETE MIXES, 2. PERFORM SAMPLING AND TESTING DURING CONCRETE PLACEMENT, AS FOLLOWS: - AIR CONTENT ASTM C 173, ONE FOR EACH SET OF COMPRESSIVE STRENGTH SPECIMENS, 6% MINIMUM. - COMPRESSIVE STRENGTH ASTM C 39, ONE SET OF EACH 50 CU. YDS. OR FRACTION THEREOF EACH CLASS OF CONCRETE; ONE SPECIMEN TESTED AT 7 DAYS, ONE SPECIMEN TESTED AT 28 DAYS, AND ONE RETAINED FOR LATER TESTING IF REQUIRED. - WHEN THE TOTAL QUANTITY OF GIVEN CLASS OF CONCRETE IS LESS THAT 50 CU, YDS. STRENGTH TESTS MAY BE WAIVED BY ENGINEER IF FIELD EXPERIENCE INDICATES EVIDENCE OF SATISFACTORY STRENGTH. - TEST RESULTS SHALL BE REPORTED IN WRITING TO ENGINEER, CONTRACTOR AND CONCRETE PRODUCER WITHIN 24 HOURS AFTER TESTS ARE MADE, 3 CONCRETE FOR PAVEMENT, WALKS, AND CURBS SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 3,500 PSI. 4. MIX DESIGN MAY BE ADJUSTED WHEN MATERIAL CHARACTERISTICS, JOB CONDITIONS, WEATHER, TEST RESULTS OR, OTHER CIRCUMSTANCES WARRANT. DO NOT USE REVISED CONCRETE MIXES UNTIL SUBMITTED TO AND ACCEPTED BY ENGINEER. 5. PORTLAND CEMENT ASTM C 150, TYPE AS REQUIRED. 5. ASTM C 33, EXCEPT LOCAL AGGREGATES OF PROVEN CURABILITY MAY BE USED WHEN ACCEPTABLE TO ENGINEER. 7, WATER. DRINKABLE 8. AIR --ENTRAINING ADMiXTUREi ASTM C 260 9 WATER -REDUCING ADMIXTURE: ASTM C 494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS ONLY USE A[JMIXTURES WHICH HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS. 16 PROVIDE FORM MATERIALS WITH SUFFICIENT STABILITY TO WITHSTAND PRESSURE OF PLACED CONCRETE WITH4 'J'r BOW OR DEFLECTION. 1. JOB SITE MIXING: USE DR!,IM TYPE BATCH MACHINE MIXER, MIXING NOT LESS THAN 1 1/2 MINUTES FOP ONE CU. YD. OR SMALL CAPACITY INCREASE MIXING TIME AT LEAST 15 SECONDS =0R EACH ADDITIONAL CU. YD. OR FRACTION THEREOF. 12 READY MIX CONCRETE ASTM C 94 13 CONSTRUCT FORMWORK SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT SIZE, SHAPE, ALIGNMENT, ELEVATION AND POSITION 14. CLEAN AND ADJUST FORMS PRIOR TO CONCRETE PLACEMENT. APPLY FORM RELEASE AGENTS OR WET FORMS AS REQUIRED, P,ETIGHTEN FORMS DURING CONCRETE PLACEMENT IF REQUIRED T`) ELIMINA'E LEAKS. 15 SATISFACTORY SOIL MATEPIAL SHALL BE FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIAL VEGETABLE AND OTHER DELETERIOUS ORGANIC MATTER. SOIL SHALL CONSIST OF NONORGANIC, LOW PLASTIC (P1 20) MATERIAL, 16, SUB -BASE MATERIAL SHALL BE NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL. CRUSHED STONE, CRUSHED SLAG, NATURAL OR CRUSHED SAND. BARRICADE OPEN EXC, ' _i')NS OCCURRING AS PART OF THIS WORK AND POST WITH WARNING, LIGHT_, 18 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAUE CAUSED B,SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. 19 SOILS EXPOSED iN THE BASES OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHALL BE PROTECTED AGAINST ANY DETRIMENTAL CHANGE IN CONDITIONS SUCH AS DISTURBANCE, RAIN OR FREEZING. SURFACE RUNOFF SHALL NOT BE ALLOWED TO ENTER THE EXCAVATION. 1. BENCH MARK SECTION CORNER J--9 ALUMINUM WELD FOUND 0.5' DOWN ® CENTERLINE -CENTERLINE INTERSECTION OF TOWNE ROAD AND 96th STREET. IOCATION BASED ON SECTION CORNER TIES OBTAINED FROM HAMILTON COUNTY SURVEYORS OFFICE. ELEV. - 852.505' GOND. - GOOD 2. ALL PROPOSED SPOT ELEVATIONS SHCWN ARE TOP OF PAVEMENT OR GRADE UNLESS OTHERWISE NOTED 3 ALL CURB RADII ARE 25 FEET TO FACE OF CURLS UNLESS OTHERWISE NOTED 4, ALL STREET DIMENSIONS ARE TO BACK, OF CURB 5 ALL COMMON AREA SHALL BE 60' OR 70' IN Wtf)TH AND SHALL BE MAINTAINED BY HOMEOWNER ASSOC.. 6, A 70' HALF RIGHT-OF-WAY SHALL BE DEDICATED ALONG TOWNE ROAD. 7 ALL EXISTING TREES SHALL BE PROTECTED AND MAINTAINED AS SHOWN 8. ALL EROSION CONTROL MEASURES, TEMPORARY SEEDING, AND PERMANENT SEEDING SHALL CONFORM WITH THESE CONSTRUCTION DOCUMENTS AND THE HAMILTON COUNTY SOIL AND WATER CONSERVATION GUIDELINES. 9. ALL CONSTRUCTION WITHIN EXISTING AND PROPOSED DEDICATED RIGHTS-OF-WAY SHALL CONFORM WITH THESE CONSTRUCTION DOCUMENTS AND ALL REQUIREMENTS AND SPECIFICATIONS OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT AND THE CITY OF CARMEL STREET DEPARTMENT. 10. ALL SANITARY SEWER CONSTRUCTION SHALL BE INSTALLED ACCORDING TO THE CITY OF CARMEL SPECIFICATIONS AND THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 11. DEVELOPER SHALL PAY FOR AND INSTALL ALL REQUIRED STREET SIGNAGE BY THE CITY. 12. LANDSCAPING BERMS AND PLANTINGS SHALL COMPLY WITH THE CARMEL SUBDIVISION CONTROL ORDINANCE. 13. SERVICE LATERALS SHALL NOT BE INSTALLED UN1IL THE WATER MAINS HAVE PASSED CHLORINATION TESTING. 14. WATER SERVICE SHALL BE CONNECTED TC THE SUBDIVISION FROM THE EAST SIDE OF CAMDEN WALK. 15. SANITARY SEWERS SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER AT THE LOCATION SHOWN AND ALONG TOWNE ROAD. I& STORM WATER DRAINAGE SHALL BE CONVEYED TO THE PROPOSED DETENTION POND, THEN OUTLET TO THE FITCH & JESSOP LEGAL DRAIN. 17. SEE SHEET 4 & 8 FOR GRADING, CONCRETE & ASPHALT NOTES AND DETAILS 18. SEE SHEETS 13, AND 14 FOR SITE AND GRADING DETAILS. 19, SEE SHEETS 9, 10, 1 1, AND 12 FOR EROSION CONTROL PLAN, NOTES, & DETAILS. 20. SEE SHEET 8 FOR SANITARY SEWER NOTES AND DETAILS 21. SEE SHEETS 15, 16, AND 17 FOR PLAN AND PROFILES 22. BY GRAPHIC PLOTTING THE ABOVE DESCRIBED TRACT DOES NOT LIE WITHIN A DELINEATED WETLAND PER U.S. DEPARTMENT OF INTERIOR WETLAND INVENTORY MAP, OF THE CARMEL WEST QUAD EFFECTIVE DATE 1990. 23. BY GRAPHIC PLOTTING THE ABOVE DESCRIBED TRACT DOES NOT LIE WITHIN A KNOWN FLOOD PLAIN; ZONE (C) PER FEMA FLOOD INSURANCE RATE MAP, PANEL No. 180081-0011C EFFECTIVE DATE MAY 19, 1981. lA�VAi^,�, OF ��NAG&DNG NOTES CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. 2, ALL GRADING/EARTHMOVING WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. 3. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE SOIL EROSION. 4. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT THE ENTRANCE TO THE SITE ALONG TOWNE ROAD ONLY. 5. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY AS PRACTICAL WITH TEMPORARY SEEDING PER AMOUNTS SHOWN IN NOTE #8 AND WITH EROSION CONTROL BLANKETS ON ALL SLOPES AND AREAS SHOWN 6. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS FINAL GRADING IS COMPLETED FOR EACH DRAINAGE STRUCTURE OR EXCAVATION. 7. SURFACE WATER SHALL BE DIVERTED AWAY FROM THE PROJECT AREA WHEREVER POSSIBLE. AS EARTHWORK CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL TAKE CARE TO AVOID CREATING ANY INADVERTENT RUN-OFF ACCUMULATION. AT THE END OF EACH WORK DAY. THE CONTRACTOR SHALL SURVEY THE SITE AND MAKE ANY NECESSARY EARTHWORK ADJUSTMENTS TO INSURE PROPER DRAINAGE AND AVOID POTENTIAL HAZARDS TO ADJACENT LANDOWNERS. 8. DURING CONSTRUCTION ALL PERMANENT SLOPES SHALL BE TEMPORARILY SEEDED WITH A MIXTURE OF MULCH, CROWN VETCH AT THE RATE OF 20 LBS. PER ACRE, TALL FESCUE AT THE RATE OF 25 LBS. PER ACRE, 20 LBS. RYE GRASS PER ACRE, AND 5 LBS. RED TOP GRASS PER ACRE IMMEDIATELY AFTER CONSTRUCTION. CUT AND FILL SEEDING ALONG STREETS SHALL BE 25 LBS. TALL FESCUE PER ACRE, 20 LBS. RYE GRASS PER ACRE, 15 LBS. BLUE GRASS PER ACRE. ALL CUT AND FILL AREAS SHALL BE SEEDED WITH 40 LBS. OF ANNUAL RYE GRASS IMMEDIATELY FOLLOWING EXCAVATION. 9. ALL SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEANING AND GRUBBING OPERATIONS AND SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 10 ALL SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PLANS AS APPROVED BY THE CITY OF CARMEL AND SOIL AND WATER. 11. THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROTECTION MEASURES DURING CONSTRUCTION SUCH AS, BUT NOT LIMITED TO SILTATION BASINS, SILT TRAPS, STRAW BALE DAMS, SOIL CEMENT, MULCH AND SEEDING, SOIL STABILIZATION FABRIC, AND JUTE NETTING 12. PRIOR TO CONSTRUCTION OF ANY PERMANENT STRUCTURES, ALL TOPSOIL AND ORGANIC MATTER, FROZEN, WET SOFT, LOOSE, OR UNDESIRABLE SOIL SHALL BE REMOVED, TOPSOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF SIX INCHES (6") OR AS NECESSARY TO REMOVE ORGANIC MATTER IN THE AREAS TO BE OCCUPIED BY ROADS, WALKS AND DESIGNATED BUILDING AREAS. 13. TOPSOIL SHALL BE SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER ANY CONSTRUCTION AREAS OR FUTURE EXPANSION AREAS. 14 STORM SEWER STRUCTURES SHALL COMPLY WITH CURRENT SPECIFICATION OF THE CITY, COUNTY AND ALL AGENCIES IN RESPECT 10 DESIGN AND QUALITY OF CONSTRUCTION. GRANULAR BACKFILL SHALL BE REQUIRED UNDER ALL PAVEMENT AREAS AND WITHIN 5 FEET OF THE EDGE OF PAVEMENT AREAS. 15. PRE CAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH ASTM C-478. 16. TRENCHES SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTIONS, AND SHALL BE PROPERLY PROTECTED AND/OR BARRICADED WHEN LEFT. 17. TRENCHES SHALL BE SHEETED AND GRADED AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES, ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH O.S.H.A. STANDARDS TO PROTECT WORKMEN. 18. THE SUBGRADE SHALL BE PROOF ROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL, 19. ALL FILLED PLACES UNDER PROPOSED STORM AND SANITARY SEWER LINES AND/OR PAVED AREAS SHALL BE COMPACTED TO 90 % OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED AASHTO T-180 COMPACT TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-99 20 EXTRA STRENGTH REINFORCED CONCRETE PIPE TO BE PLACED UNDER PAVED AREAS AND A MINIMUM COVER OF 24" SHALL BE MAINTAINED 21. STORM WATER SEDIMENT TRAPS SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 22. ANCHOR ALL EROSION CONTROL BLANKETS AS REQUIRED PER MANUFACTURERS RECOMMENDATIONS. 23 ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING. 24 THE SUBDIVISION DOES NOT LIE WITHIN A KNOWN FLOOD PLAIN (ZONE C) PER FEMA FLOOD INSURANCE RATE MAP, PANEL NO. 180081 -001 1 -C, EFFECTIVE DATE MAY 19, 1981. SITE NOTE N�QTESNOTES 1. SITE INFORMATION WAS TAKEN FROM WEIHE ENGINEERS, INC. DATED APRIL 3, 1996 AND A SURVEY BY WEIHE ENGINEERS, INC., DATED JUNE 8, 1995 AND A SURVEY BY KEELER-WEBB ASSOCIATES, DATED JANUARY 27, 1999, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING SITE CONDITIONS PRIOR TO STARTING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND /OR STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 3. THE CONTRACTOR SHALL CONSULT WITH THE LOCAL WATER COMPANY, PROVIDE ALL MATERIALS AND LABOR, AND PAY ALL COSTS NOT BORNE BY THE LOCAL WATER COMPANY TO PROVIDE ANY THE WATER SERVICE. 4. THE CONTRACTOR SHALL CONSULT WITH THE LOCAL GAS COMPANY, PROVIDE ALL MATERIALS AND LABOR, AND PAY ALL COSTS NOT BORNE BY THE LOCAL GAS COMPANY TO PROVIDE THE NEW GAS SERVICE 5. THE CONTRACTOR SHALL CONSULT WITH THE LOCAL POWER COMPANY, PROVIDE ALL MATERIALS AND LABOR, AND PAY ALL COSTS AND FEES NOT BORNE BY THE LOCAL POWER COMPANY TO PROVIDE THE NEW UNDERGROUND ELECTRICAL SERVICE. 6. THE CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE COMPANY, AND SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED WHICH ARE NOT BORNE BY THE TELEPHONE COMPANY TO PROVIDE THE NEW TELEPHONE SERVICE. 7. ALL UTILITY SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL THE LATEST APPLICABLE CODES AND TO EACH UTILITY'S AND/OR CITY'S STANDARDS. 8. SOIL BORINGS HAVE BEEN PERFORMED AT THIS TIME, A SOIL BEARING CAPACITY OF 1500 PSF HAS BEEN ASSUMED 9, PROVIDE SLEEVES FOR MECHANICAL WORK AS REQUIRED. 10. NOTIFY ENGINEER AT LEAST 1 DAY (24 HOURS) PRIOR TO PLACING ANY CONCRETE. I1 AREAS BETWEEN CURBING, PAVING AND RIGHT-OF-WAY SHALL. BE FILLED WITH 4" OF TOPSOIL SUITABLE FOR LANDSCAPING. 12. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS SHALL BE IN ACCORDANCE WITH iNDOT SECTION 211. 13 REFER TO INDOT STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. 14. THE CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF THE DEBRIS FORM THE AREAS SHOWN ON THE DEVELOPMENT PLAN 15. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF THE CONTRACTOR. 16 THE CONTRACTOR SHALL BE REQUIRED TO DEMOLISH AND REMOVE DESIGNATED FOUNDATION WALLS, RETAINING WALL, CURBING, CONCRETE SLABS, PAVING, TANKS, AND STRUCTURES SHOWN. P5 HALT_ PAVEMENT & SUBGRADE SPECIFICATIONS THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. 1. THE AREA TO BE PAVED SHALL BE CLEARED OF ALL ROCK, DEBRIS, ROOTS AND VEGETATION. AN APPROVED SOIL STERILANT SHALL BE UTILIZED TO PREVENT THE GROWTH OF WEEDS. 2. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF SUBGRADE CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE REPLACEMENT MATERIAL SHALL FILL THE UNSTABLE AREA FOR THE ENTIRE DEPTH OF THE COMPACTED SUBGRADE AND MEET THE SUBGRADE COMPACTION REQUIREMENTS. THE SUBGRADE SHALL BE SI -WEED TO THE TRUE LINES AND GRADE AS SHOWN ON THE PLANS. 3. THE SUBGRADE SHALL BE COMPACTED TO 95% LABORATORY DENSITY AS DETERMINED BY AASHTO METHOD T-99. 4. THE SUBGRADE AND FINISH PAVING SHALL BE TESTED BY AN APPROVED TESTING COMPANY FOR UNIFORM SMOOTHNESS, DENSITY AND GRADE AT AREA LOCATIONS NEAR WHERE SHOWN ON THIS PLAN, THE CONTRACTOR SHALL HAVF_ THE PROJECT ENGINEER PRESENT FOR THIS TESTING. 5. SLOPE PAVEMENT 0.5% MINIMUM TO INSURE PROPER SURFACE DRAINAGE. r. THE HOT MIX ASPHALT BASE MAY BE PLACED DIRECTLY ON THE PREPARED SUBGRADE IN ONE LIFT TO THE REQUIRED COMPACTED THICKNESS AS SHOWN ON THE PLANS. 7. THE HOT MIX ASPHALT BASE SHALL BE PLACED IN ONE LIFT TO THE TRUE LINE AND GRADES AS SHOWN ON THE PLANS. THE PAVING MIXTURE SHALL BE PLACED AND COMPACTED AT A TEMPERATURE BETWEEN 250 F. (121 C) AND 300 F. (149 C.) 8. THE PAVING MIXTURE SHALL BE TRANSPORTED TO THE JOB SITE IN CLEAN, WELL -COVERED TRUCKS WITH SMOOTH DUMP BEDS. THE BASE AND SURFACE MIXTURES ARE TO BE PLACED WITH SELF CONTAINED. POWER PROPELLED PAVERS CAPABLE OF PLACING THE MIX TO THE REQUIRED DIMENSIONS AS SHOWN ON THE PLANS, 9. ASPHALT GRADE SHALL BE DETERMINED BY ITS ABILITY TO SATISFACTORILY COAT THE AGGREGATE, RESIST RUTTING AND REMAIN STIFF DURING HIGH TEMPERATURES, AND AND SUSTAIN FREEZE/THAW CYCLES IN ADDITION TO THE CONSIDERATIONS OF ANTICIPATED WEATHER, MIXING PROCESS AND CURING RATE 1 n. SEE DETAIL SHEET 13 FOR PAVEMENT CROSS -"SECTIONS. 11. MATERIALS AND WORK SHALL CONFORM TO APPROPRIATE SECTIONS OF THE INDOT STANDARD SPECIFICATIONS LATEST EDITION. DO NOT APPLY TACK COAT OR ASPHALTIC CONCRETE PAVEMENT WHEN THE TEMPERATURE IS LESS THAN 40' F, OR IF SURFACE IS WET. 12 TACK COAT SHALL COMPLY WITH AASHTO M140 (ASTM D977) OR M208 (ASTM D2397). 13. ASPHALTIC CEMENT SHALL COMPLY WITH AASHTO M226 (ASTM D338) FOR VISCOSITY -GRADED MATERIAL OR M208 (ASTM D2397). 14 MINERAL FILLER SHALL COMPLY WITH AASHTO M17 (ASTM D242). 15. ROLL / COMPACT PAVEMENT UNTIL MAXIMUM DENSITY IS ATTAINED AND ROLLER MARKS ARE ELIMINATED. THE DENSITY SHALL 'BE NOT LESS THAN 97% PER ASTM D188 OR BY NUCLEAR DENSITY METER IN ACCORDANCE WITH ASTM 2590. GENERAL NOTES I. ALL LOTS SHOWN SHALL PROVIDE A MINIMUM SIDE YARD SETBACK OF 10 FEET, 2. ALL STREET RIGHT-OF-WAY SHALL BE DEDICATED TO THE PUBLIC. 3. ALL INTERNAL STREET PROPERTY LINE INTERSECTIONS ARE ROUNDED WITH A 25 FOOT RADIUS. 4. ALL LOTS SHOWN SHALL PROVIDE A MINIMUM REAR YARD SET13ACK OF 20 FEET. 5, PROPOSED SUBDIVISION SHALL MEET THE REQUIREMENTS OF SECTIONS 6.3.9-6.3.18 7-11A (FRONTAC;F PIAC:F nRnINANCF)- ANn 7n (OPFN 'RPA('F cTen,naanc rnp 0 GENERAL NOTES 1. INSTALLATION OF ALL NEW FACILITIES SHALL BE INSPECTED AND APPROVED BY THE WATER COMPANY. i. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACCEPTABLE WORKMANSHIP PRACTICES AND THESE ENGINEERING- STANDARDS. ANY WORK NOT ACCEPTED BY THE WATER COMPANY SHALL BE REDONE UNTIL COMPLIANCE WiTH THESE ENGINEERING STANDARDS iS ACHIEVED. 3. ALL APPROPRIATE PERMITS SHALL BE ON THE JOBSITE. 4. ORDERS GIVEN BY THE WATER COMPANY RELATING TO QUALITY OF MATERIALS AND WORKMANSHIP MUST BE OBEYED AT ONCE BY THE CONTRACTOR. 5. ALL MATERIALS USED SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE WATER COMPANY AT ALL TIMES AND SHALL NOT BE USED BEFORE BEING INSPECTED AND APPROVED BY THE WATER COMPANY. MATERIAL REJECTED BY THE WATER COMPANY SHALL BE IMMEDIATELY REMOVED FROM THE JOBSITE, 6. THE CONTRACTOR SHALL GiVE AT LEAST SEVEN (7) DAYS NOTICE TO THE WATER COMPANY IMMEDIATELY PRIOR TO. STARTING CONSTRUCTION. 7. NO WORK SHALL COMMENCE UNTIL THE PRECONSTRUCTION MEETING HAS BEEN CONDUCTED AND THE INSTALLING CONTRACTOR HAS AN APPROVED SET OF PLANS IN HIS POSSESSION. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE APPROVED PLANS AND SHALL BE INSPECTED AND APPROVED BY THE WATER COMPANY. 8. WHEN APPLYING FOR A MAIN EXTENTION. CONTRACT, SPECIAL CONDITIONS THAT INVOLVE ANOTHER AGENCY, SUCH AS CROSSING A RAILROAD OR A HIGHWAY, MAY EXIST, ALL CONDITIONS OF THE OTHER AGENCY MUST BE SATISFIED. ALL DESIGNS, DRAWINGS AND CALCULATIONS SUBMITTED TO ANOTHER AGENCY SHALL ALSO BE SUBMfTTED TO THE WATER COMPANY FOR APPROVAL. 9. CONSTRUCTION SHALL COMMENCE WITHIN ONE -HUNDRED AND TWENTY (120) DAYS AFTER THE DATE OF THE CONSTRUCTION PERMIT ISSUED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. IF CONSTRUCTION ON THE MAIN INSTALLATION IS HALTED FOR MORE THAN 120 DAYS, PLANS MUST BE RESUBMITTED FOR REVIEW AND APPROVAL. 10. THE DEVELOPER SHALL SECURE ALL PERMITS AND PAY FEES REQUIRED FOR THE MAIN EXTENTION. 11. THE MAIN EXTENTiON SHALL BE ACCURATELY SURVEYED AND STAKED IN ACCORDANCE WITH THE APPROVED PLANS. 12. PRIOR TO THE INSTALLATION OF THE WATER MAINS IN DEDICATED STREETS AND EASEMENTS, CONSTRUCTION MUST HAVE PROGRESSED TO AN ELEVATION OF NO MORE THAN 6 INCHES BELOW FINAL GRADE. 13. ALL VALVE BOXES AND FIRE HYDRANTS SHALL BE ADJUSTED TO THE FINAL GRADE BY THE CONTRACTOR. 14. ALL MATERIALS NEEDED TO COMPLETE THE WORK SHALL BE ON HAND. 15. WHEN OPENING OR CLOSING VALVES ON THE EXISTING SYSTEMS, ONLY THE APPROPRIATE COMPANY PERSONNEL ARE AUTHORIZED TO OPERATE VALVES. 16. IF A CONSTRUCTION DELAY OF 10 DAYS OR MORE SHOULD OCCUR ON THE PROJECT, A RENOTIFICATION OF THREE (3) WORKING DAYS SHALL BE GiVEN TO THE WATER COMPANY. 17. WATER MAINS SHALL BE DISINFECTED AND HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE IWC CURRENT STANDARDS. 18. CONTRACTOR SHALL OBTAIN A COPY OF I.W.C. SPECIFICATION AND DETAILS AND ADHERE TO APPLICABLE STANDARDS OF PRACTICE A,C,F,G,I,J,O. PIPELINE MATERIALS 1. ALL PIPELINE MATERIALS NECESSARY FOR THE COMPLETE INSTALLATION OF THE WORK SHALL BE FURNISHED BY THE DEVELOPER OR HIS CONTRACTOR. ALL MATERIAL SHALL BE NEW AND SHALL COMPLY WITH THE SPECIFICATIONS THAT FOLLOW UNLESS APPROVAL FOR OTHER IS GIVEN BY THE ENGINEER. 2. ALL PROJECTS WILL BE REQUIRED TO USE PVC PIPE UNLESS SPECIAL APPROVAL IS GRANTED BY THE ENGINEER. 3. PVC PIPE SHALL CONFORM TO THE LATEST EDITION 0F ANSI/AWWA C900 AND C905 WITH CAST IRON PIPE O.D., , F OR PVC PIPE. MATERIALS FROM WHICH THE PIPE IS MANUFACTURED SHALL HAVE BEEN TESTED AND APPROVED FOR CONVEYING POTABLE WATER BY THE NATIONAL SANITATION FOUNDATION AND THE UNDERWRITER'S LABORATORIES, AND SHALL BE MARKED WITH THE U/L LOGO. WHERE FITTINGS ARE REQUIRED, DUCTILE IRON FITTINGS SHALL BE USED. AN 1 - NCH PIPE IR T PROVIDE A 4. PIPE WALL THICKNESS FOR 6 -INCH, 8 INCH, 10-INCHD 2 I E SHALL BE AS REQUIRED 0 0 DE MINIMUM WALL THICKNESS WITH A DR OF 18 FOR PRESSURE CLASS 150 AS DEFINED IN ANSI/AWWA C900. 5. JOINTS FOR PVC PiPE SHALL BE SLIP-ON WITH INTEGRAL BELL. AND SPIGOT PiPE, OR PIPE WITH EXTRUDED TYPE COUPLINGS, MEETING THE REQUIREMENTS OF ASTM D-3139, EXCEPT FLEXIBLE ELASTOMERIC GASKETS MEETING THE REQUIREMENTS OF ASTM F 477. 6. ALL PVC FITTINGS (6 -INCH THROUGH 12 -INCH) SHALL BE COMPLETE WITH ALL ACCESSORIES AND CONFORM TO CLASS 150 (DP 18) ANSI/AWWA STANDARD C907. 7. CONTRACTOR SHALL USE APPROVED MANUFACTURES BY THE INDIANAPOLIS WATER COMPANY. 8. THE DUCTILE IRON FITTINGS SHALL BE COMPLETE WITH ALL ACCESSORIES AND SHALL CONFORM TO ANSI/AWWA C110/ A2110, 350 PSI PRESSURE RATING THE JOINTS SHA L BE 0F THE STANDARDARD MECHANICAL JOINT TYPE CONFORMING To ANSI/AWWA C111/A21.11 OR PUSH ON TYPE CONFORMING ANSI/AWWA C111/A21.11. ALL FITTINGS SHALL BE CEMENT MORTAR UNED CONFORMING TO ANSI/AWWA C104/A21.4 WITH POLYETHYLENE ENCASEMENT (SECTION 5.16) AND SHALL BE COATED OUTSIDE WITH A BITUMINOUS COATING. FITTINGS SHALL HAVE DISTINCTLY CAST UPON THEM THE PRESSURE RATING AND LETTER "DI" OR "DUCTILE". HYDRANTS 1. DRY TOP CONSTRUCTION - THE OPERATING THREADS SHOULD BE ISOLATED FROM POTENTIALLY CORROSIVE ENVIRONMENTS, AiR AND WATER AND SHOULD BE LUBRICATED WITH A FOOD GRADE LUBRICANT. 2. NATIONAL STANDARD PENTAGON OPERATING NUT, OPENED BY TURNING CLOCKWISE. 3. "TRAFFIC" OR "SAFETY" MODEL WITH BREAKOFF FLANGE AND COUPLING ASSEMBLY. 4. SHALL HAVE A 5-1/4 INCH VALVE OPENING. 5. SHALL HAVE TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD HOSE THREAD OF 7-1/2 PER INCH, 6. SMALL HAVE ONE 4-1/2 INCH STEAMER NOZZLES WITH 6 SHARP V -THREADS PER -INCH. 7. NOZZLES ARE TO BE SCREWED INTO THE UPPER SECTION; O-RING SEALED AND HAVE A PIN OR SCREW TO PREVENT BACKING OUT. 8. UPPER VALVE PLATE IS TO BE BRONZE. 9. MAIN VANE SEAT MUST BE BRONZE TO BRONZE THREADS. 10. HYDRANT WILL BE EQUIPPED WITH A MECHANICAL STOP TO PREVENT OVER -TORQUING THE STEM 11. EPDXY COATED LOWER VALVE PLATE AND HYDRANT SHOE. 12. 5 -FOOT BURY AND OPTION FOR 6 -FOOT BURY. (COLOR CODING WILL DISTINGUISH 6 -FOOT BURY.) 13. LOWER BARREL TO BE DUCTILE IRON EQUIVALENT TO CLASS 52 PIPE. 14. HYDRANTS TO BE PAINTED INDIANAPOLIS WATER COMPANY (BLUE/GREEN) AND THE PAINT SHOULD BE 7 TO 8 MIL. IN THICKNESS, WITH REFLECTIVE WHITE PAINT ON BONNET FLANGE. 15. SHALL HAVE LOOP RING CONNECTIONS FOR TRACING WiRE. 16. HYDRANTS SHALL BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE LOCATION SHALL PROVIDE COMPLETE ACCESSIBILITY AND MINIMIZE THE POSSIBLE OF DAMAGE FROM VEHICLES OR INJURY TO PEDESTRIANS. WHEN PLACED BEHIND THE CURB, THE HYDRANT BARREL SHALL BE SET SO THAT NO PORTION OF THE PUMPER OR THE HOSE NOZZLE CAP WILL BE LESS THAN TWENTY-FOUR INCHES FROM THE GUTTER FACE OF THE CURB. ALL HYDRANTS SHALL STAND PLUMB WiTH THE PUMPER NOZZLE FACING THE CURB. HYDRANTS SHALL BE SET TO THE ESTABLISHED GRADE, WITH AS THE ENGINEER. OR A� DIRECTED BY E E G BREAK RING THREE INCHES ABOVE THE GROUND ASSHOWN 17. UNLESS OTHERWISE DIRECTED BY THE ENGINEER, A DRAINAGE AREA TWO FEET IN DIAMETER AND TWO FEET IN HEIGHT SHALL SHALL BE EXCAVATED ABOVE THE BASE OF EACH HYDRANT. THE AREA SHALL BE FILLED AND COMPACTED WITH COARSE GRAVEL OR BROKEN STONE MIXED WITH COARSE SAND, UNDER AND AROUND THE BASE OF THE HYDRANT TO A LEVEL ABOVE THE WASTE OPENING. NO HYDRANT DRAINAGE AREA SHALL BE CONNECTED TO A SEWER. 18. A REACTION OR THRUST BLOCKING SHALL BE PROVIDED AT THE BASE OF EACH HYDRANT AND SHALL NOT OBSTRUCT THE DRAINAGE OUTLET OF THE HYDRANT. THE SIZE AND SHAPE OF CONCRETE THRUST BLOCKING AND THE NUMBER AND SIZE OF RESTRAIN RODS SHALL BE APPROVED BY THE ENGINEER, MATER MAIN SHAT_- NOT BE �_OCAT'.D IN T;IC SAME ,RENS, I AS SANITAR) SEWERS. NATER MAIN LnYRJG PARALLEL TO EAER GRADE -Al TYPICAL DEPTH OF WAT ANOTHER UTILITY FACILITY 3',6",& 8" PIPE i r i ' tLEPHONE, GAS, FLECTRiC., SHOULD HAVE 4 1 :;; j / ,'� �, �i� i;/! WATER MAIN CABLEVISION, ETC.) OF COVER 10" & LARGER PIPE �� i� % !�.�/�% NOEEPARATION OF 3fC SHOULD HAVE 4' OF COVER i / ` -�%� / ' • , . WiTH ANY U iLITY R iRED. SANITARY OR STORM SEWER WATER MAIN CROSSING SEWER l SAN!TARY S•EW€$ w JOINT JOiN ,D SCALE: NOT ',0 SCALE X VALVES 1. THE TYPE, SIZE, AND LOCATION OF VALVES SHALL BE AS SHOWN ON THE PLANS. EXCEPT AS MODIFIED OR PROVIDED HEREIN, ALL GATE VALVES IN PiPE LINES SHALL BE 200 PSI, IRON BODY, RESILIENT - SEATED, TIGHT CLOSURE GATE VALVES WiTH NON-RiSING STEMS CONFORMING WITH ALL APPLICABLE REQUIREMENTS OF ANSI/AWWA C509. ALL VALVES FURNISHED SHALL OPEN RIGHT IN ACCORDANCE WITH THE WATER COMPANY STANDARD WITH 2 - INCH AWWA NUTS. KEYNUTS ARE TO BE PAINTED RED. 2. VALVE ENDS SHALL BE OF THE MECHANICAL JOINT OR PUSH ON TYPE. CONFORMING TO ANSI/AWWA C111/A21.11 EXCEPT WHERE FLANGED ENDS ARE REQUIRED BY THE PLANS. 3. THE SEAT SHALL CONSIST OF A TOTALLY ENCAPSULATED DiSC OF MOLDED RUBBER COMPLYING WITH ASTM D 2000. THE SEAT IN THE CLOSED POSITION MUST PROVIDE A BUBBLE TIGHT SEAL ACROSS THE DISC OF A FULL DIFFERENTIAL PRESSURE OF 200 PSI. 4 EACH VALVE SHALL BE TESTED FROM BOTH DIRECTlONS BY THE MANUFACTURE, URE FOR BUBBLE TI B E G HT 200 PSI DIFFERENTIAL SEALING ABiUTY. EACH VALVE SHALL ALSO BE TESTED IN THE `DISC UP" POSITION AT 400 PSi RESULTING IN A FULL SHELL TEST. THERE SHALL BE NO LEAKAGE AT ANY OF THE VALVE'S JOINTS OR CONNECTIONS. 5. ALL INTERNAL PARTS SHALL BE ACCESSIBLE WITHOUT REMOVING THE MAIN BODY FROM PRESSURE LINE. 6. NOMINAL 10 MILS THICKNESS TO PROTECT ALL INTERIOR AND EXTERIOR EXPOSED IRON SURFACES. COMPLIES FULLY WITH AWWA C 550 AND IS CERTIFIED TO NSF61. 7. STEM AND STEM NUT ARE TO BE MACHINED FROM FORGED MANGANESE BRONZE BAR STOCK. 8. ALL VALVES MUST HAVE A FULL ROUND, SMOOTH UNOBSTRUCTED OVERSIZED FLOW WAY WHICH SHALL BE AT LEAST AS LARGE AS THE CONNECTING PIPE INSIDE DIAMETER. 9. ALL BOLTS AND NUTS THAT FASTEN THE BONNET TO THE VALVE BODY THE BONNET THRUST PLATE TO THE BONNET AND THE KEYNUT TO THE STEM SHALL BE AISI TYPE 304 OR 316 STAINLESS STEEL. 10. A MINIMUM OF TWO SYNTHETIC POLYMER THRUST WASHERS PROVIDE LOW OPERATING TORQUE RESULTING IN EASIER VALVE OPERATION. 11. A MINIMUM OF TWO O-RING SEALS ARE REQUIRED. ONE IS TO BE ABOVE THE THRUST COLLAR, ONE BELOW. THESE ARE TO RETAIN LUBRICATION ON THRUST COLLAR AND ISOLATE iT FROM WATER WAY AND OUTSIDE CONTAMINATION. THE TOP 0 -RING SEAL CAN BE REPLACED WITH VALVE FULLY OPEN AND UNDER PRESSURE. THRUST BLOCKING 1. CONCRETE, KICK BLOCKS AND THRUST BLOCKS SHALL BE SIZED FOR THE INTERNAL STATIC WATER PRESSURE OF 100 PSI PLUS 100 PSI WATER HAMMER AND SOIL BEARING CAPACITY. STANDARD SIZES OF THRUST BLOCKS ARE SHOWN IN IWC STANDARD SPECS. 2. BLOCKING SHALL BE CONSTRUCTED BACK AGAINST THE VERTICAL FACE OF UNDISfURBED EARTH OR SHEETING LEFT IN PLACE. THE CONCRETE SHALL BE PREVENTED FROM ENCLOSING MORE THAN HALF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE KEPT AWAY FROM JOINTS OR BOLTS IN THE PIPING. 3. JOINT RESTRAINT DEVICES SHALL BE USED AT ALL BENDS AND FITTINGS WHERE THRUST BLOCKS CANNOT BE USED DUE TO EXISTING FIELD CONDITIONS OR WHERE JOINT RESTRAINT DEVICES ARE SPECIFICALLY REQUIRED. DISINFECTION OF THE WATER MAINS 1. THE WATER COMPANY WILL DISINFECT THE PIPE, THE CONTRACTOR/DEVELOPER WILL PREPARE THE TRENCH AT THE CHLORINATION EXCAVATION MEETING OSHA STANDARDS AND HELP PERFORM THE CHLORINATION WORK TO THE SATISFACTION OF THE WATER COMPANY. 2. THE WATER COMPANY SHALL COLLECT WATER SAMPLES FOR BACTERIOLOGICAL TESTING. WHEN SATISFACTORY SAMPLES RESULTS APPROVED BY THE WATER COMPANY OR OBTAINED, THE MAIN WiLL BE PLACED iN SERVICE. POLYETHYLENE (PE) PIPE AND FITTINGS 1. POLYETHYLENE MATERIAL- POLYETHYLENE PIPE AND FITTINGS SHALL CONFORM TO THE LATEST EDITION OF ANSI/ AWWA 0901 AND C906. MATERIAL USED iN THE MANUFACTURE OF POLYETHYLENE PIPE OR FITTINGS SHALL CONFORM TO THE PE STANDARDS CODE PE 3408. 2. WALL THICKNESS- MINIMUM PIPE WALL THICKNESS, OR STANDARD DIAMETER RATIO (SDR) SHALL BE AN 13.5 SDR FOR PIPE 6 -INCHES THROUGH 24 -INCHES IN DIAMETER AND SDR 11 FOR PIPE 3 -INCHES iN DIAMETER. 3. IRON PIPE SIZE VERSUS DUCTILE IRON PIPE SIZE -DUCTILE IRON PIPE SIZES SHALL BE USED ON ALL PROJECTS. INSTALLATION 1. ALL MATERIALS FURNISHED BY THE CONTRACTOR/DEVELOPER, INCLUDING PIPE, FITTINGS, VALVES, HYDRANTS AND OTHER ACCESSORIES SHALL AT ALL TIMES BE HANDLED WITH CARE To AVOID DAMAGE. IN LOADING AND UNLOADING, THEY SHALL BE LiFTED BY HOIST IN SUCH A MANNER AS TO AVOID SHOCK. UNDER NO CIRCUMSTANCES SHALL THEY BE DROPPED. 2. PIPING SHALL BE LAID TO THE LINES AND GRADES OF 54 INCHES OF COVER OVER THE TOP OF THE PIPE BARREL TO FINISHED GRADE FOR 3 -INCH, 6 -INCH, AND 8 -INCH PIPE AND 48 INCHES OF COVER OVER THE TOP OF THE PIPE FOR 12 -INCH AND LARGER PIPE. PIPELINES OR RUNS INTENDED TO BE STRAIGHT SHALL BE LAID STRAIGHT. CURVES MAY BE FORMED BY USING FITTINGS OR BEVELED JOINTS. 3. THE TRENCH SHALL BE DUG TO THE ALIGNMENT AND DEPTH REQUIRED BUT ONLY SO FAR IN ADVANCE OF PIPE LAYING AS THE WORK PERMITS. THE TRENCHED SHALL BE SO BRACED AND DRAINED SUCH THAT WORKMEN MAY PERFORM THEIR DUTIES THEREIN TO AVOID CONTAMINATION. IT IS ESSENTIAL THAT THE DISCHARGE FROM PUMPS BE LED TO NATURAL DRAINAGE CHANNELS OR TO DRAINS. 4. THE TRENCH WIDTH MAY VARY WITH AND DEPEND UPON THE DEPTH OF THE TRENCH AND THE NATURE OF THE EXCAVATED MATERIAL ENCOUNTERED; BUT IN ANY CASE , SHALL BE AN AMPLE WIDTH TO PERMIT THE PIPE TO BE LAID AND JOINTED PROPERLY AND THE BACKFILL TO BE PLACED AND COMPACTED PROPERLY. 5. THE TRENCH SHALL BE EXCAVATED TO PROVIDE A UNIFORM AND CONTINUOUS' BEARING AND SUPPORT FOR THE PIPE BARREL ON SOLID AND UNDISTURBED GROUND AT EVERY POiNT BETWEEN JOINTS. 6. IF LOCAL CONDITIONS PERMIT THEIR REUSE, ALL SURFACE MATERIALS SUITABLE FOR REUSE IN RESTORING THE SURFACE SHALL BE KEPI' SEPARATE FROM THE GENERAL EXCAVATION MATERIAL. 7. BEFORE LOWERING ANY MATERIALS INTO THE TRENCH FOR ASSEMBLY, THE PIPE, FITTINGS, VALVE OR FIRE HYDRANT SHALL BE THOROUGHLY INSPECTED IN AN APPROPRIATE MANNER SO AS TO DETERMINE ANY DEFECTS, DAMAGE OR UNSOUNDNESS OF THE MATERIAL. ANY DEFECTIVE, DAMAGED, OR UNSOUND PVC PIPE, VALVE, FIRE HYDRANT OR FITTING SHALL BE REJECTED. 8. WHEN THE PVC PIPE IS LAID, IT SHALL BE FREE OF ALL FOREIGN MATTER AND CLEANED BY SWABBING BEFORE IT IS PLACED IN THE TRENCH. 9, PROPER IMPLEMENTS, TOOLS AND FACILITIES SATISFACTORY TO THE COMPANY SHALL BE PROVIDED AND USED BY THE CONTRACTOR/DEVELOPER FOR THE SAFETY AND CONVENIENT PROSECUTION OF THE WORK. ALL PVC PIPE, FITTINGS, 'VALVES, AND HYDRANTS SHALL BE CAREFULLY LOWERED INTO THE TRENCH PIECE BY PIECE BY MEANS OF DERRICK, ROPES OR OTHER SUITABLE TOOLS OR EQUIPMENT, IN SUCH MANNER, AS TO PREVENT DAMAGE TO PIPE, PIPE COATING, OR PIPE. UNDER NO CIRCUMSTANCES SHALL PIPE OR ACCESSORIES BE DROPPED OR DUMPED INTO THE TRENCH. 10. AFTER PLACING A LENGTH OF PVC PIPE IN THE TRENCH, THE SPIGOT FOR THE JOINT SHALL BE PROPERLY LUBRIC- ATED IN ACCORDANCE WiTH MANUFACTURER REQUIREMENTS. THE SPIGOT END SHALL THEN BE CENTERED IN THE BELL, THE PIPE FORCED TO THE MARKS ON THE PIPES AND BROUGHT INTO TRUE ALIGNMENT. 11. AT TIMES WHEN PVC PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY APPROVED MEANS, AND AT NO TIME SHALL TRENCH WATER BE PERMITTED TO ENTER THE PIPE. 12. CUTTING OF PVC PIPE FOR INSERTING VALVES, FITTINGS, OR CLOSURE PiECES SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER WITHOUT DAMAGE TO THE PIPE. WHEREVER IT IS NECESSARY TO CUT PVC PIPE, WHICH PIPE iS EQUIPPED WITH A SLIP JOINT TYPE BELL END, THE CUT END OF THE PIPE SHALL BE ADEQUATELY BEVELED SO AS TO PREVENT THE EDGE OF THE PIPE FROM CUTTING OR TEARING THE GASKET AS THE SPIGOT END IS INSERTED INTO THE BELL OF THE ADJOINING PIPE OR FITTING. 13. UNLESS OTHERWISE DIRECTED, PVC PIPE SHALL BE LAID WITH BELL ENDS FACING IN THE DIRECTION OF LAYING. 14. CONCRETE BLOCKING SHALL BE INSTALLED WHERE AND AS SHOWN ON THE DRAWING. 15 BEFORE LAYING THE PIPES, ALL PUMPS, BLISTERS, AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE BELL SPIGOT ENDS OF EACH PIPE. THE PIPE ENDS SHALL THEN BE WIPED UNTIL CLEAN AND DRY. 16. GATE VALVES AND PiPE FITTINGS SHALL BE SET AND JOINTED TO NEW PIPE IN THE MANNER HERETOFORE SPECIFIED FOR CLEANING LAYING AND JOINTING PIPE. . 17. DUCTILE IRON VALVE BOXES SHALL BE FIRMLY SUPPORTED, AND MAINTAINED CENTERED AND PLUMB OVER THE OPERATING NUT OF THE VALVE, WiTH BOX COVER FLUSH WITH THE SURFACE OF THE FINISHED PAVEMENT OR AT SUCH OTHER LEVEL AS MAY BE DIRECTED. 18. THE BOWL OF EACH HYDRANT SHALL BE WELL BRACED AGAINST UNDISTURBED EARTH AT THE END OF THE TRENCH AND TIED TO THE MAIN WITH ACCEPTED JOINT RESTRAINTS TO PROHIBIT THE HYDRANT OR VALVE FROM BECOMING DISCONNECTED FROM THE MAIN. 19. THE WATER MAINS TO BE INSTALLED WILL BE CONNECTED TO THE EXISTING DISTRIBUTION SYSTEM BY THE DEVELOPER/ CONTRACTOR AS SHOWN ON THE PLANS. THE CONTRACTOR/DEVELOPER SHALL NOT PLACE THE MAINS IN SERVICE OR OUT OF SERVICE BY OPENING OR CLOSING THE VALVES UNLESS SO DIRECTED BY THE WATER COMPANY, 20. WHERE CONNECTIONS ARE MADE BETWEEN NEW WORK AND EXISTING PIPING, SUCH CONNECTIONS SHALL BE MADE USING SUITABLE FITTINGS TO SUIT THE CONDITIONS ENCOUNTERED. 21. ALL BACKFILL IN PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH THE RULES AND REGULATIONS OF THE PREVAILING GOVERNMENTAL AUTHORITY. 22. DUE TO THE INSULATING PROPERTIES OF POLYVINYL CHLORIDE AND POLYETHYLENE, THEY CANNOT BE LOCATED BY ELECTRONIC SENSING DEVICES. THEREFORE, THE CONTRACTOR SHALL INSTALL INSULATED #10 SOLID COPPER WIRE AND IDENTIFICATION RIBBON ALONG WITH ALL PIPE INSTALLATIONS OF PVC AND PE. 23 THE #10 SOLID COPPER WIRE MUST BE LAID DIRECTLY OVER THE MAIN THE WIRE MUST BE ATTACHED TO THE PIPE AT REGULAR INTERVALS TO ENSURE IT STAYS IN PLACE DURING BACKFILL. 24. AT EACH VALVE AND HYDRANT, THE WIRE SHALL BE BROUGHT TO GROUND LEVEL. 25. WHERE ALL COUPLING CONNECTIONS ARE MADE IN THE WiRE, AN OVERHEAD LOOP KNOT SHALL BE MADE TO PREVENT THE COUPLING FROM PULLING LOOSE. 26. ALL CONNECTIONS ON THE WIRE ARE TO BE MADE WITH LAWSON 10 GAUGE BUTT CONNECTOR SOLDER CONNECT TERMINALS OR EQUIVALENT. 27. THE CONNECTIONS WILL BE TAPED WITH ELECTRICAL MOISTURE SEALANT PATCHES. I '�. P 111 i II 'I i1 �- --- 2 MIN. - -- - 1"R RFCFIVl` -)R kEi;EIVt BOR P;T OR i TCS ., LAS?INC P'n: j BORE PIT I - ----- --_..- ------ .- 4__ ---- DIS ,.ANC: ��BOR - ---- _____ ----- ---- PVC PIPE 5/16"� P R rr- A' r .DS OF l_AJ I r" I - '!PF CASTING AGER A ? THAI �AJ Bb E JB BLOCKED UP IN SUCH l_-' i S _)PACERS R cl !IRF 7) A WAY A` T,� r RESENT THc F NTRANCE OF FOREIGN MATERIAL, PFR LFNG;I PirF 5U ^' ," 'C) PASS 8" PIPE "LOWER SEC f�UiE ly A L J C4�If� PIPs .', NS' SHA_, BE . 3wNF (. _ L 6" WF-DiN3 2" VA:.VE OPERATING , WELD ,HAL ,CN TO AWtiVA. C206. VALVE BOX MUST GE RES11? ^ `JF.? _ BS. APPRVMAT WEIGH? g0 ! �I ,N mI tk'ST:Nv 3� . RnM R . wA _'Nr Ami b z A5 APPROVED 5' CCV�'A,,y Sri RA ;I WiRE I r.4 I � NIT VCR; THAN PAVEMENT 71-7 IT, -vrRANTS MUST BE I RES'. RAN' "ice TC THE TEE ` W TH HF RRANCH PIPING z OF DLC IRON ENCASED a a IN PO_Y WRAP r C' i ;10TATE SWIVEL TEE TO INSTALL THE 1YDRAN' IN THE GRASS STRIP BETWEEN a� O ':URB AND SIDEWALK iW'I'v'i TEL - ELBOW SOLID PLACE LOOSE STONE OR EARTH q R EKi N,RA ONE OR GRAVFI AS SHOWN =i>R DRAIN 66"" HYDRANT BRANCH �M/ND HIMAW SMN 6" & 8" MAINS) ! LN SCALL: NOT SCALE SCT',_': 13T "C SC.1i_E DO NOT PLACE VALVES BETWEEN CURBS HOSE CONNECTION (CARRIED ON SERVICE TRUCK) 2 ' !2' & 2" NOSE BLUSHING 2" x t'• GALVANIZED NIPPLE PROTECT THREADS WITH HYDRANT CAP WHEN NOT IN JSE /-•8" VALVE BOX AND LID GROUND _INE PVC 90' "+-1-- 18" PVC UPPER BAR41i CP' LRATING CURB Kik---# & LOCK WING I i PVC SLEEVE - / 112" B.I. VALVE STEM-} '//',/VALVE STEM ADAPTFR I I i j 4" y &�- I I WATER MAIN PLUG WITH A 2" TAP --j 2" x 8" NIPPi - GIL 2" POS l�1 +y T LJ n V. I ,{ I 8 3, a. y VALVE BOX -fi) APPROx V 12 . D ; CAST IRON ! GROOVES 1/4" WIDE - 1/8" DEEP STi4NDARD 8" SCALL.: NOT O SC; l -, "VC PLUG OR 2 12" BRASS �C v5 DISCHARGE �T"(,A. VA'IONAL STANDARC F'RF HREAD CONNECTIONS THREAD END - GROUND LINE BREI. {=- GALV. STREET 'It-" WITH AUTG ,?RAiN WOOD FOR BRACING S"1 ONE AND GRAVE! X/// 2 9PCNZ BOD'' 9AI_L VALVE W/ CHROME PLATTED BALL AUTOMATIC WEEP '.a s' n ,. ,;�' LD; . 'SPECIAL FOR I.W.C. 0 r � O � w C/� W > U7) + > � w H- CC 6) IJ m o cD cQ Q O � N N � IIII{III w 11111 U O CIO �1 ice• . 0> w � W � p 01 `t N 01 O 1 •� I d �T h Q M Q D `f W Z W _j - W z o O Q =mow W LLj w00oc UJ'tC • 0 eo IN rnIm � I z F � ol a1 toCIS G m ko 4 r m A r� n W L) ..,� L) V/ _ P4 U 4 cl W w IL � W 04 �! 3 04 O lU � v� a - U DRAWN BY: PAW CHECKED BY: ALD P;RCJECT No. 9905--008 SHEET No. 7 '�. P i II 'I -F 1"R i I I 5/16"� I r" I .J l_-' i 8" PIPE "LOWER SEC ly I I 2" VA:.VE OPERATING 1 i I r VALVE BOX _ BS. APPRVMAT WEIGH? g0 ! VALVE BOD i++-! };AST IRON 'SPECIAL FOR I.W.C. 0 r � O � w C/� W > U7) + > � w H- CC 6) IJ m o cD cQ Q O � N N � IIII{III w 11111 U O CIO �1 ice• . 0> w � W � p 01 `t N 01 O 1 •� I d �T h Q M Q D `f W Z W _j - W z o O Q =mow W LLj w00oc UJ'tC • 0 eo IN rnIm � I z F � ol a1 toCIS G m ko 4 r m A r� n W L) ..,� L) V/ _ P4 U 4 cl W w IL � W 04 �! 3 04 O lU � v� a - U DRAWN BY: PAW CHECKED BY: ALD P;RCJECT No. 9905--008 SHEET No. 7 T I '�. P �r T I MINiMUM OF 6" FOPS):L OVER EXCAVATION -- T^ ENSURE GROUND COVER GROWTH 1 BUILDING ' LATERAL ' I MINIMUM - ✓\ V ';� //�,/ V v, �,� -TRUNK LINE SIZE 4" %�/�//� i�; LATERAL MINIMUM SIZE- 6'3 BURRI-4 � , MA / \ OR EQUAL �RANU� A .,MPAC LD `0 95 % STANDARD RCCT,^,R / / - '8 BE DEN_,TY #E CRUSHED S10N A MINIMUM 4" DIA.. PIPE CL'tAN OUT - - __--_-. _- I R APPROVED A_ SHALL BF INSTALLED WITHIN / iw/i CLASS ' BEDDING MATERAL HAND TAMPED U %v�v� OR WALKE0 !NTO PLACE (3� FEST ',F ONSIDE BUILDING WALL � 1 _ _ _ j� A PLUG SPECIFIED BY THE PIPE. (T\) MANUFACTURER SHALL BE USED TO /�-_- _ �/� L ENSURE 1009 WATERTIGHTNESS. ;�, A - �14k_L B INSTALLED N 6" .. COMPACTION OF ;RANULAR \, , :r; �, �\/\�j\ i 9A.ANCEG . ,LIS BACK FILL IS CRITICAL "NDER /8 BEND----, WYE AND BEND ,F PROPER A MiN!M M 9" 7F �,rLa COMPACTION CANNO' BE 25 0 D +''2" Ht ACHIEVED, PLACE A M,N. OF. 6" �S ALL PROV N ACr cE OF rHF INS ALL=D OF CLASS B CONCRETE AROUND I I BEN° PLASTIC PIPE TRENCH DETAIL (N/','5' OF PAVEMENT) r-73' FROM -----I SCA _- l BUILDING SF RVICE WYE I I I I LOCATOR J ROD OR MAG- NETIC TAPE INSTAL -ED) ER SECTION 7 02- C --- nIGt1T-WAY NE - ,--_ - - - - IL k'F - -- r 30 MIN FALL=� 4" ?ER FOOT L3E'. HOLES SHAL` BE PR( ,'OED uNDLR PIPE SAN. -Al LATERAL CONNECTIONS VOT To SCALL �-- VlMMUM OE 1' ,OaS 'NFR EX';AVA',0N TO ENSURE ,RCU^ ` -_O',' P GR^W CALL 112' - ' GENERAL NOTES: 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL PORTIONS OF THIS PROJECT PRIOR TO STARTING CONSTRUCTION. 2. ALL SANITARY LATERALS SHALL BE MARKED FOR EASY IDENTIFICATION. 3. ALL WATER / SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH THE TEN STATES STANDARDS AND LOCAL CODES. 4. WHERE WATER AND SEDER LINES DO CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE THE SEWEF P 4 F THE SEWER N -- LINE A MINIMUM OF 18 OF COVER SHALL BE PROVIDED 8 0 E SE E LINE SHALL BE �_0 STRUCTED OF WATERWORKS GRADE CAST IRON PIPE WITH MECHANICAL JOINTS. 5. WHERE WATER LINES AND SEWER LINES RUN PARALLEL WITH ONE ANOTHER, A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION SHALL BE MAINTAINED. 6 NO ROOF DRAINS}. FOOTING DRAINS, AND/OR SURFACE WATER DRAINS MAY BE CONNECTED TO THE SANITARY SEWER JYSTEM INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION. 7. BUILDINGS SHALL BE SERVICED BY A 6" MINIMUM SANITARY SEWER LATERAL. THE SEWER LATERALS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE POST SET DIRECTLY ABOVE SAID TERMINATION POINT THE ENDS SHALL BE PULLED AND SEALED WITH A WATER TIGHT CLAY OR PLASTIC DISC. WYES ARE TO BE TILTED UP 45 DEGREES FROM HORIZONTAL, WITH SUITABLE FITTINGS FOR ALL CHANGES IN DIRECTION. PIPE INSTALLATION: 1. FLEXIBLE GASKETED JOINTS SHALL BE COMPRESSION TYPE SO THAT WHEN ASSEMBLED, THE GASKET INSIDE THE BELL WILL BE COMPRESSED RADIALLY ON THE PIPE SPIGOT TO FORM A WATERTIGHT SEAL 2 INSPECT PIPING BEFORE INSTALLATION TO DETECT ANY DEFECTS. MARK DEFECTIVE MATERIALS WITH WHITE PAINT AND PROMPTLY REMOVE FROM SITE. 3. INSTALL PIPING BEGINNING AT LOW POINT OF SYSTEM, TRUE TO GRADES AND ALIGNMENT INDICATED, WITH UNBROKEN CONTINUITY OF INVERT. 4 PLACE BELL ENDS OR GROOVE ENDS OF PIPING FACING UPSTREAM 5INSTALS GASK OTHERINACCORDALN E WITH M N REQUIREMENT RECOMMENDATIONS FOR USE OF LUBRICANTS, 6. CLEAN INTERIOR OF PIPING OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH JOINT AS IT IS COMPLETED 7. PLACE PLUGS IN ENE OF UNCOMPLETED CONDUIT AT END OF WORKDAY OR WHENEVER WORK STOPS. 8. FLUSH LINES BETWEEN MANHOLES IF REQUIRED TO REMOVE COLLECTED DEBRIS. 9. MAKE INSPECTIONS AFTER LINES BETWEEN MANHOLES OR MANHOLE LOCATIONS HAVE BEEN INSTALLED AND APPROXIMATELY 2 FEET OF BACK. FILL IS IN PLACE, AND AGAIN AT COMPLETION OF PROJECT 10. IF INSPECTION INDICATES POOR ALIGNMENT, DEBRIS, DISPLACED PIPE, INFILTRATION, OR OTHER DEFECTS, CORRECT SUCH DEFECTS AND REINSPECT. 11. PERFORM TESTING OF COMPLETED PIPING IN ACCORDANCE WITH LOCAL AUTHORITIES HAVING JURISDICTION. SANITARY MANHOLE: 1. TOP OF MANHOLE SHALL BE PRE CAST CONCRETE ECCENTRIC CONE OR FLAT SLAB TOP TYPE, AS INDICATED. 2, BASE OF MANHOLE SHALL BE PRE CAST CONCRETE BASE RISER SECTION AND INTEGRAL FLOOR AS INDICATED. 3, ALL CASTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM AND ALL ABOVE DETAILS. 4. CASTINGS SHALL BE OF UNIFORM QUALITY FREE FROM BLOW HOLES POROSITY, HARD SPOTS SHRINKAGE DISTORTION OR OTHER DEFECIS THEY SHALL BE SMOOTH AND WELL -CLEANED by SHOT BLASTING 6R OTHER APPROVED METHOD. 5. ALL WEIGHTS SHALL NOT DEVIATE FROM THE TOLERANCES PERMITTED BY ASTM STANDARDS. 6, NO OPEN PICK HOLES SHALL BE ALLOWED. 7 ALL CASTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM A-48-43, CLASS 35B, AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 35,000 PSI. 8. TO CONNECT A SANITARY SEWER TO A MANHOLE PROVIDE, EITHER A FLEXIBLE BOOT 'KOR-N-SEAL 1 OR 2 CAST -IN-PLACE DURA -SEAL GASKET, A' -LOCK GASK7 OR AND APPROVED EQUAL. ALL K - - T R DUAL T AN EXISTING A A FLEXIBLEOR N SEAL' B00 0 E CONNECf10NS 0 E S NG MANHOLE SHALL BE 9. ALL FLEXIBLE BOOT CONNECTIONS SHALL BE PLACED IN REINFORCED CONCRETE BASE AND SECURED TO THE PIPE BY A STAINLESS STEEL CLAMP. FLEXIBLE CONNECTORS SHALL CONFORM TO ASTM C-923. 10. ALL CONNECTIONS SHALL PROVIDE A WATERTIGHT SEAL BETWEEN THE PIPE AND MANHOLE. THE CONNECTOR SHALL BE THE SOLE ELEMENT RELIED UPON TO ASSURE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE. 11. PLACE PRE CAST CONCRETE SECTIONS AS INDICATED. WHERE MANHOLES ARE LOCATED IN PAVEMENT, SET TOPS OF FRAMES AND COVERS FLUSH WITH FINISH SURFACE. ELSEWHERE, SET TOPS 3" ABOVE FINISH SURFACE, UNLESS OTHERWISE INDICATED, 12. INSTALL ALL MANHOLES IN ACCORDANCE WITH ASTM C-891. 13. WHERE THE CONTRACTOR CONNECTS TO AN EXISTING MANHOLE, IT SHALL BE REHABILITATED TO THE CURRENT STANDARDS OF THE CITY OF CARMEL. THIS SHALL INCLUDE THE FLOW CHANNEL, AS WELL AS NECESSARY MEASURES TO REDUCE INFILTRATION AND INFLOW AT REQUIRED LEVELS. 14. MANHOLE BACK FILLING AND COMPACTION SHALL COMPLY WITH THE REQUIREMENTS AS SPECIFIED FOR THE ADJACENT SEWER. 15. PLACE TAP CONNECTIONS TO EXISTING PIPING AND UNDERGROUND STRUCTURES SO THAT FINISHED WORK WILL CONFORM AS NEARLY AS PRACTICAL TO REQUIREMENTS AS SPECIFIEb FOR NEW WORK 16 BEDDING AND BACK FILL MATERIALS SHALL BE AGREED UPON PRIOR TO CONSTRUCTION BY THE ENGINEER AND THE CONTRACTOR. SAMPLES WILL BE OBTAINED AND KEPT BY THE CONTRACTOR NO SIGNIFICANT DEVIATION FROM THIS MATERIAL WILL BE PERMITTED FOR USE WITHOUT THE AUTHORIZATION BY THE ENGINEER AND THE LOCAL AUTHORITY. NOTE MANHOLE STEPS SHALL BE POLYPROPYLENE, COATED STEL RPNFORCING OR AN APPROVED NON -CORROSIVE F-iBERCLASS MATERIAL THE COPOLYMER POLYPROPYLENE SHALL THE MANHOLE CHIMNEY'S INCLUDING Aii_ RISER RINGS SHALL R=_ 'EALED USING iNFI--SHIELD MEET THE REQ.IIREMEN`SDF ASTM D-4101 REINFGRCED WITH UNIBAND" OR APPROVED EQUA!.. PR OR TO PLACEML NT, THE 0 4- INEHES Or THE MANHOLE CONE AND CASTING FRAME SHALL BE CLEANED AND PRIMED, irE UN! SHALL EXTEND DEFORMEC 3/8" MIN. DIAMETER REINFORCING STEEL C'OMFORM- FROM 3 --INCHES BELOW THE TOP OF THE CONE SECTION TO 2- NCHES OVER "HE FLANGF DI T� ING TO THE REQU!RFMENTS OF ASTM A-615- GRAQE 60 MANHOLE CASTING FRAME, NON -COATED CAST IRON STEPS ARE NOT ACCEPTABLE. FRAME AND COVER AS SPECIFIED (SEE SHEET 3) s[ F n , u5 IANC RUG _ PRECAST CONCRETE ADJUSTER NOTE: �E A RING 4" MIN. - 12" MAX. BUTYL RUBBE COATING SHALL BE _-- --- (SEE DETAIL) APPLIED AROUND EACH MANN 3L_E N< JOINT FROM 6" ABOVE TO 6" BELOW 5"MI EACH )IN . THE APPROPR A F PRIMER SHALt BE APPLIED PRIOR TO APPLYING k THE RUBBER COATING. INSIDE JOINTS � %� PLACE DI4ME7E_R " A, IN _E ECCENTRIC CONE SECTION 70 BE FILLED WITH PRECOAT PLD); Rr.`C%PV _D 'AS VA _R'.A; v MATE:RiAL EAC K; "WAY 'S[ E_ DE -A.2 NOTE: MANHOLE CONFORMS / SET SECTPDN 5 D4 w TO ASTM.0-- 478 PLAN y�Ew 0 -RING GASKET BETWEEN JOINT CONFORMS TO vu 3• ALL RISER AND CONE < ASTM C-443 SECTIONS, PLUS 1/2" : EXTRUDABLE GASKET w (KENT SEAL OR EQUAL) - - - -- _ MINIMUM N 6" LEVEL, BOTH SIDES - 4-1/2- PER FOOT SLOPE , -- ` - PRECAST CONCRETE �1 J .' ' 3" MINIMUM SECTIONS 6" OR 8" PER -- # 4 - 0 12" O.0 -B.W. - SECTION 5.04E MANHOLE BASE SET z NOMINAL 1/2" BUTYL RUBBER ON 6' OF #2 STONE BASE EXTRUDABLE PREFORMED 3" MIN. - 1f' - - GASKET MATERIAL (TYP.) i-- GASKET DETAIL SECTION 'A -A' STANDARD MANHOLE FOR PIPE SIZES 8" THRU 24" r4 NOT TO SCA1-E CLAY WEST REGIONAL SANITARY SEWER SPECIFICATIONS 1 STANDARD SPECIFICATIONS OF THE CLAY WASTE DISTRICT AND INDIANA DEPARTMENT OF HIGHWA'(S SHALL APPLY FOR ALL WORK: AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 715, 2. SANITARY SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM D-3034 (S.D R. 35) AND ASTM 2321. PVC PIPE SHALL HAVE GROOVED BELL AND GASKET. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 12454B 3. PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-3034-89 SPECIFICATION. FITTINGS IN '-IZES THROUGH 8 SHALL BE MOLDED IN ONE PIECE WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS SPECIFIED IN SECTIONS 6.2 AND 7 3.2 FITTINGS 10" AND LARGER SHALL BE MOLDED OR FABRICATED IN ACCORDANCE WITH SECTION 7.11 WITH MANUFACTURERS STANDARDS PIPE BELLS AND GASKETS. WALL THICKNESS OF FITTINGS SHALL BE SDR 26 AS DEFINED IN SECTION 7.4 1 OF THE SPECIFICATIONS. GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MINIMUM CROSS-SECTIONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F-477 SPECIFICATION. FITTINGS SHALL BE MANUFACTURED BY HARCO OR EQUAL. 4, ALL SANITARY MANHOLES SHALL BE "PRE CAST CONCRETE" MANHOLES IN ACCORDANCE WITH ASTM C-478 AND SECTION 720 O -RINGS SHALL CONFORM TO C-443. KENT SEAL OR EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS AND CASTINGS, MANHOLE STEP SPACING SHALLBE AA MORE THAN 1S6 -INCHES. MANHOLES SHALL BE AIR TESTED FOR LEAKAGE IN BYC�HE N�GATNEHAIRTeRF,1S RE 9(31/ACUTUM) TEST EST METHOD FOR CONCRETE SEWER MANHOLES A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICE MUST BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFACTURER AND ACCEPTED BY THE ENGINEER. B. WITH THE TTMESIN E 1INFLATE C�)RESION BANDTO FORTY (40) PSI TO EFFECT A SEAL BETWEEN THE VACUUM BASE AND THE STRUCTURE. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN. 3 DRAWESA VACUUMOFOF TEN (10) INCHESFN.OFHIS. AND CLOSE THE f VALVE H� TH C. ACCEPTED STANDARDc. FOR LEAKAGE ORDNC WTHBL NEFAPESµjlf�I �AO OUR ?4)LIFOOI DIAMEIERSHED FROM �AAANHrSLE MUSTEBEELAPSED TIME RIN MANHOLE DEPTH MINIMUM ELAPSED TIME FOR A PRESSURE CHANGE OF 1 INCH OF HG. 10 FEET OR LESS 60 SECONDS >11? R� BUT <. FEET 4F�8NB5 F�R MANNHQL� FIIVVE ) FFW I IN AIA j R,,� A�D AN1 A� ITp�'L NAL FFIFT�EL � 5� S�CONG AND I LEL" 5 (R � TN G NEERWILL DETE�RMIN LIF T E APP ICAB'� O ' I %,M�ERHE ELAPSED TIME. D IF MANHOLE FAIL` THE TEST, NECESSARY REPAIRS MUST BE MADE AND THE VACUUM TEST AND REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST. E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE DISASSEMBLED AND THE JOINT SEALANTS REPLACED F MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED 5. BUTYL RUBBER COATING SMALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 6 -INCHES ABOVE TO 6 -INCHES BELOW EACH JOINT THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRE COAT PLUG MATERIAL. 6. THE MANHOLE CHIMNEY'S INCLUDING ALL RISER RINGS SHALL BE SEALED USING INFI-SHIELD "UNIBAND" OR APPROVED EQUAL. PRIOR TO PLACEMENT, THE TOP 4 -INCHES OF THE MANHOLE "ONE AND CASTING FRAME SHALL BE CLEANED AND PRIMED, THE UNIBAND SHALL EXTEND FROM 3 -INCHES BELOW THE TOP OF THE CONE SECTION TO 2 -INCHES OVER THE FLANGE OF THE MANHOLE CASTING FRAME 7. THE CASTING ELEVATIONS ARE SET BY PLAN, HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY THE ENGINEER'S REPRESENTATIVE, SHOULD A DISCREPANCY ACCUR BETWEEN PLAN GRADE AND EXISTING GRADE NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL BE 12 -INCHES. 8. BACK FILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH GRANULAR MATERIAL TRENCHES OPENING WITHIN 5 -FEET OF PAVED ROADWAYS SHALL BE BACK FILLED WITH GRANULAR MATERIAL IN ACCORDANCE WITH SECTION 211. BACK FILL UNDER SIDEWALKS SHALL BE GRANULAR, UNLESS THE WALKS ARE CONSTRUCTED A MINIMUM OF 6 MONTHS AFTER BACK FILL HAS BEEN IN PLAC E. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION. 10. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET OF PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATION AND INVERT TO INCLUDE LATERAL LOCATION, DEPTH AND LENGTH. SUCH AS BUILT" PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE POST SET IMMEDIATELY" ABOVE THE SAID TERMINATION POINT. 11 ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST. SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM 1417-92, AND SHALL BE WITNESSED BY AN ENGINEER AND A REPRESENTATIVE OF THE CLAY WASTE DISTRICT. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE 1. ADD 0 5 PSIG FOR EACH FOOT OF WATER ABOVE THE SEWER LINE BEING TESTED. 12 DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACK; FILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 57. DEFLECTION TEST RESULTS. ('THE FOLLOWING ARE CONSIDERED NON -FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE fRON PIPE AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE -POINT MANDREL_. PROVING RINGS SHALL BE AVAILABLE. 13 ALL MANDREL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER FOR CERTIFICATION AND A REPRESENTATIVE OF THE (;LAY WASTE DISTRICT. 14, THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH A BRACED PLASTIC DISC OR CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE 15, BEDDING FOR FLEXIBLE PIPES SHALL BE NO. 8 CRUSHED STONE FROM 6 -INCHES BELOW THE PIPE TO 12 -INCHES ABOVE THE PIPE. BEDDING FOR RIGID PIPE SHALL BE NO, 8 CRUSHED STONE FROM 6 -INCHES BELOW THE PIPE TO THE SPRING UNE OF THE PIPE AND FROM THIS POINT TO i 2 - INCHES ABOVE SHALL BE FILL SND OR EQUIVALENT. MANHOLES SHALL BE PLACED ON NO LESS THAN 6 -INCHES OF NO 8 CRUSHED STONE BEDDING. 16, WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH TEN STATES' STANDARDS. 17, TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION, AND SHALL BE PROPERTY PROTECTED AND/OR BARRICADED WHEN LEFT UNATTENDED. 18. N WATL SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION. CONTRACTOF SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET. ANY PIPE ENTERING EXISTING SEWERS SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL. BRACED PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS HAVE BEEN COMPLETED AND THE LINES HAVE PASSED ALL PUNCH LISTS. ADJUSTING RING DETAIL 19 ALL SEWER LATERALS INSTALLED BY THE MAINLINE CONTRACTOR SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER. 20. FORTY-EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE CLAY REGIONAL WASTE DISTRICT PRIOR TO THE START OF SEWER CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO ANY TESTING DONE IN THE SEWER. 21. MANHOLE CASTINGS SHALL BE STAMPED "SANITARY SEWER" (NEENAH CASTING R 1642 OR EQUAL AND B� SELF-SEALING TYPE. WATERPROOF CASTINGS SHALL BE NEENAH R -1916-F1 AND S AMPED SANITARY SEWER". 22, THE MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT ARE SIZE OF PIPE MINIMUM CON�TRUCEQ SLOPE 8 -INCH 040% 10 -INCH 0.287 12 -INCH 0 22% 15 -INCH 0.157 18 -INCH 0.12% 23. THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOLE SECTION AS CONSTRUCTION PROGRESSES, SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON-SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS. 24- IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES. 25. SEE SHEET 17 FOR PLAN AND PROFILE OF SANITARY SEWER EXTENTION. Ai 26. 95% PROCTOR DENSITY SHALL BE REQUIRED FOR ALL FILL .AREAS OVER THE PROPOSED SANITARY SEWER FROM EXISTING GRADE TO FINISH GRADE. 27. AIR AND MANDREL TESTING MUST BE PERFORMED AFTER THE INSTALLATION OF ALL OTHER UTILITIES. Al 28. PROVIDE A MINIMUM OF THREE FEET OF COVER OVER ALL PORTIONS OF THE SANITARY SEWER. TABLE 1 TIME IN MINUTES AND SECONDS REQUIRED FOR PRESSURE DROP FROM 3.5 PSIG TO 2-5 PSIG (BASED ON 0 003 CFM PER SQ. FT AND 2.0 CFM) PIPE DIAMETER D IN INCHES 4 6 8 10 12 15 18 21 24 27 30 33 36 39 25 :04 :10 18 28 :40 1:02 1:29 2:01 258 3 20 4:08 459 5:56 6:58 25 50 :09 :20 35 :55 1:19 2:04 258 4:03 5-17 6:41 8:15 9:59 11:53 1157 50 75 :13 :30 53 1:23 1 59 3:06 4 27 6:04 7 55 1001 12 23 14.58 17:00 1825 75 100 18 .40 1:11 1:50 238 4:08 5:56 8:05 10:39 12:45 14 11 15:35 100 125 :22 50 1 28 2:18 3.18 5:09 7 26 9:55 11 20 125 150 :26 59 1:46 2:45 3:58 611 8:30 150 175 :31 1:09 2:03 3:13 4 37 7:05 175 4, 200 35 1:19 2:21 3:40 5 17 200 a a 225 :40 1.29 2:38 4:08 5 40 225 0 250 44 1:39 2 56 4 352 '�C, Lj 275 48 1 49 3.14 4:43 275 ui 300 :53 1:59 3:31 300 350 1:02 2:19 3 47 350 400 1:10 2:38 400 450 1:19 2:50 450 500 1:28 50C 550 1:37 550 600 1 :46 600 650 1 53 2:50 3 47 4 43 5:40 7:05 8:30 9:55 11:20 12:45 14:11 15:35 17:00 18:25 650 STANDARD MANHOLE BENCHES NC; ^ SCA' OIO LO v1 r O J w W .v (n 1LL u) C) 0 rn O-) O O O O w Q N O w Illlllil ILII) O U� I m \7 WF O O 0 II o w �W > Q Wr: 67 Z a wz ui Z O � W � n.LJ c7� O J c0 V fW- 4 U 0 m ,n cc o y I ^o:a e' rr 7 c o J � m • k cnzw vi s, Q a o ao m w q m m o v tl C: C; n ^r , IN • i U v' OR `kALKE N�� s.• .. r,AN�TA'�LF: F" d) V PLASTIC PIPE TRENCH DETAIL /VCF,� THAN 5' RnAd VM-. CALL 112' - ' GENERAL NOTES: 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL PORTIONS OF THIS PROJECT PRIOR TO STARTING CONSTRUCTION. 2. ALL SANITARY LATERALS SHALL BE MARKED FOR EASY IDENTIFICATION. 3. ALL WATER / SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH THE TEN STATES STANDARDS AND LOCAL CODES. 4. WHERE WATER AND SEDER LINES DO CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE THE SEWEF P 4 F THE SEWER N -- LINE A MINIMUM OF 18 OF COVER SHALL BE PROVIDED 8 0 E SE E LINE SHALL BE �_0 STRUCTED OF WATERWORKS GRADE CAST IRON PIPE WITH MECHANICAL JOINTS. 5. WHERE WATER LINES AND SEWER LINES RUN PARALLEL WITH ONE ANOTHER, A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION SHALL BE MAINTAINED. 6 NO ROOF DRAINS}. FOOTING DRAINS, AND/OR SURFACE WATER DRAINS MAY BE CONNECTED TO THE SANITARY SEWER JYSTEM INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION. 7. BUILDINGS SHALL BE SERVICED BY A 6" MINIMUM SANITARY SEWER LATERAL. THE SEWER LATERALS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE POST SET DIRECTLY ABOVE SAID TERMINATION POINT THE ENDS SHALL BE PULLED AND SEALED WITH A WATER TIGHT CLAY OR PLASTIC DISC. WYES ARE TO BE TILTED UP 45 DEGREES FROM HORIZONTAL, WITH SUITABLE FITTINGS FOR ALL CHANGES IN DIRECTION. PIPE INSTALLATION: 1. FLEXIBLE GASKETED JOINTS SHALL BE COMPRESSION TYPE SO THAT WHEN ASSEMBLED, THE GASKET INSIDE THE BELL WILL BE COMPRESSED RADIALLY ON THE PIPE SPIGOT TO FORM A WATERTIGHT SEAL 2 INSPECT PIPING BEFORE INSTALLATION TO DETECT ANY DEFECTS. MARK DEFECTIVE MATERIALS WITH WHITE PAINT AND PROMPTLY REMOVE FROM SITE. 3. INSTALL PIPING BEGINNING AT LOW POINT OF SYSTEM, TRUE TO GRADES AND ALIGNMENT INDICATED, WITH UNBROKEN CONTINUITY OF INVERT. 4 PLACE BELL ENDS OR GROOVE ENDS OF PIPING FACING UPSTREAM 5INSTALS GASK OTHERINACCORDALN E WITH M N REQUIREMENT RECOMMENDATIONS FOR USE OF LUBRICANTS, 6. CLEAN INTERIOR OF PIPING OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH JOINT AS IT IS COMPLETED 7. PLACE PLUGS IN ENE OF UNCOMPLETED CONDUIT AT END OF WORKDAY OR WHENEVER WORK STOPS. 8. FLUSH LINES BETWEEN MANHOLES IF REQUIRED TO REMOVE COLLECTED DEBRIS. 9. MAKE INSPECTIONS AFTER LINES BETWEEN MANHOLES OR MANHOLE LOCATIONS HAVE BEEN INSTALLED AND APPROXIMATELY 2 FEET OF BACK. FILL IS IN PLACE, AND AGAIN AT COMPLETION OF PROJECT 10. IF INSPECTION INDICATES POOR ALIGNMENT, DEBRIS, DISPLACED PIPE, INFILTRATION, OR OTHER DEFECTS, CORRECT SUCH DEFECTS AND REINSPECT. 11. PERFORM TESTING OF COMPLETED PIPING IN ACCORDANCE WITH LOCAL AUTHORITIES HAVING JURISDICTION. SANITARY MANHOLE: 1. TOP OF MANHOLE SHALL BE PRE CAST CONCRETE ECCENTRIC CONE OR FLAT SLAB TOP TYPE, AS INDICATED. 2, BASE OF MANHOLE SHALL BE PRE CAST CONCRETE BASE RISER SECTION AND INTEGRAL FLOOR AS INDICATED. 3, ALL CASTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM AND ALL ABOVE DETAILS. 4. CASTINGS SHALL BE OF UNIFORM QUALITY FREE FROM BLOW HOLES POROSITY, HARD SPOTS SHRINKAGE DISTORTION OR OTHER DEFECIS THEY SHALL BE SMOOTH AND WELL -CLEANED by SHOT BLASTING 6R OTHER APPROVED METHOD. 5. ALL WEIGHTS SHALL NOT DEVIATE FROM THE TOLERANCES PERMITTED BY ASTM STANDARDS. 6, NO OPEN PICK HOLES SHALL BE ALLOWED. 7 ALL CASTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM A-48-43, CLASS 35B, AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 35,000 PSI. 8. TO CONNECT A SANITARY SEWER TO A MANHOLE PROVIDE, EITHER A FLEXIBLE BOOT 'KOR-N-SEAL 1 OR 2 CAST -IN-PLACE DURA -SEAL GASKET, A' -LOCK GASK7 OR AND APPROVED EQUAL. ALL K - - T R DUAL T AN EXISTING A A FLEXIBLEOR N SEAL' B00 0 E CONNECf10NS 0 E S NG MANHOLE SHALL BE 9. ALL FLEXIBLE BOOT CONNECTIONS SHALL BE PLACED IN REINFORCED CONCRETE BASE AND SECURED TO THE PIPE BY A STAINLESS STEEL CLAMP. FLEXIBLE CONNECTORS SHALL CONFORM TO ASTM C-923. 10. ALL CONNECTIONS SHALL PROVIDE A WATERTIGHT SEAL BETWEEN THE PIPE AND MANHOLE. THE CONNECTOR SHALL BE THE SOLE ELEMENT RELIED UPON TO ASSURE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE. 11. PLACE PRE CAST CONCRETE SECTIONS AS INDICATED. WHERE MANHOLES ARE LOCATED IN PAVEMENT, SET TOPS OF FRAMES AND COVERS FLUSH WITH FINISH SURFACE. ELSEWHERE, SET TOPS 3" ABOVE FINISH SURFACE, UNLESS OTHERWISE INDICATED, 12. INSTALL ALL MANHOLES IN ACCORDANCE WITH ASTM C-891. 13. WHERE THE CONTRACTOR CONNECTS TO AN EXISTING MANHOLE, IT SHALL BE REHABILITATED TO THE CURRENT STANDARDS OF THE CITY OF CARMEL. THIS SHALL INCLUDE THE FLOW CHANNEL, AS WELL AS NECESSARY MEASURES TO REDUCE INFILTRATION AND INFLOW AT REQUIRED LEVELS. 14. MANHOLE BACK FILLING AND COMPACTION SHALL COMPLY WITH THE REQUIREMENTS AS SPECIFIED FOR THE ADJACENT SEWER. 15. PLACE TAP CONNECTIONS TO EXISTING PIPING AND UNDERGROUND STRUCTURES SO THAT FINISHED WORK WILL CONFORM AS NEARLY AS PRACTICAL TO REQUIREMENTS AS SPECIFIEb FOR NEW WORK 16 BEDDING AND BACK FILL MATERIALS SHALL BE AGREED UPON PRIOR TO CONSTRUCTION BY THE ENGINEER AND THE CONTRACTOR. SAMPLES WILL BE OBTAINED AND KEPT BY THE CONTRACTOR NO SIGNIFICANT DEVIATION FROM THIS MATERIAL WILL BE PERMITTED FOR USE WITHOUT THE AUTHORIZATION BY THE ENGINEER AND THE LOCAL AUTHORITY. NOTE MANHOLE STEPS SHALL BE POLYPROPYLENE, COATED STEL RPNFORCING OR AN APPROVED NON -CORROSIVE F-iBERCLASS MATERIAL THE COPOLYMER POLYPROPYLENE SHALL THE MANHOLE CHIMNEY'S INCLUDING Aii_ RISER RINGS SHALL R=_ 'EALED USING iNFI--SHIELD MEET THE REQ.IIREMEN`SDF ASTM D-4101 REINFGRCED WITH UNIBAND" OR APPROVED EQUA!.. PR OR TO PLACEML NT, THE 0 4- INEHES Or THE MANHOLE CONE AND CASTING FRAME SHALL BE CLEANED AND PRIMED, irE UN! SHALL EXTEND DEFORMEC 3/8" MIN. DIAMETER REINFORCING STEEL C'OMFORM- FROM 3 --INCHES BELOW THE TOP OF THE CONE SECTION TO 2- NCHES OVER "HE FLANGF DI T� ING TO THE REQU!RFMENTS OF ASTM A-615- GRAQE 60 MANHOLE CASTING FRAME, NON -COATED CAST IRON STEPS ARE NOT ACCEPTABLE. FRAME AND COVER AS SPECIFIED (SEE SHEET 3) s[ F n , u5 IANC RUG _ PRECAST CONCRETE ADJUSTER NOTE: �E A RING 4" MIN. - 12" MAX. BUTYL RUBBE COATING SHALL BE _-- --- (SEE DETAIL) APPLIED AROUND EACH MANN 3L_E N< JOINT FROM 6" ABOVE TO 6" BELOW 5"MI EACH )IN . THE APPROPR A F PRIMER SHALt BE APPLIED PRIOR TO APPLYING k THE RUBBER COATING. INSIDE JOINTS � %� PLACE DI4ME7E_R " A, IN _E ECCENTRIC CONE SECTION 70 BE FILLED WITH PRECOAT PLD); Rr.`C%PV _D 'AS VA _R'.A; v MATE:RiAL EAC K; "WAY 'S[ E_ DE -A.2 NOTE: MANHOLE CONFORMS / SET SECTPDN 5 D4 w TO ASTM.0-- 478 PLAN y�Ew 0 -RING GASKET BETWEEN JOINT CONFORMS TO vu 3• ALL RISER AND CONE < ASTM C-443 SECTIONS, PLUS 1/2" : EXTRUDABLE GASKET w (KENT SEAL OR EQUAL) - - - -- _ MINIMUM N 6" LEVEL, BOTH SIDES - 4-1/2- PER FOOT SLOPE , -- ` - PRECAST CONCRETE �1 J .' ' 3" MINIMUM SECTIONS 6" OR 8" PER -- # 4 - 0 12" O.0 -B.W. - SECTION 5.04E MANHOLE BASE SET z NOMINAL 1/2" BUTYL RUBBER ON 6' OF #2 STONE BASE EXTRUDABLE PREFORMED 3" MIN. - 1f' - - GASKET MATERIAL (TYP.) i-- GASKET DETAIL SECTION 'A -A' STANDARD MANHOLE FOR PIPE SIZES 8" THRU 24" r4 NOT TO SCA1-E CLAY WEST REGIONAL SANITARY SEWER SPECIFICATIONS 1 STANDARD SPECIFICATIONS OF THE CLAY WASTE DISTRICT AND INDIANA DEPARTMENT OF HIGHWA'(S SHALL APPLY FOR ALL WORK: AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 715, 2. SANITARY SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM D-3034 (S.D R. 35) AND ASTM 2321. PVC PIPE SHALL HAVE GROOVED BELL AND GASKET. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 12454B 3. PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-3034-89 SPECIFICATION. FITTINGS IN '-IZES THROUGH 8 SHALL BE MOLDED IN ONE PIECE WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS SPECIFIED IN SECTIONS 6.2 AND 7 3.2 FITTINGS 10" AND LARGER SHALL BE MOLDED OR FABRICATED IN ACCORDANCE WITH SECTION 7.11 WITH MANUFACTURERS STANDARDS PIPE BELLS AND GASKETS. WALL THICKNESS OF FITTINGS SHALL BE SDR 26 AS DEFINED IN SECTION 7.4 1 OF THE SPECIFICATIONS. GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MINIMUM CROSS-SECTIONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F-477 SPECIFICATION. FITTINGS SHALL BE MANUFACTURED BY HARCO OR EQUAL. 4, ALL SANITARY MANHOLES SHALL BE "PRE CAST CONCRETE" MANHOLES IN ACCORDANCE WITH ASTM C-478 AND SECTION 720 O -RINGS SHALL CONFORM TO C-443. KENT SEAL OR EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS AND CASTINGS, MANHOLE STEP SPACING SHALLBE AA MORE THAN 1S6 -INCHES. MANHOLES SHALL BE AIR TESTED FOR LEAKAGE IN BYC�HE N�GATNEHAIRTeRF,1S RE 9(31/ACUTUM) TEST EST METHOD FOR CONCRETE SEWER MANHOLES A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICE MUST BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFACTURER AND ACCEPTED BY THE ENGINEER. B. WITH THE TTMESIN E 1INFLATE C�)RESION BANDTO FORTY (40) PSI TO EFFECT A SEAL BETWEEN THE VACUUM BASE AND THE STRUCTURE. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN. 3 DRAWESA VACUUMOFOF TEN (10) INCHESFN.OFHIS. AND CLOSE THE f VALVE H� TH C. ACCEPTED STANDARDc. FOR LEAKAGE ORDNC WTHBL NEFAPESµjlf�I �AO OUR ?4)LIFOOI DIAMEIERSHED FROM �AAANHrSLE MUSTEBEELAPSED TIME RIN MANHOLE DEPTH MINIMUM ELAPSED TIME FOR A PRESSURE CHANGE OF 1 INCH OF HG. 10 FEET OR LESS 60 SECONDS >11? R� BUT <. FEET 4F�8NB5 F�R MANNHQL� FIIVVE ) FFW I IN AIA j R,,� A�D AN1 A� ITp�'L NAL FFIFT�EL � 5� S�CONG AND I LEL" 5 (R � TN G NEERWILL DETE�RMIN LIF T E APP ICAB'� O ' I %,M�ERHE ELAPSED TIME. D IF MANHOLE FAIL` THE TEST, NECESSARY REPAIRS MUST BE MADE AND THE VACUUM TEST AND REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST. E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE DISASSEMBLED AND THE JOINT SEALANTS REPLACED F MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED 5. BUTYL RUBBER COATING SMALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 6 -INCHES ABOVE TO 6 -INCHES BELOW EACH JOINT THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRE COAT PLUG MATERIAL. 6. THE MANHOLE CHIMNEY'S INCLUDING ALL RISER RINGS SHALL BE SEALED USING INFI-SHIELD "UNIBAND" OR APPROVED EQUAL. PRIOR TO PLACEMENT, THE TOP 4 -INCHES OF THE MANHOLE "ONE AND CASTING FRAME SHALL BE CLEANED AND PRIMED, THE UNIBAND SHALL EXTEND FROM 3 -INCHES BELOW THE TOP OF THE CONE SECTION TO 2 -INCHES OVER THE FLANGE OF THE MANHOLE CASTING FRAME 7. THE CASTING ELEVATIONS ARE SET BY PLAN, HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY THE ENGINEER'S REPRESENTATIVE, SHOULD A DISCREPANCY ACCUR BETWEEN PLAN GRADE AND EXISTING GRADE NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL BE 12 -INCHES. 8. BACK FILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH GRANULAR MATERIAL TRENCHES OPENING WITHIN 5 -FEET OF PAVED ROADWAYS SHALL BE BACK FILLED WITH GRANULAR MATERIAL IN ACCORDANCE WITH SECTION 211. BACK FILL UNDER SIDEWALKS SHALL BE GRANULAR, UNLESS THE WALKS ARE CONSTRUCTED A MINIMUM OF 6 MONTHS AFTER BACK FILL HAS BEEN IN PLAC E. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION. 10. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET OF PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATION AND INVERT TO INCLUDE LATERAL LOCATION, DEPTH AND LENGTH. SUCH AS BUILT" PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE POST SET IMMEDIATELY" ABOVE THE SAID TERMINATION POINT. 11 ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST. SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM 1417-92, AND SHALL BE WITNESSED BY AN ENGINEER AND A REPRESENTATIVE OF THE CLAY WASTE DISTRICT. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE 1. ADD 0 5 PSIG FOR EACH FOOT OF WATER ABOVE THE SEWER LINE BEING TESTED. 12 DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACK; FILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 57. DEFLECTION TEST RESULTS. ('THE FOLLOWING ARE CONSIDERED NON -FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE fRON PIPE AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE -POINT MANDREL_. PROVING RINGS SHALL BE AVAILABLE. 13 ALL MANDREL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER FOR CERTIFICATION AND A REPRESENTATIVE OF THE (;LAY WASTE DISTRICT. 14, THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH A BRACED PLASTIC DISC OR CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE 15, BEDDING FOR FLEXIBLE PIPES SHALL BE NO. 8 CRUSHED STONE FROM 6 -INCHES BELOW THE PIPE TO 12 -INCHES ABOVE THE PIPE. BEDDING FOR RIGID PIPE SHALL BE NO, 8 CRUSHED STONE FROM 6 -INCHES BELOW THE PIPE TO THE SPRING UNE OF THE PIPE AND FROM THIS POINT TO i 2 - INCHES ABOVE SHALL BE FILL SND OR EQUIVALENT. MANHOLES SHALL BE PLACED ON NO LESS THAN 6 -INCHES OF NO 8 CRUSHED STONE BEDDING. 16, WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH TEN STATES' STANDARDS. 17, TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION, AND SHALL BE PROPERTY PROTECTED AND/OR BARRICADED WHEN LEFT UNATTENDED. 18. N WATL SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION. CONTRACTOF SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET. ANY PIPE ENTERING EXISTING SEWERS SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL. BRACED PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS HAVE BEEN COMPLETED AND THE LINES HAVE PASSED ALL PUNCH LISTS. ADJUSTING RING DETAIL 19 ALL SEWER LATERALS INSTALLED BY THE MAINLINE CONTRACTOR SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER. 20. FORTY-EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE CLAY REGIONAL WASTE DISTRICT PRIOR TO THE START OF SEWER CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO ANY TESTING DONE IN THE SEWER. 21. MANHOLE CASTINGS SHALL BE STAMPED "SANITARY SEWER" (NEENAH CASTING R 1642 OR EQUAL AND B� SELF-SEALING TYPE. WATERPROOF CASTINGS SHALL BE NEENAH R -1916-F1 AND S AMPED SANITARY SEWER". 22, THE MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT ARE SIZE OF PIPE MINIMUM CON�TRUCEQ SLOPE 8 -INCH 040% 10 -INCH 0.287 12 -INCH 0 22% 15 -INCH 0.157 18 -INCH 0.12% 23. THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOLE SECTION AS CONSTRUCTION PROGRESSES, SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON-SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS. 24- IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES. 25. SEE SHEET 17 FOR PLAN AND PROFILE OF SANITARY SEWER EXTENTION. Ai 26. 95% PROCTOR DENSITY SHALL BE REQUIRED FOR ALL FILL .AREAS OVER THE PROPOSED SANITARY SEWER FROM EXISTING GRADE TO FINISH GRADE. 27. AIR AND MANDREL TESTING MUST BE PERFORMED AFTER THE INSTALLATION OF ALL OTHER UTILITIES. Al 28. PROVIDE A MINIMUM OF THREE FEET OF COVER OVER ALL PORTIONS OF THE SANITARY SEWER. TABLE 1 TIME IN MINUTES AND SECONDS REQUIRED FOR PRESSURE DROP FROM 3.5 PSIG TO 2-5 PSIG (BASED ON 0 003 CFM PER SQ. FT AND 2.0 CFM) PIPE DIAMETER D IN INCHES 4 6 8 10 12 15 18 21 24 27 30 33 36 39 25 :04 :10 18 28 :40 1:02 1:29 2:01 258 3 20 4:08 459 5:56 6:58 25 50 :09 :20 35 :55 1:19 2:04 258 4:03 5-17 6:41 8:15 9:59 11:53 1157 50 75 :13 :30 53 1:23 1 59 3:06 4 27 6:04 7 55 1001 12 23 14.58 17:00 1825 75 100 18 .40 1:11 1:50 238 4:08 5:56 8:05 10:39 12:45 14 11 15:35 100 125 :22 50 1 28 2:18 3.18 5:09 7 26 9:55 11 20 125 150 :26 59 1:46 2:45 3:58 611 8:30 150 175 :31 1:09 2:03 3:13 4 37 7:05 175 4, 200 35 1:19 2:21 3:40 5 17 200 a a 225 :40 1.29 2:38 4:08 5 40 225 0 250 44 1:39 2 56 4 352 '�C, Lj 275 48 1 49 3.14 4:43 275 ui 300 :53 1:59 3:31 300 350 1:02 2:19 3 47 350 400 1:10 2:38 400 450 1:19 2:50 450 500 1:28 50C 550 1:37 550 600 1 :46 600 650 1 53 2:50 3 47 4 43 5:40 7:05 8:30 9:55 11:20 12:45 14:11 15:35 17:00 18:25 650 STANDARD MANHOLE BENCHES NC; ^ SCA' OIO LO v1 r O J w W .v (n 1LL u) C) 0 rn O-) O O O O w Q N O w Illlllil ILII) O U� I m \7 WF O O 0 II o w �W > Q Wr: 67 Z a wz ui Z O � W � n.LJ c7� O J c0 V fW- 4 U 0 m ,n cc o y I ^o:a e' rr 7 c o J � m • k cnzw vi s, Q a o ao m w q m m o v tl C: C; n ^r , IN • i U 1Lcw) U OL d) Z � O Q U CL F_ N B Y: PAW CHECKED BY: ALD PRO,Ec l No. 9905-008 S`0 E E T No. EROSION CONTROL PLAN EXISTING LEGEND PROPOSED LEGEND' --�>--�- �- G---- 6' WOVEN—WIRE FENCE (�^�� GRAPHIC SCALE 6' RAIL & POST FENCE \_-�-� 24" ROLLEDCONCRETE CURB �. 50 0 25 50 100 200 —T — — —T UNDERGROUND TELEPHONE �� mss_... PROPOSED SANITA SEWER TOWNE LAKES I , �\ — — — — — EASEMENT FLOW LINE OF FITC & JESSUP DITCH SUBDIVISION I-.___ __�_ _ _ - __ CENSETBTERLINEACK INE SUBDIVISION BOUNDAR /f 1 �� / { IN FEET ) DRIVE GAS GAS - -- ADJOINER PROPERTY LINE �/ '. ; " i inch = 50 ft. DRIVE UNDERGROUND GAS MAIN T C OM UNDERGROUND TELECOMMUNICATIONS v PROPOSED WATER MAIN 38'x67' CMP OW INV. — 864.28 — — — PROPERTY or R/W LINE = = PROPOSED STORM SEWER E -- E -- UNDERGROUND ELECTRIC LINE 28+00 w WATER UNE ® STREET STATION & ELEVATION - \ ---- SANITARY SEWER THIS PLAN TO BE USED FOR FLOW ARROW OUTLET INV. CMP OUTtFT ____ _ - _. EXISTING STORM SEWER '--- EROSION CONTROL PUSS t; R.C.P. INV. -863.59' \'\ A. 865.3 ONLY. REFER TO OTHER SHEETS INV. - 864.28' STRAW BALE DAM c " ,.. \� CONCRETE PAVEMENT 57. PROPOSED GRADE CRONST RUCTION SPECiRCA AND/OR TIONS 52' 38'x„? CfJP 0 1.3., . -. II S� ASPHALT PAVEMENT 9. 760 PAD ELEVATION (ROUGH GRADE) � REFER TO DETAIL SHEET FOR X Bbu P INLET EROSION CONTROL SEOUENCE I p6 6"x6" AMERITECH PHONE PEDESTAL O \ CINERGY ELECTRIC BOX 11 FI60' X 100' PAD 1 y f3s'.ti FIRE HYDRANT WATER VALVE 0i x 869.0 SEED ALL DISTURBED AREAS \ \ ` STREET SIGN \ —ADDMONAL — � t, � A -r ! IIII V .y� �a, ` GAS VALVE � MEA MA�Y°!� REOUC°N�TROL ,-%A11f'jDEN IA.Al k/ IwI PER NOTES AND DETAd 0 1 + 2 \ FLOW ARROW X 869.4 BY THE NVSPECTOR {{ �I ON SHEET 12 EXISTING CONTOUR ZONED S-1 VEGETATION K E PLAN 1N X HEiJ.B \ SILT FENCE ' Not TO SCALE II ZONED S -1 I SANITARY MANHOLE o.,C may- i EXISTING BUSH �o w * ` ERQ�IUN CON,PROL BLANKET / x — , 8G4 EXISTING TREE ! \ LL.�L� EXISTING T.O.C. - 858 31' BASIN (TO BE REMOVED TO PfjDRi RTY tJNE). N 86'5116 E 17.82 X \ _ NW C \ \ NORTH., S 1/2, /4, NW 1/4 ,SEC 97- 17N-R.E., _ / 3 ,p� 10' CMP NNE INV. - 854.26' SW 1. fa _ S 89P40'01' E - 69.76' _ r� w . �:- / 0� PVC W INV, 654.35 EX. 16" _ , /� s ' 1245.35' / 49 ' 3'`' SEC Q' E ?€ N W 51 V'T E V CMP SW'INV. 854 35� V B.F. \ I PAINT OF BEGINNING OMEN — +--- - —- 4 CE COMMON AREA 'D' LANDSC LANDSCAPE BERM (� �� 6 `0PE P , �1`' �� +�� Q I 101 2cJ 00' 3 O APPROXIMATE DIRECTION (� SILT FFW7 %35' D.U.&L-E. 172.7% 1"78 A / V OF 10" PVC UNDER DRAIN :U -- i 40 i 41 43 8 IF 4 i.9 8'51 I T„ � ' /1111' . ---- OXIMATF DIRECTION ('7 , —i7 \ 7Jr' " \ \? U OF 12` CMP UNDER DRAIN ' ti SILT FENCE N ''�F Q EROSION CONTROL BLANK T pppyp� CpNT>� �,rW(ET � ` I \ 07 yl, \ �C•p u � � TO BE REMOVED 1� 12 g, PER DTL 3/t2 & 7/12 M ALL' 9LOPE3 OF SYVALE FROM I w � ;� � \ \ 7g4 \ O \ pFiONDE �0810N CONTT l�1CL�.\ x — Z TOP of BANE TO MI@iT S \ F RIP—RAP PER DTL 5/12 ALL SM SLOPES OF FOND FTKW V O f 'BANK. TO POOL ELEVATION _ 1 w i w + o PROVIDE TEMPORARY SEEDING 'i 7 \ \ ,osir N 1 ' IN ALL DISTRURBED AREAS I 1n4 ( WI TH(N LOTS ���. �i / U \ I \ / \ \ APPROXIMATE L1MItS OF STATUTORY, EASEMENT O _ T �; FOR FITCH & JESSJJP REGULATED DR%N, ' w U44 w � p I Z I 0 J � w MEASURED -75 FEET FROM CENTERLINE"OF TILE OD N v ���} (XJ (NiJ A O (,4CTI �7 raj d (, ^ d Cb, 00 y' m j A N �.' 1 m '. Q I Y 21 5 \ = , ( _ P APPROXIMATE CENTERLi1�lE BURIED 16" TILE, AS \,,, .rte I ( �— J `/rF i w r vl U.S. Z _'SCALED R®b. ,�4A'S PROVIDED BY J.S. C. A. CL W \ {F \ l I o —\ \ / SOIL CONSERVATION SERVICE I T 4 a- 46.376 s ft. 51,471 sq ft. ,' `�' �� n a0 35,540 sq ft. 1 q /' POOL ELEV. 851.53' / ;i %'1,0—YEAR ELEV. = 657.96' 0 %\ I \ 1 % \\ 1010 -YEAR ELEV. _' 858.10' I 45 w ' RETENTION POND MIN. FkEEBOARD ELEV, = 860.10 ` L^ I O / sz I 50 BUILDING LINE N LUCKY. LLC. _ COMMON AREA A I a ' 0, — _--•` PR �VI P RUANNTEr�INr� IN�TR.# 99-22f>22 l 5 ~ DRAINAGE EASEMENT 1 6E�QNE•EN �A�K C 8 AN sSUItiTNG LIN iNI ALL LOIS 10.'306 Ac. i i$ / 5.214 Ac.f L2 Cl 0,-8S ; �-------------- CKY, -- 7g 2 /� 32.2 / �(1CKY, LLC. ZONED S-1 N / 77' L6 �.1 .ry i �. /T �o i 17�. (1 4g" L4 \ a \ iNSTR,# 99 722622 I �W 1 — B" PE R'18Q , h 10.128 Ac V/ 0 .b ALE 0 ry.'` tD 77,050 sq ft. 261 9' 12u' — 8" PE DIRECTIONAL BORE i r � 1 i1 -862 _ O 0.8� STRAWBALE 26' -le R �i ` e t �� \ / / EROSION CONTROL BL�WET TREES � LE CIRCLE \\\\,: PER DTL 3/12 & 7/t2�} r� i\ \� 9 3' Ls V. • ®e a 5 88-51"18" f� o o.5x ® -� 26'- '�� ��� j / PR VIDE PERIAAN NT ED1N II O O•.SQ,� i p E 5E G P \ v BETWEEN BACK OF CURB ANO R'ry-IdAPdkiO E J r JE SD CONNECT TO CATCHuILDINc LINE ON ALL LOTS l - SAN1 A&1=MAFTHO-- BASINS SEE DETAIL 5/13 50 BUIL IN 1 \\O\18' �� } Q o ♦♦^^ 3 nK EX. HYD. \ 0-16160 CL, rn �l / { W4 { - 4C 47,107 sq ft- I I 2. A 0 I 1 ' 5 us /jam 1— j u I / 0" a 0 j/1 Q 36,907 sq ft. — / SANIT Y MA OLE —\ S i \ ° O Cs+ / �/ ---- v 44,36) sq ft. 115,615 s �, W E ;f N Q Z I a z z I 005% q 0 I U �� I �STRA AL v �'1 e' aw CL w j Q W o 0 PER D 6 i w N P _ A\\�// / 0 �, RIP -RAP PER DTL 5f12 \� D z O lj w SECTION 1 1 ROS ATGH B SI a Q PROVIDE TEMPORARY S EDING I - t ' 51 ' GS* Q �, z IN ALL DISTRURBED AREAS �' '� � APPROXIMATE LOCATION OF G _ p� V Cn $10 z 0 rT1 ; WITHIN LOTS I ` '. PIPELINES ED UPON ARKS �� / ' 3 6 I PROVIVIE, VALLEY C1JR9 'A R GPS ! Z t0 VRIVAT,E DRIVE ENTRANCE GAS 1 W I SEE DETAf�SHT. 13 / � % j` V I s � z W \ � /• --J I N � `� SONE LL WITH � �' � f'- ' SA T 'R ANHOL o I W I PROYDE EFK)SOM CONTROL BLANKET 1 '� pitEL ENV�Y GATE % j� \ �y -! Ws 9.4 LL Q `T u'I� r') ON ALL WE SLOPES OF SWALEi FROM I /� ,�j 1 PER owNEf�OPPOSIiE ! Y / Z TOP OF eANiK TO wvezT --j I I- HAND OF w DTL. ,r- GAS �� � / / I oW f o I EROSION CONTROL BLANKLT ON SHEET2 \ / \ / - o Q PER DTL. 3/12 & 7/12 o z ,��47 z - / OL —� —\ n� 3q, 3g5 sq ft. N \ y GAs\ GPS __ f JO rn Cl '/i� GAS / SE CORNR -SIN 1; 4_ NV�i 1 4 o uj �1 — �" 1 � 144.75 175.00 J I ; 124.8 81.08'.. s — — n cn t n r ' LL.I y� N 88'51'.34 E _ v 0 30 �! _ - _ S 88'51'1 �- -3ws ,�_ (L S 88'51,'31",5 D. LANDSCAPED BERM b. ` ` ! GPS' p EX 16"x6" TEE U.&L.E O - - - - - - s 25' D. & U.E CE COMMON AREA 'D' t I / n ARFF IC,v I. C/ Q EX< LU I p ----„--= c> COMM _ - W EX. QOA- _' 1'2 SANITARY MANN E 7S9' S CL_ _ _- — /--SCO EX. IC ESQ 88'5 4„ W 1 r I CAMDEN WALK i "'J F-7-7 'A �� \ fn 1 — -- -� iP6POSEd b1q' G7 PTPELTAI' CEMENT" PER jr AQ&NOT INCLU\ I -'! G iX201 6`� M R 31, PC; 121 AND B ,3}. PG 278-2.80 1_M KENNE'� & tiELE% S LPHENS 0O n GAS I / Thi PRECISE LOCATION AND WFB- OF ,SAS_ MENT ti r GP BOOK '7C, PG. ar < N Q®I / ,,r, / IS CURRENTLY UNDEFINED. R 5 f i r. cc ncn 1 o V O W 3 5 w o 0 0 _ ut vi in L0 W af 0: a � U', rn rn W \ \ O O N W �IlIiiI) I�III r0 � r Z` y MM �+ ti o to� I a N � � ^ V �> W z Of � `✓ a o Lj J- W z OQ J w a�LLJ uio C� LjOC) < 0 m � ir rn � I y O c0 � N � cr a� w m co �w 54 Q W Cl) J O 3 Z z It0- `4 O z ~ O u- J O ° � U O W DRAWN BY: PAW CHECKED BY: ALD PROJECT No. 9905-008 CLJ T 9 4 Ad v w N 3 N En N 8 Z �b N N CollN In N 5 1 OWNER & DEVELOPER TO L4 �� \ COORDINATE GATE TYPE (!1 •It E i 0 Q I S GPS �s Z OVEENA RRIDETHPKNOX- K Y r 19 FOR POLICE do FIRE AC �..�•� �I 4 � ....►' z� 'fib •.�� - __ �i ZONED S-1 w ,� r }� PROP �' Ll NOT Maim r^ I t*t �,, �'' CATCH I OD KENNETH & HELEN STEPHENS/ 308 No. 1 Y BOOK 170, PG. 46_a PVC '°° ' BO 1 t '37" E - S LE N 88°5116 E - 496.50 =. Q �. PE 6/12: �.- 376.48, , ,4-_�r_ ; / Q i 0.00' / '5' W �' l S 88�'' i' `t L26'-12 \ i N' �' 7T/ `riACE . - - -� T--- 35' D.U.&l.E. , � 48,97.,, ` � 'r I , I TEMPOR Y T } - /��� 13 3.7 5' �, 133.75' �� ' CUL-DE- !� LIJgC / 94.57' $ �( . S 88'51p 88 51 16" jW i. G $8'1 1 1 °' �; j ? BOOK 330' �'G 759 -�U S 88'S1'1 �' 1 {— 1 I I Q, J3,1 Ac. / --� -- —T ACKCON37,442 dq' If tl ,�, 4 I I I ONED S-1 o j r O i POOL ELEV. _ $56.05' 1 Q10 YEAR ELEV. _ '857.96 / N w I I 1 TEI�IFfOtA CUL -D SA SHALIL n 10q -YEAR ELEV. = 858.101 I j 1 / o N 1 i z i �� `s�,� BE REGIO D wITH E _ N Z I I O I O N _ _ l \ ��, ' �CONSTRU ON OF S CT N 2 EMER. SP{LLW I� ELEV. - $59.10' \ \ O E# R MENTION POND m ��, COmmbR ARBA B T I Q --- �,� DRAT AGE EASEMEN F_ F-17 10 4 \\ t Z c ? 12" CmPa \ fi SILT F NCE r ! _ 31,398 sq ft. R• 32.122 sq. ft. o 32,122 sq. ft. P�R TL 8� j z 23,131 sq. ft. I + { —� CSA' o BUILDING LINErn IL _--- }' Ln r #=107 I Z — � 133.75' 122.73' � 104.25' i �� 5 88'51'16" W S 88'51 ' 16" W 5 88 51 16 W S 88'51-�6" TREESDALE SECTION 2 - 0. CI _.. _ . _9�. 23 _ — -- / —13CJ- .�- — S 88'51'16" W N 8851 S 88'51'16" W r r �o ej� '. �\ 29,0 / ft. � s 88'51'16" w -ZONA$ 1 ;- 40' BUILDING LINE I ---- - - I i 12 I U Z ! -- -- ' D-1 ► �f J1 - f 1 ► w i F 16'l 15 � S C110N 2 o o I j I 45.800 sq 2 (A N j 32,458 sq ft. 32,417 sq. ft. I Q r ( 32,458 sq. ft j ` �•/ � 24,443 sq. ft. � Z z O O ( U) Ss oSD OD I I V) --__00-- I I22u.. 0rJ IJ'J `JO II Q 0D 43 J 0-) co 'A _*d � -p- 03 - i00 �� O N 00 I m O O /\10 (JIm I m I LLC LUCKY I I V I Lr) r� m I N m 130 Ac. I N � 1 Q ' I — — — — — — — —25' D.U.&L.E. - — 25.0' j 133.75' 133.75' 255.97 i 101.87' Iv 133.75' N 88'51'16" E o8'S1'16" E 35 D.u.&L N 88'51'16" E I F N 88'51' 16" E N 88'51 ' 16" E OPEN SPACE COMMON AREA 'D' I �' S 895116 W — 914.10 r I / EXISTING LEGEND PROPOSED LEGENDSWAI 6' WOVEN -WIRE FENCE PER D 6' RAIL do POST FENCE ROLLED CONCRETE CURB PER TL. 4/12 ;� I - -T - - -T UNDERGROUND TELEPHONE �R�POSED SANITARY SEWER -- — — — EASEMENT PLOW LINE- OF FITCH dt JES'SUP DITCH SETBACK LINE -- - SUBt7NiSItDN BOUNDARY CENTERLINE GAS GAS UNDERGROUND GAS MAIN ---- -- —_-- ADJOINER PROPEP'Y LIME TCOM UNDERGROUND TELECOMMUNICATIONS V PROPOSED WATER? V,,- N PROPERTY or R/W LINE —1 PROPOSE ST ORM E UNDERGROUND ELECTRIC LINE. 28+00- STREET ATION & - v WATER LINE SANITARY SEWER `_7J I _ i _ EXISTING STORM SEWER I ADDITIONAL EROSION CONTROL CONCRETE PAVEMENT =- ^r as MEASURES MAY BE REOUIRED I 767. BY THE INSPECTOR ASPHALT PAVEMENT O CURB INLET 6"x6" AMERITECH PHONE PEDESTAL • CINERGY ELECTRIC BOX FIRE HYDRANT 60' X 1 GC�.: A WATER VALVE �-- STREET SIGN .4 GAS VALVE :- FLOW ARROW Am amu` 10 _ ..•, • I Fwr w 121,860 �� .� R 04 c�! � ► fid►• milk,` R► u► tv .: • + m�s� ���i1 .. ER.:. pL►_.. '�.�_,� PROVIDE •• . • FOR ALL • WITHIN ALL • . . co .p� PROMM .17 -ON ALL SM OFPONQ 1:1 TOP OF •POOL ELEVATION �I. 1 4 59 �. Ln 0 D Soo EMERdFNCY:. i ' �SMrALfv 2.0� - "�-^..^_.-..mss.-.� _�•.�._.�..�.�.� �- I 8W51116'W-419.42' I APPROXIMATE LIMITS OF STATUTORY EASEMENT I FOR FITCH & JESSUP REGULATED DRAIN, 1 / MEASURED 75 FEET FROM CENTERLINE OF TILE I I I/ APPROA�� DIRECTION �$WA(„r` X PERdDW VNF^ NDER DRAIN TO BE REMOVED do REPLACED ( ERf-SION CONTR& BLANKET �- PER DTL. 3/12 ¢e 7/12 I 1 I l I.0' PRbPOSED EASEMENT REDUCTION T02E' FROM TOP OF BANK OF I i I KEY PLAN J NOT TO SCALE I I I SEED ALL DISTURBED AREAS i PER NOTES AND DETAILS 1 + 2 ON SHEET 12 I I I i REFER TO DETAIL SHEET FOR I EROSION CONTROL SEOUENCE I APPROXIMATE CENTERLINE BURIED 16" TILE, AS SCALED FROM MAPS PROVIDED BY U.S.D.A. I SOIL CONSERVATION SERVICE TM PLAN BE USED FOR EROSION TCONTROL PURPOSES ONLY.R TO OTHER SEETS I I FOR ALL DLENNSIONS ANDD/OR \ I CONSTRICTION SPECIFICATIONS N I i I EROSION CONTROL PLAN , j GRAPHIC SCALE I sn 0 25 50 100 1 / I ( IN FEET } I 1 inch = 50 ft. 61 W Q _j cc w 1 I 62 It z Of in 4 o u W 3 w V W z z z O o o Q w �inA> a Q uvT rn W o S S Q It N N \ \ N w 11111111 � IIIII 01) qt CA ~ o O � v w � 0 0 Lo W h Q w -N wQ- W V z 0 Q J wLLJ ED w CC 0 Z a 1 m 1 W41111 Z N N N 0 Z f_ 1 Z C�: 5 1 OWNER & DEVELOPER TO L4 �� \ COORDINATE GATE TYPE (!1 •It E i 0 Q I S GPS �s Z OVEENA RRIDETHPKNOX- K Y r 19 FOR POLICE do FIRE AC �..�•� �I 4 � ....►' z� 'fib •.�� - __ �i ZONED S-1 w ,� r }� PROP �' Ll NOT Maim r^ I t*t �,, �'' CATCH I OD KENNETH & HELEN STEPHENS/ 308 No. 1 Y BOOK 170, PG. 46_a PVC '°° ' BO 1 t '37" E - S LE N 88°5116 E - 496.50 =. Q �. PE 6/12: �.- 376.48, , ,4-_�r_ ; / Q i 0.00' / '5' W �' l S 88�'' i' `t L26'-12 \ i N' �' 7T/ `riACE . - - -� T--- 35' D.U.&l.E. , � 48,97.,, ` � 'r I , I TEMPOR Y T } - /��� 13 3.7 5' �, 133.75' �� ' CUL-DE- !� LIJgC / 94.57' $ �( . S 88'51p 88 51 16" jW i. G $8'1 1 1 °' �; j ? BOOK 330' �'G 759 -�U S 88'S1'1 �' 1 {— 1 I I Q, J3,1 Ac. / --� -- —T ACKCON37,442 dq' If tl ,�, 4 I I I ONED S-1 o j r O i POOL ELEV. _ $56.05' 1 Q10 YEAR ELEV. _ '857.96 / N w I I 1 TEI�IFfOtA CUL -D SA SHALIL n 10q -YEAR ELEV. = 858.101 I j 1 / o N 1 i z i �� `s�,� BE REGIO D wITH E _ N Z I I O I O N _ _ l \ ��, ' �CONSTRU ON OF S CT N 2 EMER. SP{LLW I� ELEV. - $59.10' \ \ O E# R MENTION POND m ��, COmmbR ARBA B T I Q --- �,� DRAT AGE EASEMEN F_ F-17 10 4 \\ t Z c ? 12" CmPa \ fi SILT F NCE r ! _ 31,398 sq ft. R• 32.122 sq. ft. o 32,122 sq. ft. P�R TL 8� j z 23,131 sq. ft. I + { —� CSA' o BUILDING LINErn IL _--- }' Ln r #=107 I Z — � 133.75' 122.73' � 104.25' i �� 5 88'51'16" W S 88'51 ' 16" W 5 88 51 16 W S 88'51-�6" TREESDALE SECTION 2 - 0. CI _.. _ . _9�. 23 _ — -- / —13CJ- .�- — S 88'51'16" W N 8851 S 88'51'16" W r r �o ej� '. �\ 29,0 / ft. � s 88'51'16" w -ZONA$ 1 ;- 40' BUILDING LINE I ---- - - I i 12 I U Z ! -- -- ' D-1 ► �f J1 - f 1 ► w i F 16'l 15 � S C110N 2 o o I j I 45.800 sq 2 (A N j 32,458 sq ft. 32,417 sq. ft. I Q r ( 32,458 sq. ft j ` �•/ � 24,443 sq. ft. � Z z O O ( U) Ss oSD OD I I V) --__00-- I I22u.. 0rJ IJ'J `JO II Q 0D 43 J 0-) co 'A _*d � -p- 03 - i00 �� O N 00 I m O O /\10 (JIm I m I LLC LUCKY I I V I Lr) r� m I N m 130 Ac. I N � 1 Q ' I — — — — — — — —25' D.U.&L.E. - — 25.0' j 133.75' 133.75' 255.97 i 101.87' Iv 133.75' N 88'51'16" E o8'S1'16" E 35 D.u.&L N 88'51'16" E I F N 88'51' 16" E N 88'51 ' 16" E OPEN SPACE COMMON AREA 'D' I �' S 895116 W — 914.10 r I / EXISTING LEGEND PROPOSED LEGENDSWAI 6' WOVEN -WIRE FENCE PER D 6' RAIL do POST FENCE ROLLED CONCRETE CURB PER TL. 4/12 ;� I - -T - - -T UNDERGROUND TELEPHONE �R�POSED SANITARY SEWER -- — — — EASEMENT PLOW LINE- OF FITCH dt JES'SUP DITCH SETBACK LINE -- - SUBt7NiSItDN BOUNDARY CENTERLINE GAS GAS UNDERGROUND GAS MAIN ---- -- —_-- ADJOINER PROPEP'Y LIME TCOM UNDERGROUND TELECOMMUNICATIONS V PROPOSED WATER? V,,- N PROPERTY or R/W LINE —1 PROPOSE ST ORM E UNDERGROUND ELECTRIC LINE. 28+00- STREET ATION & - v WATER LINE SANITARY SEWER `_7J I _ i _ EXISTING STORM SEWER I ADDITIONAL EROSION CONTROL CONCRETE PAVEMENT =- ^r as MEASURES MAY BE REOUIRED I 767. BY THE INSPECTOR ASPHALT PAVEMENT O CURB INLET 6"x6" AMERITECH PHONE PEDESTAL • CINERGY ELECTRIC BOX FIRE HYDRANT 60' X 1 GC�.: A WATER VALVE �-- STREET SIGN .4 GAS VALVE :- FLOW ARROW Am amu` 10 _ ..•, • I Fwr w 121,860 �� .� R 04 c�! � ► fid►• milk,` R► u► tv .: • + m�s� ���i1 .. ER.:. pL►_.. '�.�_,� PROVIDE •• . • FOR ALL • WITHIN ALL • . . co .p� PROMM .17 -ON ALL SM OFPONQ 1:1 TOP OF •POOL ELEVATION �I. 1 4 59 �. Ln 0 D Soo EMERdFNCY:. i ' �SMrALfv 2.0� - "�-^..^_.-..mss.-.� _�•.�._.�..�.�.� �- I 8W51116'W-419.42' I APPROXIMATE LIMITS OF STATUTORY EASEMENT I FOR FITCH & JESSUP REGULATED DRAIN, 1 / MEASURED 75 FEET FROM CENTERLINE OF TILE I I I/ APPROA�� DIRECTION �$WA(„r` X PERdDW VNF^ NDER DRAIN TO BE REMOVED do REPLACED ( ERf-SION CONTR& BLANKET �- PER DTL. 3/12 ¢e 7/12 I 1 I l I.0' PRbPOSED EASEMENT REDUCTION T02E' FROM TOP OF BANK OF I i I KEY PLAN J NOT TO SCALE I I I SEED ALL DISTURBED AREAS i PER NOTES AND DETAILS 1 + 2 ON SHEET 12 I I I i REFER TO DETAIL SHEET FOR I EROSION CONTROL SEOUENCE I APPROXIMATE CENTERLINE BURIED 16" TILE, AS SCALED FROM MAPS PROVIDED BY U.S.D.A. I SOIL CONSERVATION SERVICE TM PLAN BE USED FOR EROSION TCONTROL PURPOSES ONLY.R TO OTHER SEETS I I FOR ALL DLENNSIONS ANDD/OR \ I CONSTRICTION SPECIFICATIONS N I i I EROSION CONTROL PLAN , j GRAPHIC SCALE I sn 0 25 50 100 1 / I ( IN FEET } I 1 inch = 50 ft. 61 W Q _j cc w 1 I 62 It z Of in 4 o u W 3 w V W z z z O o o Q w �inA> a Q uvT rn W o S S Q It N N \ \ N w 11111111 � IIIII 01) qt CA ~ o O � v w � 0 0 Lo W h Q w -N wQ- W V z 0 Q J wLLJ ED w CC l p 1 1 W41111 Z -I f_ 1 Z C�: Z � IT a- -OCA 0 C) 1 Z N O O Q O l CD rn w O ty Ld DRAWN BY: PAW CHECKED BY: ALD PROJECT No. 9905-008 SHEET No. 10 l p M MATCH LINE SHEET 10 X 856.7 X 854.6 i i EROSON CONTROL PLAN040117 No — 0 Z GRAPHIC SCAI.F 540 0 25 50 100 200 ADDITIONAL EROSION CONTROL MEASURES MAY BE REOUIRED BY THE INSPECTOR Nw �SWALE PER DTL 4/12 a: in c; i 4' EROLION CONTROL BLANKET PER, DTL. 3/12 &I 7/12 APPPDXIMATE DIRECTION 1 OF 21" CMP UNDER DRAIN TO BE REMOVED & REPLA..EIr ' Vf //� Om cx w / V tY / f 1131 / \ BRAMBLEWO-1 `EXITING RIPSRAP ARMED INLE T 54" R.C.P. S INV. - 848.88 Z STORM MANHOLE T.O.C. - 856.61' 54" R.C.P. N INV. - 848.78' 54" R.C.P W INV - 848.68' X 858.5 X 857.6 X 859-4 ( IN FEET ) 1 inch = 50 ft REFER Tv DETAL 8HEET FOR EROSION CONTROL SEQUENCE THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. REFER TO OTHER SHEETS FOR ALL DIMENSIONS AND/OR CONSTRI.'CTION SPECIFICATIONS KEYPL.AN NO- TO SCALE 8 J9.T 4I.4 i LLJ (n z .z w z V) 1r 4 O c.,- f V) V) I rn rn Q t.0 o o 04 � llllllll v; V 1 � �V b' MM � F� 4 0. I� V) o O W w a ►""'1 t3j u d — WZ c' LJ J — �? Z O � Q J W � n'LLJ2 JLLJ go O co o co 0 v o (n d' k to OD O O m Q W Z 01 C) Q z1N00b rt) c6 d Q Z `o 6 T j V) Will L � Q Asarr�cvws, !,I A n Ai n s !S o, w a, EXISTING LEGEND PROPOSED LEGEND , -+�-- 6' WCJF N -WIRE FENCE — --- 6' RAIL & POST FENCE % 24" ROLLED ', CURB --- — —T — -- —T -- UNDERGROUND TELEPHONE .�..� --� ; , SAS -' -� AER _ _ --- EASElk .1ENT x SETBACK LINE ON CENTERLINE h GAS GAS UL,DERGROUND GAS MAIN - — -- - - _ = PROPF TCOM UNDERGROUND TELE-COMMUN!CAT!0 .'S V MA'' Ply or RW LINEPpOpE ---_. ,.qM SEWN n E --- E -- - 'j'.DERGROUND ELECTRIC LINE 28+00 - --^--- -- N JNA I Ek LINE 5 7. ��....��.-..�....�� SANITARY SEWER " - EXISTING STORM SEWER FLOW ARROV, QCONCRETE PAVEMENT FI-16-7-1PROPOSED GRADE ASPHALT PAVEMENT 769.0 PAD ELEVATION' (ROUGH GR, -DE) 0 CURB INLET 6"x6" AMERITECH PHONE PEDESTAL CINERGY ELECTRIC BOx FIRE HYDRANT 60' X 100' PAD a"e WATER 'VALVE -'- STREET SIGN GAS VALVE - FLOW ARROW - EXISTING CONTOUR VEGETATION .SILT FENCE SANITARY MANHOLE EXISTING BUSH ® EROSION CONTROL BLANKET EXISTING TREE M MATCH LINE SHEET 10 X 856.7 X 854.6 i i EROSON CONTROL PLAN040117 No — 0 Z GRAPHIC SCAI.F 540 0 25 50 100 200 ADDITIONAL EROSION CONTROL MEASURES MAY BE REOUIRED BY THE INSPECTOR Nw �SWALE PER DTL 4/12 a: in c; i 4' EROLION CONTROL BLANKET PER, DTL. 3/12 &I 7/12 APPPDXIMATE DIRECTION 1 OF 21" CMP UNDER DRAIN TO BE REMOVED & REPLA..EIr ' Vf //� Om cx w / V tY / f 1131 / \ BRAMBLEWO-1 `EXITING RIPSRAP ARMED INLE T 54" R.C.P. S INV. - 848.88 Z STORM MANHOLE T.O.C. - 856.61' 54" R.C.P. N INV. - 848.78' 54" R.C.P W INV - 848.68' X 858.5 X 857.6 X 859-4 ( IN FEET ) 1 inch = 50 ft REFER Tv DETAL 8HEET FOR EROSION CONTROL SEQUENCE THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. REFER TO OTHER SHEETS FOR ALL DIMENSIONS AND/OR CONSTRI.'CTION SPECIFICATIONS KEYPL.AN NO- TO SCALE 8 J9.T 4I.4 i LLJ (n z .z w z V) 1r 4 O c.,- f V) V) I rn rn Q t.0 o o 04 � llllllll v; V 1 � �V b' MM � F� 4 0. I� V) o O W w a ►""'1 t3j u d — WZ c' LJ J — �? Z O � Q J W � n'LLJ2 JLLJ go O co o co 0 v o (n d' k to OD O O m Q W Z 01 C) Q z1N00b rt) c6 d Q Z `o 6 T j V) Will L � Q Asarr�cvws, !,I A n Ai n s !S w PERMANENT SEEDING TEMPORARY SEEDING JAN FEB MAR APR J MAY JUN JUL AUG SEP OCT NOV DEC WHEAT f j RYE i I OATS ANNUAL RYEGRASS PERMANENT SEEDING NON- IRRIGATED IRRIGATED DORMANT NOTES: IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS. SEEDING SCHEDULE NOT TO SCAL-, 0 -YEAR ELEVATION - 3 POOL ELEVATION o I 6" DUMPED RIP RAP ON SLOPE RIP RAP DETAIL USE A COMMON ROW OF STAPLES ON ADJOINING BLANKETS -7_ SPECIES lbs. / Ibs. :' SUITABLE DRY WELL WET EROSION CONTROL NOTES ACRE 1,000 s.t PH SODDED AREA '(CROSS HATCHED) DRAINED ALL GRADING/EARTHMOVING WORK TO BE DONE IN STRICT ACCORDANCE WITH Y LEVEL ,i SLOPING OPEN AREAS ALL STATE AND LOCAL CODES AND REQUIREMENTS " 3. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, �• _�- ' TDRM SEWER z I TALL FESCUE 35 0.8 5.5-8.3 2 1 2 A PRACTICAL MINIMUM THE AREA SHALL BE STABILIZED AS QUICKLY AS TALL FESCUE 25 0.6 5.5-8.3 - ENT SURFACE 0 INSTALLED. AND WITH EROSION CONTROL BLANKETS ON ALL SLOPES AND AREAS SHOWN. (RED CLOVER) 5 0.12 CONTRACTOR SHALL INSPECT DAMS DALY O SHALL BE INSTALLED AS SOON AS FINAL GRADING IS COMPLETED FOR EACH KENTUCKY BLUEGRASS 15 0.4 5.5-7.5 2 1 STORM STRUCTURES, WATERWAYS, OR SEWERS. POSSIBLE. AS EARTHWORK CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL CREEPING RED FESCUE 15 0.4 TAKE CARE TO AVOID CREATING ANY INADVERTENT RUN-OFF ACCUMULATION. AT __ THE END OF EACH WORK DAY, THE CONTRACTOR SHALL SURVEY THE SITE AND _ - -- MAKE ANY NECESSARY EARTHWORK ADJUSTMENTS TO INSURE. PROPER DRAINAGE o PLAN AND AVOID POTENTIAL HAZARDS TO ADJACENT LANDOWNERS. a_ 7. ALL PERMANENT SLOPES SHALL BE SEEDED WITH A MIXTURE OF MULCH (3000 #) TVnihAI n11 - ill 1000 LBS. 12-12-12 FERTILIZER PER ACRE, AND RED FESCUE AT THE RATE OF r_ 40 LBS PER ACRE and 40 lbs. blue grass per ocre. from March 1 to Moy STEEP BANKS 15 AND AUGUST 10 TO OCTOBER 15. 8. ALL SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEANING AND u' GRUBBING OPERATIONS AND SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. TALL FESCUE 15 0.4 5.8-7.5 2 1 2 ALL SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN STRICT ACCORDANCE KENTUCKY BLUEGRASS 25 0.6 WITH THE PLANS AS APPROVED BY THE CITY OF CARMEL AND HAMILTON COUNTY SOIL AND WATER. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROTECTION MEASURES • TALL FESCUE 35 0.8 5.5-8.3 2 1 EMERALD CROWN VETCH 10 0.25 11. EROSION CONTROL BLANKET BY 'AMERICAN EXCELSIOR COMPANY' (OR EQUAL). ANCHOR ALL EROSION CONTROL BLANKETS AS REQUIRED PER MANUFACTURER CURLEX PRODUCTS 'CURLEX EROSION CONTROL BLANKET (48" LONG) 78 # ROLL, LAWNS % HIGH MAINTENANCE AREAS STAPLES SHALL BE 11 GAUGE U -SHAPED, 6" LONG, AND MINIMUM 1" CROWN. DRIVE STAPLES VERTICALLY INTO GROUND AND USE (4) STAPLES AT ENDS OF ROLL. FOR SLOPE INSTALLATION, STAPLE ALONG LENGTH OF ROLL AT 6 FOOT INTERVALS. FOR SWALE LINER, STAPLE ALONG LENGTH OF ROLL AT 4 FOOT INTERVALS. ANOTHER ROW OF STAPLES SHALL BE PLACED IN THE CENTER OF THE BLANKET ALTERNATELY KENTUCKY BLUEGRASS 40 0.9 5.8-7.5 2 1 ANY GRADES ESTABLISHED BETWEEN MAY 15 TO AUGUST 10 SHALL PROVIDE CREPING RED FESCUE 40 0.9 13. FOR ANY SEEDING THAT TAKES PLACE BETWEEN OCTOBER 15 TO MARCH 1, EITHER RYE OR WHEAT MAY BE SUBSTITUTED AND SPREAD AT 3 BUSHELS PER ACRE. IF GRAINS ARE USED THEY SHALL BE CUT AT THE TIME OF PERMANENT SEEDING. COVER SEED WITH MULCH 1 - 1 1/2 IN. DEEP. PERENNIAL RYEGRASS 170 4.0 5.8-7.5 �t 1 MUL4:H MAr ESE: ELIMINATED EXCEPT FOR EXPOSFD AREAS. TALL FESCUE 170 4.0 5.5-8.3 2 1 2 1 = PREFERRED 2 = `,N'I-L TOLERATE TEMPORARY SEEDING KIND OF SEED PER 1000 s-:. PER ACRE REMARKS WHEAT OR RYE 3.5 lbs. 2 bu. COVER SEED 1" - 1 1/2" DEEP + SPRING OATS 2.3 Ibs. 3 bu. COVER SEED 1" DEEP ANNUAL RYEGRASS 1 Ibs. 40 Ibs. COVER WITH MULCH TEMPORARY SEEDING JAN FEB MAR APR J MAY JUN JUL AUG SEP OCT NOV DEC WHEAT f j RYE i I OATS ANNUAL RYEGRASS PERMANENT SEEDING NON- IRRIGATED IRRIGATED DORMANT NOTES: IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS. SEEDING SCHEDULE NOT TO SCAL-, 0 -YEAR ELEVATION - 3 POOL ELEVATION o I 6" DUMPED RIP RAP ON SLOPE RIP RAP DETAIL USE A COMMON ROW OF STAPLES ON ADJOINING BLANKETS -7_ SEED MIXTURES CONTRACTOR SHALL INSPECT AREAS REQUIRING EROSION CONTROL BLANKETS IdOT TO SC` _ ? 2 O z EROSION CONTROL NOTES c 0000 0 000 0 p• 0. 00000 0.00 • 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. SODDED AREA '(CROSS HATCHED) 2, ALL GRADING/EARTHMOVING WORK TO BE DONE IN STRICT ACCORDANCE WITH t ALL STATE AND LOCAL CODES AND REQUIREMENTS " 3. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, �• _�- ' TDRM SEWER z I SHALL BE DONE IN A WAY THAT WILL MINIMIZE SOIL EROSION THE CATCH BASIN IS INSTALLED 4. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO NECESSARY TO PROMOTE GROWTH. :D u A PRACTICAL MINIMUM THE AREA SHALL BE STABILIZED AS QUICKLY AS 0 STAPLE PATTERN PRACTICAL WITH TEMPORARY SEEDING PER AMOUNTS SHOWN IN NOTE #7 - ENT SURFACE 0 INSTALLED. AND WITH EROSION CONTROL BLANKETS ON ALL SLOPES AND AREAS SHOWN. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES CONTRACTOR SHALL INSPECT DAMS DALY O SHALL BE INSTALLED AS SOON AS FINAL GRADING IS COMPLETED FOR EACH DRAINAGE STRUCTURE OR EXCAVATION. 6. SURFACE WATER SHALL BE DIVERTED AWAY FROM THE PROJECT AREA WHEREVER 0 STORM STRUCTURES, WATERWAYS, OR SEWERS. POSSIBLE. AS EARTHWORK CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ' O O TAKE CARE TO AVOID CREATING ANY INADVERTENT RUN-OFF ACCUMULATION. AT __ THE END OF EACH WORK DAY, THE CONTRACTOR SHALL SURVEY THE SITE AND _ - -- MAKE ANY NECESSARY EARTHWORK ADJUSTMENTS TO INSURE. PROPER DRAINAGE o PLAN AND AVOID POTENTIAL HAZARDS TO ADJACENT LANDOWNERS. a_ 7. ALL PERMANENT SLOPES SHALL BE SEEDED WITH A MIXTURE OF MULCH (3000 #) TVnihAI n11 - ill 1000 LBS. 12-12-12 FERTILIZER PER ACRE, AND RED FESCUE AT THE RATE OF r_ 40 LBS PER ACRE and 40 lbs. blue grass per ocre. from March 1 to Moy 15 AND AUGUST 10 TO OCTOBER 15. 8. ALL SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEANING AND u' GRUBBING OPERATIONS AND SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. $ 9. ALL SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PLANS AS APPROVED BY THE CITY OF CARMEL AND HAMILTON COUNTY SOIL AND WATER. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROTECTION MEASURES • DURING CONSTRUCTION SUCH AS, BUT NOT LIMITED TO: SILTATION BASINS, SILT TRAPS, STRAW BALE DAMES, SOIL CEMENT, MULCH AND SEEDING, SOIL STABILIZATION FABRIC, AND JUTE NETTING 11. EROSION CONTROL BLANKET BY 'AMERICAN EXCELSIOR COMPANY' (OR EQUAL). ANCHOR ALL EROSION CONTROL BLANKETS AS REQUIRED PER MANUFACTURER CURLEX PRODUCTS 'CURLEX EROSION CONTROL BLANKET (48" LONG) 78 # ROLL, STAPLES SHALL BE 11 GAUGE U -SHAPED, 6" LONG, AND MINIMUM 1" CROWN. DRIVE STAPLES VERTICALLY INTO GROUND AND USE (4) STAPLES AT ENDS OF ROLL. FOR SLOPE INSTALLATION, STAPLE ALONG LENGTH OF ROLL AT 6 FOOT INTERVALS. FOR SWALE LINER, STAPLE ALONG LENGTH OF ROLL AT 4 FOOT INTERVALS. ANOTHER ROW OF STAPLES SHALL BE PLACED IN THE CENTER OF THE BLANKET ALTERNATELY SPACED FORM STAPLES AT EACH SIDE OF ROW. 12, ANY GRADES ESTABLISHED BETWEEN MAY 15 TO AUGUST 10 SHALL PROVIDE TEMPORARY SEEDING CONSISTING OF 40 LBS. PER ACRE OF ANNUAL RYE GRASS. 13. FOR ANY SEEDING THAT TAKES PLACE BETWEEN OCTOBER 15 TO MARCH 1, EITHER RYE OR WHEAT MAY BE SUBSTITUTED AND SPREAD AT 3 BUSHELS PER ACRE. IF GRAINS ARE USED THEY SHALL BE CUT AT THE TIME OF PERMANENT SEEDING. COVER SEED WITH MULCH 1 - 1 1/2 IN. DEEP. 14. IF TEMPOrARY SEEDING IS ESTABLISHED PRIOR TO PERMANENT SEEDING, THE �t MUL4:H MAr ESE: ELIMINATED EXCEPT FOR EXPOSFD AREAS. TEMPORARY SEEDING JAN FEB MAR APR J MAY JUN JUL AUG SEP OCT NOV DEC WHEAT f j RYE i I OATS ANNUAL RYEGRASS PERMANENT SEEDING NON- IRRIGATED IRRIGATED DORMANT NOTES: IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS. SEEDING SCHEDULE NOT TO SCAL-, 0 -YEAR ELEVATION - 3 POOL ELEVATION o I 6" DUMPED RIP RAP ON SLOPE RIP RAP DETAIL USE A COMMON ROW OF STAPLES ON ADJOINING BLANKETS -7_ I` -I lP-- �' iT I r EROSION CHECK SLOT (3"x3") PLACE AT 50' INTERVALS ON SLOPES EART' BACKFILL WITH SOIL (-; li--i --DOUBLE LAP ALL JOINTS - ANCHOR i-ITI_ ANCHOR TRENCH ® TOE I _ - i - t71 BOTTOM OF SLOPE EROSION CONTROL BLANKET SCALE: NOT TO SCAL: EROSION CONTROL BLANKET REQUIRED PRIOR TO SEEDING SWALE _7\ 3 (MAX) I SWALE CROSS SECTION , ,, i.L . 2" -- � --�,. �- #8 WASHED GRAVEL OR APPROVED EQUIV. --- SHAPED BOTTOM OR 4" OF #8 WASHED GRAti'LL UNDER-- NEATH TILE PROVIDE UPIDERDRAIN IN ALL LOCATIONS WHERE SWALE HAS f' A SLOPE LESS THAN 1.0 l NOT TO SCALE 0 � CONTRACTOR SHALL INSPECT AREAS REQUIRING EROSION CONTROL BLANKETS O z - c 0000 0 000 0 p• 0. 00000 0.00 • (3) STAKES PER BALE WEEKLY TO INSURE SEEDING TAKES HOLD. SODDED AREA '(CROSS HATCHED) �9 00 g Oo°p g O I O ALL AREAS THAT NEED TO BE RESEEDED DRAINAGE I 1 SHALL BE DONE AS QUICKLY AS PRACTICAL. O STRUCTURE _�- ' TDRM SEWER z I GRASS SEED SHALL BE WATERED AS THE CATCH BASIN IS INSTALLED --t-- - EROSION MATTING -- SEE SPECIFICATIONS i - NECESSARY TO PROMOTE GROWTH. :D u AND SHALL REMAIN UNTIL PERMAN- 0 STAPLE PATTERN DETAIL I` -I lP-- �' iT I r EROSION CHECK SLOT (3"x3") PLACE AT 50' INTERVALS ON SLOPES EART' BACKFILL WITH SOIL (-; li--i --DOUBLE LAP ALL JOINTS - ANCHOR i-ITI_ ANCHOR TRENCH ® TOE I _ - i - t71 BOTTOM OF SLOPE EROSION CONTROL BLANKET SCALE: NOT TO SCAL: EROSION CONTROL BLANKET REQUIRED PRIOR TO SEEDING SWALE _7\ 3 (MAX) I SWALE CROSS SECTION , ,, i.L . 2" -- � --�,. �- #8 WASHED GRAVEL OR APPROVED EQUIV. --- SHAPED BOTTOM OR 4" OF #8 WASHED GRAti'LL UNDER-- NEATH TILE PROVIDE UPIDERDRAIN IN ALL LOCATIONS WHERE SWALE HAS f' A SLOPE LESS THAN 1.0 l NOT TO SCALE 0 II O z - c 0000 0 000 0 p• 0. 00000 0.00 • (3) STAKES PER BALE 4 SODDED AREA '(CROSS HATCHED) �9 00 g Oo°p g O I O W DRAINAGE I 1 SSW BALES SHALL BE INSTALLED WHEN O STRUCTURE _�- ' TDRM SEWER z I O THE CATCH BASIN IS INSTALLED -1 7 �I rzv �, v ° E,cocp :D u AND SHALL REMAIN UNTIL PERMAN- 0 vi z Q _i- - - ENT SURFACE 0 INSTALLED. TOP VIEW to O CONTRACTOR SHALL INSPECT DAMS DALY O in TO INSURE SEDIMENT IS NOT ENTERING - 0 STORM STRUCTURES, WATERWAYS, OR SEWERS. O O O O O O 1 O __ _ __ _ - -- TYP. STRAW BALE o PLAN VIEW a_ TVnihAI n11 - ill kAt^ 1rNrA1 C`TA 1/ r - ELEVATION NOTE: USE AT ALL EXISTING INLETS AND AT ALL OTHER INLETS AS NEEDED DURING CONSTRUCTION. STRAW BALE SEDIMENT TRAP NOT 10 SCAL,= USE 4 STAPLES ACROSS AT THE START OF EACH ROLL AND CONTINUE TO STAPLE THROUGHOUT THE LENGTH OF THE ROLL. (100) STAPLES MINIMUM PER ROLL. SILT FENCE SHALL BE INSTALLED BEFORE EARTH MOVING ACTMTES TAKE PLACE AND SHALL REMAIN UNTIL PERMAN- ENT SEEDING HAS TAKEN HOLD_ CONTRACTOR SHALL INSPECT FENCES DAILY TO INSURE SEDIMENT IS NOT ENTERING WATERWAYS OR SEWERS. FENCE POSTS All SLT FENCES ARE � TO BE PLACED AT TOE OF SLOPE + PERIMETER OF GRADING AREAATTACH FILTER FABRIC TO WIRE FENCE & EXTEND IT INTO TRENCH EXCAVATE 4" x 4" TRENCH UPSLOPE ALONG POSTS o --- STAPLE WIRE FENCING TO FENCE POSTS (BACKFILL & COMPACT EXCAVATED SOIL GRADE INTO TRENCH) L NOTES: 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 112 THE DESIG!� DEPTH OF THE RAT. SILT FENCE DETAIL �` NOT TO SCALE HYDROSEEDED & MULCH OR SEED & EROSION CTRL. BLANKET AS SPECIFIED (4 MAk -- 3'-p" MIN _ SODDE AREA I �i F END SECTICN R.C.P. STORM SEWER L GABiON BASKF-S OPTIONS FOR END SECTIONS: -PRE CAST . - CONCRETE SLCPE WAL,. CROSS-SECTION EROSION CONTROL SEQUENCE 1) INSTALL STABL.a3 ENTRANCE WHEN MOBLQING EXCAVATION EOUPMENT. 2) INSTALL SILT FENCE PRIOR To RVIATI NG ANY EXCAVATION. 3) INSTALL SWALE ALONG THE LEGAL DRAM PRIOR TO THE INSTALLATION OF ANY OTHER STORM STRUCTURES OR EXCAVATIONS TO TRAP SEDIMENT. 4) PROVIDE INLET EROSION CONTROL MEASURES • EACH LOCATION AS SOON AS INLET / STRUCTURE IS INSTALLED. 5) PROVIDE TEMPORARY SEEDING AND EROSION CONTROL BLANKETS LATELY AFTER BACK FILLING EXCAVATKDN8. 6) INSTALL PERMANENT SEEDING AS SOON AS PRACTICAL ONCE EXCAVATION AND DIRT MOVING ACTH TIES ARE COM F I-ETED. HYDROSEEDED & MULCH OR ---- SEED & EROSION CTRL BLANKET AS SPECIFIED 4 MAX.) 3• �" "MIN' 1 SWD D AREA (CROSS-�ATCHED))1 R C.P. STORM SEWER CAB,ON BASKETS ,!ABION r BASKET 1 z - c 0000 0 000 0 p• 0. 00000 0.00 • � z 4 SODDED AREA '(CROSS HATCHED) �9 00 g Oo°p g SODDED AREA W O•a o �Q� O dp 0 O q06� (CROSS-HAICHED w / q�30o (� � 0° 0b nn�' t�yp �r0•��j °� �o-- .rodj � ^n • 0 W 0 go:,a�°OoOC' c0 _�- ' TDRM SEWER z I R.C.R. STORM W -1 7 �I rzv �, v ° E,cocp :D u act 0 O • o 0 vi z Q _i- - - 0 TOP VIEW 0 O v zARM 0 w, o W w a- 0 :D u w vi z Q cn o CI_ 0 to in �� - v Q - > w Ir 5 LJ Cr cn w a, rn o 0 a_ CV tN u' 0 O v v a- 0 Q N 0 O O �� O W a_ f� DRAWN BY: PAW CHECKED BY: ALD PROJECT No. 9905-008 SHEE 1 No. �12 11 X ' RIGHT-OF-WAY i ,n 30' 1 BACK - BACK Am No F400mv. 1 1 1" HOT ASPHALT, SURFACE i 3" HOT ASPHALT BINDER i 9" COMPACTED #53 STONE `ROWN 27 FRI ENGINEERED COMPACTED FILL 24" ROLLED CURB 24" ROLLED CURB SEE DTL. 5/13 SEE D L 5/13 -PAVEMENT CROSS SECTION , ' NOT TO SCALE p 3 1 HOT ASPHALTIC CONC. SURFACE COURSE / { TACK COAT 3" HOT ASPHALTIC CONC. / BINGIER COURSE 01- i " 9" No. 53 COMPACTED STONE y ) 0 COMPACTED, WELL DRAINEDE7 5U81314AD£V/X\�/ VA V V•. _ ASPHALT PAVEMENT SECTION tURW7 TU SCALE 4' - 0" MIN. 1'-0 PROPERTY LINE Eo LAWNS1. TOP IOP SDIL 71 PREPARED SUBGRADE BACK FILL TYPICAL SIDEWALK SECTION y THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. UBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVE SHALL BE COMPACTED IN ACCORDANCE NTH COMPACTION SPECIFICATIONS I- uj uj z z o a, » } $ a Lj JW w w w LL v 6'--C" BETWEEN R -- o TANSVERSE JOINTS -- r P"� 0" BETWEEN EXPANSION JOINTS (MAX.) 7E-1t�� 1 CONCR T WALK DETAIL 3 �1 I i i SIDEWALK ' - AOA CURB Nw GRASS I DETAK NOT TO SCALE MCAL VALLEY GUTTER I T, N ro n PAVEMENT . I A//AX/ / N SUBGRADE AGGREGATE \/\ DEPTH VARIES 2'-0' j j A / (DEPENDENT ON \ \ LOCATION) j #8 WASHED GRAVEL OR CLASS 'A' WASHED STONE j S" PERFORATED CORRUGATED. / P.V.C. (ASTM F 405) » IN. » MIN. 12- MIN. r. _ t8"- MAX. CONCRETE CURB DETAIL o TWE \ ._-_.COMPACTED SUBGRADE PIPE GRADE SWALL MATCH PAYEM£NT GRADE &` DISCHARGE INTO CURB INLET z 0 g J � a W Z io 1 T-, 1 O n u1 m EXISTING ROADWAY z _ (ASPHALT) 7 ]�I ml NOTES: 1. 1" - 2 1/2" CRUSHED STONE, NOT LESS THAN FULL WIDTH OF INGRESS AND EGRESS. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCF ONTO PUBLIC RIGHT-OF-WAY. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WH,('H DRAWS INTO AN APPROVED SEDIMENT TRAP. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING ROADWAY. ALL SEDIMENT SPILLED, TRACKED, OR DROPPED ONFO PUBLIC RIGHT - 0F -WAY MUST BE REMOVED IMMEDIATELY. STABILIZED CONSTRUCTION EXIT r7 NOT TO SCALE ay 1" R. 1" R. 3" TOP SOIL BACKFILL SUBGRADE AGGREGATE DEPTH VARIES NOTES: 1. EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. 2. CONTRACTION JOINTS AT 10' o.c. (LINEAR), AND 5' o.c. (CURVATURE). 3. JOINTS TO BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS OF 1/2" MIN. CHAR— BACK CURB DETAIL NOT TO SCALE AVEMENT NOTES: 2" INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SECTION 718 OF THE INDIANA DEPARTMENT OF TRANSPORTATION I STANDARD SPECIFICATIONS. UNDERDRAIN SHALL NOT BE INSTALLED UNTIL FINAL GRADING — �— AND COMPACTION IS COMPLETED ON SUBGRADE ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE. ?4" N UNDERDRAIN SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED -------- -- y BENEATH THE UNDERDRAINS ARE IN PLACE. (I.E. WATERMAINS, STORM, SEWERS, SANITARY SEWER, ECT.) ( cry nl cc); I-LOWPOINT -I - T.C. ELEVATION I 4 2" A- T..IS POINT , t G I T T. -T C - - 0 �c C) 0 (-j C r C, 0 T (J O J 7 �U> C', (� J OO nO ,JC, • C SUBGRADE O UO i O O i O O O U O'D i 0 G 0 O C U O 'DC,0 DEPTH VAR IES O 7 O O G -J C OJ 0 G O O G 0 O 0 _ NOTES: 0 0 C 0 (D EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. C,C0 Ct ' CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' 0, C. f �' `D (•, ON LINEAR SECTIONS AND 5' G.C. ON CURVES. CONSTRUCTION JOINTS SHALL BE TOOLED OR SAWN IN O C_ I) C) , G L - CONTINUOUSLY POURED CURBS TO A DEPTH OF 112- MIN a U U O D `> 0 U DC 00� 11 C) c �y C C` Ct�O` J,}o VALLEY GUTTER DETAIL N�1 ELM 3" TO 4" (75MM TO 100MM) HIGH LETTER TO BE STAMPED AS FOLLOWS: S IS FOR STORM SEWER SS IS FOR SANITARY SEWER D IS FOR SURFACE OR BASE DRAIN C IS FOR CONDUIT 1. CURB TO BE STAMPED AT ALL LOCATIONS WHERE ANY OF THE ABOVE CROSS UNDER A CURB. 2. LETTER TO BE STAMPED PRIOR TO CONCRETE SETTING UP, WHENEVER POSSIBLE. 3. STAMP TO BE A MINIMUM OF 1;'2 INCH (10 MM) DEEP. 1 C HOT ASPHALTIC CONC. 1. AUXLARY LAMS. OWERSK E N ! W. WILL NOt \ \ \ \ A ` v K REOUN11M N UMW MEAS WHEW ADEQUATE , LANES ARE iMORJO-E FOR THE MIR AWWT OF TACK COAT TRAFFIC OR $?M5 PM SKM TWJ' THE I%owaS I 5" HOT ASPHALTIC CONC.DO BASE COURSE A OR EGRIM TO THE PROPEW" CM K MADE S ELY WnOJ' A10M tAHM II 2 PAIM" DES" AND NATER4ALS UM IN ALL M,5',w'•- A.�J "OHAI TAPER OIS'M1C[ MINIMUM FROM 3' E BACK CURB I I C0MSt114JCr0h WTM1W TWE 5,oM AREA MUST MEET WEGitgTIOt•S OF THE AG06CY IWYNG kE;D-ONA TO TAPER iNuc t2' p —'i AirtmoocnooL WWTH TD mym ExISTINO � S PN?JiEM WTtirH. 1. ED, VOLLUD Q • � rn NT INRJUAMIW WOES*LI DE f I HF.OU RED, (FV Ta ONENSIOrS AC.S,U.V t W) S ul uI >1 a 78 1 N w 4 i' Jt. _.__.... MINIMUM OIMENW S BY FUNCTIONAL TYPE —FOR- OR2-LANE , 2-LANEPAv "DED OR UNDIVIDED ENTRANCE I •i ITEM ,ExPRESSWA;Aprow S;aE°R OLLECTCR VOCAL i TAV 5� L'iv URONRO OIV U%?V r - g Ip o I �` Ji - sa UK ECR 70M Fp AlTHIS DIMENSION IS FOP UNDNIDEG ENTRANCE 9/ THIS DIMENSION IS FtJR DIVIDED ENTRANCE SUBDIV7SION EN TRANCE I TT 0 0 SCALE PROVIDE TRANSITION BETWEEN STABILi4 CONSTRUCTION ENTRANCE AND EXISTING ROADWAY 50' MIN. EXISTING ROADWAY z _ (ASPHALT) 7 ]�I ml NOTES: 1. 1" - 2 1/2" CRUSHED STONE, NOT LESS THAN FULL WIDTH OF INGRESS AND EGRESS. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCF ONTO PUBLIC RIGHT-OF-WAY. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WH,('H DRAWS INTO AN APPROVED SEDIMENT TRAP. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING ROADWAY. ALL SEDIMENT SPILLED, TRACKED, OR DROPPED ONFO PUBLIC RIGHT - 0F -WAY MUST BE REMOVED IMMEDIATELY. STABILIZED CONSTRUCTION EXIT r7 NOT TO SCALE ay 1" R. 1" R. 3" TOP SOIL BACKFILL SUBGRADE AGGREGATE DEPTH VARIES NOTES: 1. EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. 2. CONTRACTION JOINTS AT 10' o.c. (LINEAR), AND 5' o.c. (CURVATURE). 3. JOINTS TO BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS OF 1/2" MIN. CHAR— BACK CURB DETAIL NOT TO SCALE AVEMENT NOTES: 2" INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SECTION 718 OF THE INDIANA DEPARTMENT OF TRANSPORTATION I STANDARD SPECIFICATIONS. UNDERDRAIN SHALL NOT BE INSTALLED UNTIL FINAL GRADING — �— AND COMPACTION IS COMPLETED ON SUBGRADE ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE. ?4" N UNDERDRAIN SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED -------- -- y BENEATH THE UNDERDRAINS ARE IN PLACE. (I.E. WATERMAINS, STORM, SEWERS, SANITARY SEWER, ECT.) ( cry nl cc); I-LOWPOINT -I - T.C. ELEVATION I 4 2" A- T..IS POINT , t G I T T. -T C - - 0 �c C) 0 (-j C r C, 0 T (J O J 7 �U> C', (� J OO nO ,JC, • C SUBGRADE O UO i O O i O O O U O'D i 0 G 0 O C U O 'DC,0 DEPTH VAR IES O 7 O O G -J C OJ 0 G O O G 0 O 0 _ NOTES: 0 0 C 0 (D EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. C,C0 Ct ' CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' 0, C. f �' `D (•, ON LINEAR SECTIONS AND 5' G.C. ON CURVES. CONSTRUCTION JOINTS SHALL BE TOOLED OR SAWN IN O C_ I) C) , G L - CONTINUOUSLY POURED CURBS TO A DEPTH OF 112- MIN a U U O D `> 0 U DC 00� 11 C) c �y C C` Ct�O` J,}o VALLEY GUTTER DETAIL N�1 ELM 3" TO 4" (75MM TO 100MM) HIGH LETTER TO BE STAMPED AS FOLLOWS: S IS FOR STORM SEWER SS IS FOR SANITARY SEWER D IS FOR SURFACE OR BASE DRAIN C IS FOR CONDUIT 1. CURB TO BE STAMPED AT ALL LOCATIONS WHERE ANY OF THE ABOVE CROSS UNDER A CURB. 2. LETTER TO BE STAMPED PRIOR TO CONCRETE SETTING UP, WHENEVER POSSIBLE. 3. STAMP TO BE A MINIMUM OF 1;'2 INCH (10 MM) DEEP. 1 C HOT ASPHALTIC CONC. \ V y \, A ` \ \ \ \ A ` v SURFACE COURSE ---- - ' , TACK COAT UTILITY EASEMENT I 5" HOT ASPHALTIC CONC.DO BASE COURSE I? o (!) II MINIMUM FROM 3' E BACK CURB I I 6" No. 53 COMPACTED STONE FK, 8" No. 2 COME A TED STONE.,,yx`\.. , COMPACTED, WELL DRAINED SUBGRADE TOWNE RD. ASPHALT PAVEMENT SECTION MIN. Cx24"x0.100 ALUMINUM MTH DOUBLE FACED GREEN T i RE 1ECTORIZED ENGINEER GRADE_ II i BACKGROUND PER STANDARD SPECS. II°j SEC 91210 AND 4" WHITE �; I REFLECTORCED ENGINEER GRADE LETTERS. I of ADAPTER —.ASSEMBLY .ASSEMBLY 'SEE BELOW) TF 3 LBS./Fl. GREEN PAINTED OR GA[VANIZED--� 1, CHANNEL SIGN POST PER STANDARD SPECS SEC. 909.14(x) Illi o 1111 j DRIVEN OR SET IN--`- f COMPACTED BACKFILL fill ILII fill { ADAPTER ASSEMBLY a 1 I 1 NOTES. 1.) PRIVATE STREETS SHALL OF SO INDICATED ON THE LEFT WWD SIDE OF THE SIGN WITH DUAL LINE 1 1,2 BLACK LETTERS ON YELLOW REFLECTORIZED BACKROUND PRECEDING THE STREET NAME. 2. ONE SIGN ASSEMBLY SHALI. BE LOCATED Al EACH INTERSECTION ON THE NORTHEAST CORNER WHEN POSSIBLE, 3.1 STOP SIGNS SHALL NOT BE INSTALLED ON THE STREET NAME SIGN POSTS. SUBDIVISION STREET NAME SIGNS (H.C.H.D. DETAIL S--2) 12 NOT TO SCALE 3 MARKED OR i --� - -- UNMARKED - CROSSWALK I—tSTREF7 NAME MAJOR - - + ` SIGN (N.E. CORNER) ROAD --------- -- SIDEWALK -M{N. 6' 4'MIN. - 1P SIGN FACE OF CURB ( 1' MIN. to 12' t/- _ 1 - MINOR CROSSROAD CURBED CURBED SECTION SECTION NOTES: ADDITIONAL INFORMATION MAY BE FOUND IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SUBDIVISION SIGN PLACEMENT (H.C.H.D. DETAIL S-3) , NOT TO SCALE ? 3 70 FT. HALF ADDITIONAL PVMT.* EXISTING PVMT. 12'-0" PAVEMENT 3'-0" 7=0" MIN. SLOPE: 1 /4" PER FT. -_ -- TSLOPE: L 2' PER R —_� 16" \ # 73 STONE `PAVEMENT SECTION AS REQUIRED BY ORDINANCE 1 3 ---- 270" MIN. 0 11'-0" MIN. 2'-0" 8'-0" •• 1'-0" SLOPE (TYP) 1/2" PER FT. MIN. - SLOPE - 1/4" PER FT. I S`OpE 4.1 , 4" SIDEWALK WHERE REQUIRED W OF SIDE DITCH z I 3 * VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER. 5'-0" WHERE REQUIRED BY ORDINACE. ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE. HAMILTON COUNTY HIGHWAY STANDARDS W Vi z I CABLE TV, ELECTRIC &; 3'-0 I 3'--0" IT d I W �I TELEPHONE LINES, MAY' MIN. MIN. y 7 z Z e BE BURIED TOGETHER Iw� _�1 8' �' ; ! OR INDEPENDENTLY 18" z 7 a Lu 7--.I ANYWHERE WITHIN THE n'EASEMEN ( I I (MINIMUM OF 24" DEEP! f iN COMBINED DRAINAGE,; ^` ' UTILITY EASEMENT.) I - - -- - -- -- --- - 00I II GAS UNE WATER MAIN ��^^ l I (MIN 42" DEEP) (MIN.54" COVER) l��`—•— .L.� .—. .—.—.—.—.—.—.—. —.—._. _.—. TAP TO HOUSE j (TYP ICAL) L CONDUITS FOR FUTURE UTILITY CROSSINGS MAY BE INSTALLED AFTER UNDERDRAINS & PRIOR TO CURB & PAVEMENT IF DESIRED TO AVOID FUTURE BORES AT 48" (DEPTH SHALL BE 24" BELOW TOP OF BACK OF CURB. NOTE 1.) ALL TAPS, LATERALS, PUSHES. BORES AND OTHER UNDERGROUND ROAD CROSSINGS FOR ALL UTILITIES SHALL BE AT A MINIMUM CF 48" BELOW THE PAVEMENT SURFACE TO AVOID DEFLECTIONS WHICH WILL DAMAGE THE UNDERDRAIN SYSTEM. 2.) ALL UTILITIES TO BE INSTALLED UNDER THE ROAD OR CURB SHALL BE INSTALLED PRIOR TO THE UNDERDRAINS IF A TRENCHING OPERATION IS TO BE USED. SUBSEQUENT TO THE UNDERDRAINS BEING INSTALLED, NO TRENCHING OR PLOWING WILL BE ALLOWED ACROSS THE ROAD OR CURB SUBBASE FOR UTILITY INSTALLATIONS WITHIN THE R/W. IN NO EVENT SHALL CI_ITTING OF THE ASPHALT BINDER, SURFACE OR CONCRETE BE ALLOWED. NO UNDERCUTTING OF IN --PLACE CURBS WILL BE ALLOWED. 3.) ANY REPAIRS TO THE UNDERDRAIN SYSTEM SHALL BE INSPECTED BY THE SURVEYOR'S OFFICE WHEN A REGULATED DRAIN IS INVOLVED, OTHERWISE BY THE HAMILTON COUNTY HIGHWAY DEPARTMENT. 4.) WATER TAP & CAS TAP P;TS SHALL BE GRANULAR BACKFILLED TO WITHIN 10" TO THE TOP OF CURB. 5) THIS TYPICAL DETAIL APPLIES ONLY TO ROADS HAVING THE R/ W AND EASEMENT CHARACTERISTICS AS SHOWN ON THIS PLAT, 6.) ALL DEPTHS MEASURED FROM TOP OF BACK OF CORP. 7_) DEVIATIONS WILL REQUIRE A VARIANCE FROM THE COUNTY ENGINEER. TYPICAL UTILITY LOCATIONS AND UTILITY EASEMENT 25' - - R`W} V) 25' R/W � -� UTILITY EASEMENT I I ( I? o (!) II MINIMUM FROM 3' E BACK CURB I I 3' I MINIMUM FROM BACK OFCURB p —'i IF � S I Q • � rn ; f I �° S ul uI a N w 4 i' I , N I •i z i Ip o I Lj w i.J 1 I W I ai y I I 1 I 3 •I C I o I A i I C D 1 I a w I I I� Z �c IN L, �_ � .w w o I W s• ! > a I v ZQ MI P4 I I •.. ( a 4. 1 < 14a w m � I I w I r pl i Ili 41 = I 0 I I I Nil nl w m al NOTES 1.) R/'W SHALL BE INCREASED WHEN ROAD WIDTH (B --B CURBS) EXCEEDS 30'-C". 2.) ONLY GAS & WATER UTILITIES ARE ALLOWED TO BE LOCATED IN R/W. ALL OTHERS SHALL BE LOCATED IN THE UTILITY EASEMENTS, EXCEPT TO CROSS ROAC 3.) DEVIATIONS WILL REQUIRE A VARIANCE DURING THE PERMIT PROCESS. TYPICAL UTLITY LOCATIONS ON A LOCAL ROAD NOT TO SALE IL l.�l or_ O 3 w V) Z 0 ((� (10 I? o (!) Q w 0 � S rn rn �° S a N N 4 N W.c c m ir v W w Q.- r cc0 .r M - as � � w n N � a�o a: o I w a Yo o� J o_ in n uV w ij Q cif) w o cn a LLj LEV r Q DRAWN BY: PAW CHECKED BY- ALD 9905-008 SHEET Nc:, 13 IN ---- MINIMUM CF 6" TOPSOIL OVER EXCAVATION TO ENSURE GROUNDCOVER GROWTH DIAM. IF REQUIRED SKIRT - / �s-- //\<���//� ��� \ A T ---------_ ----- -- -- ��-- - --- -- W A ___ _. I OFFICE OF THE HAMILTON COUNTY SURVEYOR 1/32' PER 1' -- —_ -----_ - ---- B' BORROW OR EQUAL TAPER EA. VAA GRANULAR MATERIAL PLAN VIEW SIDE COMPACTED TO 95 % DSILTY HORIZON STANDARD PROCTOR E I _-_-------- - t 1/z" R HORIZONTAL FLARE GROOVED END ON OUTLET, i TONGUE END ON INLET RIP -RAP TO BE PLACED ON SIDE ' _ // 'J'1 B SLOPES NOTE: L �/ ,\ \, ! - -- -- • -s- - PRECAST CONIC. ADJUSTER RINGS _ TEMPORARY EXTENSION ABOVE f NCTL: ALL BEDDING & INITIAL BACKFILL _-_-------- ; I IF NEEDED, (4 MAX) -OLE PIPE -PIKE TURNS GROUND TO BE REMOVED UPON SHALL BE INSTALLED IN 6" - 12' ~IIA. F DIA. G� COMPLETION OF HOUSE ! STEEL FENCE POST \\ \ BALANCED LIFTS - 135 -Tc 67 o-! 6" x 6' WIRE MESH __ 96' S4 86 t - TFR THAN 4.5__7_0 90' ALL MEASUREMENTS TO BE 1 96 _ 48 RFI. , CAP & TAPE — /////\//\��\//I STORM INLET SEDIMENT TRAP REINFORCEMENT Q CASTING FRAME & COVER r MEASURED FROM BACK OF CURB j a? GR _THAN4T 1'b- i z A MINIMUM 9" OF CLEARANCE �_ AS SPECIFIED }- 6 ��; 8a 48" TURNS UP 'C a5 � Z Z 25 O.D. + 12" SHALL BE PROVIDED ON EACH SEDNMT TRAP SHALL. BE GLEAM - �� 72 _��" -�_ 0_PP_f 4! - n O SIDE OF THE (STALLED IPF I OUT WHIM MA�pAL IS 112• DEEP I 3 GROOVE - OUTLET END \ / 6--6-0-- _ _t 24 -33 GREAT�E-R THAN 45' T.0 90'j � I 18" 8 �° PROPOSED GRADE I O 34" TRAP SHALL BE NSTALLED WEEN TONGUE - INLET END I + / -- (�--- ' LL_Lil W CONCRETE PIPE TRENCH DETAIL (w;/1 s' of RAVEMENT , - - ----- ' I TIE CATCH BA.V 13 MJSTALLED ; ASPHALTICOf 2 1 SLOPE AND 9FL4LL REMAN UNTIL PERMAN- �- -- _ - - -� ____ I o RUBBER SEAL CONCRETE REDUCER CAP - - # 14 OR LESS EDIT SURFACE IS MTALLED. BETWEEN JOINTS 1� / / / / -• � 0 0 � (Y FULL .HEIGHT MANHOLE � � 1 � O O O O / —___ SECTION A—A 5" �' W _ _ ' ui SCAL 7 2" = 1 '-- 0' ON ALL SIDESF — _ STEPS AS SPECIFIED _ > > �: I 22" I END -SECTION SHALL COMPLY WITH ALL APPLICABLE PORTIONS OF AS.T.M. C76. O o c \ \ I U ch /; -- MINIMUM OF 6" TOPSOIL OVER EXCAVATION ►------------------�, n 0 oL o 0 0 o n n a w Ld >iD - -- - - --- - - fyOTF. 0 0 0 > 0 0 n 0 0 0 �/� i cr cr cn v; TO ENSURE GROUNDCOVER GROWTH / Dl4M. WALL Tor G WEIGHT A B C D E DIAM. +1" R -i R-2 SKIRT - MANHOLE CONFORMS TO n O STM A NO 13R CK 8 IF REQUIRED / 12 2 — 1 1/2 530 4 24 48 1 2 72 7/8 24_ 13 - 1016 9 _ 3 1 �2 - I 0 BLOCK / _ 15 2 1/4 2 740 6 27 48 73 30 16 12 1 2 11 J�2 IN 'DIA SUBSURFACE - WILL ! O, O O O O R L y / ---- --- _--- --------- L 0. C. NEENAH IRON GUTTER -•�— - TILE'T"STUB WHEREAREQ'D BE ALLOWED IN MANHOLE FW-- O O O O - — 18 _ 2 1/2 2 1/2 _ 990 9 27 46 73 36 19 5 1 2 12 4 INLET FRAME AND GRATE - -- --- ____l1/8 --- _ O-RING REDUCING TEE <D \ \ \ 21 2 314 _ 2 1/4 1280 9 _ .75 38 73 42 —22 16 t 6 13 _ 4 OIA_FgSPFiOLTt GASKET M0.5TIC OR 6" MIN. a / 1 24 3 - 2 1/2 1520__9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 14 4 1 �2 (MIN.) �_ REQUIRE C) \ N O \ N \ \ \ �� / L BUTYL RUBBER SEAL SSD MAIN �; WIN LOPE 0.3 't J7 \ \\/'� N I IIf \ BETWEEN MANHOLE JOINTS REGULAR BACKFILL IF (A �'�- 1/2" PER FOOT SLOPE i" M!N r MI 3" MIN. 4' SSD � � � ¢ -- PREFORMED HOLE TO MAX MIN MI T /'1 /\ \ B' BORROW OR EQUAL \ it ' ' of PIPE o. D. + s' w/NON- 12' MIN. GRANULAR MATERIAL 'i 6" i END -SECTION DETAIL o ` ____ • V III SHRINK CEMENT GROUT / COMPACTED TO 95 % yT_ I NOT 70 SCALE 14 . MIN SEPARATE BASE & RISER \\ f- o STANDARD PROCTOR--- II --- INVERT 12' R. C. P. 3"•MIN SECTION IS OPTIONAL DENSITY 14 7, - °NF COMPLETE UNIT OF PRFCAST CONCRF?E NOTE' ALL BEDDING & INITIAL BACKFILL IE"------�- �fi�I MANHOLE BASE AND RISER OF APPROVED ALTERNATIVE ----------'_—r== ' -t \ SHALL BE INSTALLED IN 6" - 12" \ \\ \ 13 BARS* 1z• oc. EACHWAY BALANCED LIFTS -- THERE IS NO DETAIL No. I1 MANHOLE DETAIL24'"0 THRU 48"0 76 TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS p> A MINIMUM 9" OF CLEARANCE SCA(_F: i�8"= 1 -U 14 f --- -_--- --- -- ; O c� SHALL BE PROVIDED ON EACH I I 15 O.D. + 2" STANDARD PIAN 1 I-------- SIDE OF THE INSTALLED PIPE NOTE: USE NOEPENDENT CONCRETE PIPE CORP. INLET TYPE A OR EQUAL. .TSD ROCK RIP RAP -- ! N CONCRETE PIPE TRENCH DETAIL MOR THAN 5' FROM F-vMT 2 CATCH BASIN s -- - --- - ---- --- -- -- --- -- --- - - _i__ cl) � 4\ SLOPE_ 1% _ SCALE: ?/2"' NOT TO SCALE 14 TYPICAL LATERAL �.• v, �� / /� , NOT TO SCALE 7 4 M -- MINIMUM OF 6" TOPSOIL OVER EXCAVATION TO ENSURE GROUNDCOVER GROWTH EASEMENT EASEMENT '�/• / 15' MIN. 15' MIN. V) 100 YEAR 2' FREEBOARD MIN Op�j t 7 BOLT TO APRON 6'F ROM EDGE OF-� MIS NOPM.AI :'001 /SMERGPILLWEANCY cO a 'B' BORROW OR EQUAL GRANJLAR MATERIAL CONCRETE 3 BOL RTES REQ'D J EMERGENCY SPILLWAY SECTION �2T 100 YEAR I r COMPACTED TO 95 % STANDARD PROCTOR t /4" : 4' x t0' I /! 2' MAXMx. DENSITY - �' i NO SCALE I 10' MI ! 10' MiN EQGAL slzE sr�, a" �s' TYP. _ 'ti; A A Z Wz f /\ j\/ \ % 111-;S CRUSHED SEicDDING NMATOERIAP HANDEDTAM E APRON 1 N zi ! H-BAR HO BAR I OIA D1N I 1-_ L 34 °D J - cv % \ �t� ` REQ'D i T MIN _. - - - - - •+a O // 3t \ /\\ OR WALKED INTO PLACE. 8 L - 5 8 ¢ --4- 24 -3 -+-'''y _ _J a0I `in 5�0 x_3'40 4 2 �W -- \/ --- ' L o _30__-r-5 B 0 3i4 tD 4 /2 7 112 '-- - ROCK RIP RAP i O J Lp NOTE: ALL BEDDING & INITIAL BACKFiL a 36 31 4 0 1 �J - _4 112 10 1/2 W a0 Q 1 /< SHALL BE INSTALLED IN 6" - 12" q2 �- 3 a m a 3 is t 112" \ \\\ \\ \ `\ w 54 31 4 0 _ _' /2 PIPE-{ ---4 fi-3 /4 \_\ �• J \ PLACE 1 ED DIAMETER EXTRUDABLE ~ `� U / BALANCED LIF?S n_ _483_ 4 _ 2 PIPE 3 a_ 12�.� r PREFORMED GASKET MATERIAL IN 1 1 - ' 2 t a1 EACH KEYWAY (SEE DETAIL) A MINIMUM 9" OF CLEARANCE = 60 314 0� I" '2 PIPE 5 3'4 -7-74 / 1,25 0. D. 1-12" SHALL BE PROVIDED ON EACH a 72 _rt 3 �4�4 0 PIPE + -5 - -- 3 =a 1 a ice% /j����' '/ �` /��� j /• �� / � � j— ----- 8a 4 t,— P P } —; 5_ LAKE CROSS—SECTION SIDE OF THE INSTALLED PIPE ✓ 2 / 2 0 e -- ` ' z a \/ '��, \yVA/�i�Y�A/AAA � ; PLAN VIEW � PLASTIC PIPE TRENCH DETAIL (w/r 5' of PAVEMENT) 3 �___i/2021a� 5 1 3 1 2 4 ' AskM /'\�ii�/ v�� -� 4 63 1 _�_ 5"80 _ 4 1 2 4 2 Z4. V- BARS I I¢ I SCALE: ?" _ ?'ro 14 21 1/20 ---5,'B m 4 112 s 9k` i ----- - a- -� ' 4'-0" 4'-0" 4'-0" C 24 5/80 3/40 a - + 1 2-- 5 _-_--_ Q cit cc a 27 5 '8 0 3 '4 0- 4 -�-' 2 5 1 12 ------ - J MINIMUM OF 6" TOPSOIL OVER EXCAVATION d °S '�- TO ENSURE GROUNDCOVER GROWTH 3 ��a0+ } .a �4 _4 8 H - BARS _ - w 30 � 5 8 0_ a EMERGENCY SPILLWAY SECTION 24—° -� I-- -► z rt -1 -�-- A BASE EXTRUDABLE PREFORMED 34" O -D'----- � � o�p CQ 4 3. 4 0 0 5 3 4 8 NOMINAL 1 /2" BUTYL RUBBER 54 - - L- - -= z 'a ! 8 --- - --- - NO SCALE _ , 4 -- cc ? 54 _ 3 4 0 2 PIPE 5 0 60 -+ 3 4 - Z PIPE 5 3 a e �F' } 0. I —t-- -- / i 1 2 PIP �.--�--___-_ m \\ \•. \ / /% , 66 GASKET MAA_ cz o _ 4 0 ; E 6 �4 T -8 GIDE SON 'A -A' w 7? 3 4 0 _' 1 ?IPE 6 I a g REGULAR BACKFILL �4 33/'a t 1 2 P,PE 7 �3 a i 0 /\✓`�{ % / `/i \/ 3/40 1 112' PIPE 4 1 14 1---� NOTFS OFFICE OF THE HAMILTON COUNTY SURVEYOR t. BARs & PLATES ARE HOTROLLED STEEL. ----� ADJUSTING RING DETAIL 20 \ \/� 2. (3ARSOAv ST OF AL UPkINUY PNNiISHED WITH I -- -- ---- - -- -- ---- \// - #8 CRUSHED STONE OR APPROVED EQUAL 3. Bo. -s ARE GALVANI7ED. EXISTING J 4. SEE STU. PLATES A -IO it A-1 t FOR APRON DIMENSIONS. GRADE -, PROPOSED GRAPE CLASS I BEDDING MATERIAL HAND TAMPED 5. TRASH GUARDS WITH Dis f�7 W DIAMETER BARS ARE OR WALKED INTO PLACE AVAILABLE SPEC6AL ORDER. \ NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" 12" BALANCED LIFTS UNDERCUT SWALE BY 0.2' TO TRASH GUARD FOR INLETS I ALLOW FOR FUTURE SILTING A MINIMUM 9" OF CLEARANCE__ k.1.2b O.D. +12" SHALL BE PROVIDED ON EACH NOT TO SCALE 4 SIDE OF THE INSTALLED PIPE j UNDERDRAINS REQUIRED IN SHALES WITH LESS THAN I % SLOPE � PLASTIC PIPE TRENCH DETAIL (MORE THAN .5' FROM F;0,,!T.) 7 j 14 - CENTERVNE SCALE: ,' ' 2" - ' '-- 0 �� '-� i -- STORM INLET SEDIMENT TRAP LEAREo AREA EROSION CONTROL BLANKET REQUIREDPRIOR TO SEEDING SWALE V UND:SIL 3ED NOTE SO MENT SHAL- B� REMOVE AND RAP RE TORE^ 0 SEE BELOW) GXRADE PROPOSED GRADE G r VE ETATi'vN VARIES VARIF ` lT', ORIGINAL DIMEN$ ONS WHEN THF T -T r - SEDIMENT Has ° I OFFICE OF THE HAMILTON COUNTY SURVEYOR ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. EXISTING a \ 2. SEDIMENT TRAP SHALL BE THE SIZE AND SHAPE SHOWN TOP OF BANK GRADE w ______ _.___-___ _ I THE BOTTOM SHALL BE LEVEL OVER ITS ENTIRE AREA -U1 \ \ \ \ AND TWO f EFT BELOW THE INLET. 10P OF BA4K i OPERATION SIDE / �/ %�;/!/ NOTCH RIP -RAP INTO SLOPE AS - - - - - - ------- --- -- ----- -- O �t HYDROSEEDFD & MULCH OR FROWN OR )SE RENO MATTRESS T UNDERCUT S ALE By 0.2' ? T - - - - ALLOW FOR FUTURE SILT! u0 ? . l- #7 WASHED GRAVEL T SEED & EROSION CTRL. pLANKET AS SPECIFIED .. " (4 MAX. 10 -fl" OFFICE OF THE HAMILTON COUNTY SURVEYOR � • � �' (MIN) _ Ar�>--41,_Q;�_-- SHAPER BOTIOME OR QU OF CASTING FRAME & COVER �2,-0., - N8 WASHED GRAVEL UNDER- CASTING NDER cv ryl I �=0' MINI—�-I AS SPECIFIED ---� C BANAR TO O D OF TBAINKPAND 5 6 FGT ON THEFOP RATION OP^OF�1 i,- " PERFORATED SSD (SEE DEVELOPMENT j SOODE01 AREA NOTCH RIP -RAP INTO --� (OROSSYnATCHED) SI OPE AS Sr+O'NN ' x OR USE RENO MATTRESS- T .. 1 K o MIN. PLAN FOR SIZES 6 MINIMUM) AND --� FJJD SECTION THE LEGAL DRAIN_ INVERT ELEVATIONS i NNONBA�PH TIC MASTIC -- 4 - -'- IN UBBER SEAL 1 - - - _ - _ _ R.0 P STORM SEWER NORMAL POOL L cnl'.: v // BETwE�N JOINTS TYPICAL SWALE DETAIL �_ — oz v��� y v�'1 DRAIN ERRING DETAIL -- 0�C�ENTR!C CONE OROPTIONS FOR END SECTIONS: , ! My(, v NOT TO SCALE - -- - " j STANDARD P18 \ /��^' ' / REDUCER CAP I -- / , � ' f _ I IAN -METALS k, (- z x PRECAST COVER -PRE CAST o °� o0 V~i C3 < N' ! -CONCRETE SLOPE WALL ' 14 0-R'iNG ;ASKET BETNEEN 0 __ ... - _ - --- . _ . i ALL RISER & CONE SECTIO JS _ `=I - _ ------ ----------- - -- ----- -- ------ - -- - _ J' 6"-CONCT.RETE HEADWALL TIMBERS CROSS �Kn MIN. 4 1 -- - --- *-SECTION ou a a ¢� T T WITH 1 /2" EXTRUDABLE CASKET �� D Q C� SWALE CROSS SECTION 4 I~ Z C Ll x; N =1 0 T N M.H. STEPS S �/ i (FULL HEIGHT OR NON -ASPHALTIC IC MAST'C Q / O 0 n �� �O� VV �� oc�o NCT To SCALE t4 s s4 z' - 10 /x" _ 3/s- ��, a� w —4'- ---- _ PRECAST MANHo E �� o / _ CIL 4'-0" SECTIONS ��Q O O S.t I PREFORMED HOLE TO MAX. OF PIPE Q�Q O Q % �_ �_ I 2 114"z - B 2 14 I 5C6PE" i �� I Q w - -- ---- - - D. +6" WITH NON -SHRINK CEMENT GROUT I� / C� O [�---------- - --- .� / 0- 0, O , oo O o o°poo e 0 0 e 0 Q -- APPLY TWO COATS OF I �� �! ��O C� O C� ( ? / Qo Op o Q o 0 __S_ o (GROSS- HATCHED} o Q� ,� d L O o O d Ui > WATERPROOFING MAT'I_ -` -_ T SODDED AREA o° °O Ol ) o Oo 3 -----�---- I 5" MIN. - BENCH WALLS ® MIN. t j2" PER FOOT SLOPE NEENAH R-4342 OR EQUAL T�,aEIIJAH R-10 R A �� i i ° o°gOc%Jo19� oo W CV 6" � I n� / j ,�. o o��O�OQ �Gt1� opcQoO � � � PIPE DI AND CONSTRUCTED TO THE Sr,S ING LINE / 50 0 EQUAL La a o0 � o -gyp o o ° ---. 0 OF THE PIPE -_ ---- ~ z R.C.P. STORM d O ° o ° (� Q J I I --- T C. El f l. - I > , cr -0 o o {9 O p o o iii - 1.C. ELEV. I a °p° °O Cpo o (� z o (�. Z op, �vL,o" 8 Q PRE CAST BASE 6 o, 8 - -- T.C. ELEVATION I = o goc'��°OoaO oo . O Q PER SECTION " SCOP 1 - I �I ° °OAC? ° 0. Pa- t4 BARS ® 12" O.C. is d �', E��1 /� NEENAH R-3501 -TR/TL • t_ - - -- o f �° O00c, O 0 Oct Oto d 0 U BOTH WAYS & 3" COVER) f ! o� �---- 6" MIN. #2 STONE � -'�-_ �-.PAVEMENT , � n�-- oP� f oOo 0 0j Qo 0 GENERAL NOTES BEEHIVE SOLID LID �_ -- -}- -- - ------ - --- ---t-----_-- � DRAWN BY: PAW STRUCTURE. TO BE GROUTED FULLY, USE MISCELLANEOUS STANDARDS 1 - - TOP VIEW 1 TROWEL -ED SMOOTH & BRUSH FINISHED STATE OF 1NDIANA SHEET MD3 `� I i I CHECKED BY: ALD & CONFORMS TO ASTM 478 THERE IS NO DETAIL No. t 5 OUTLET DETAIL oo�AcroR BFiALL N9PECT ALL 3TOFY 9EYYHi Ci3ATE8 EACH DAY TO Nein ROLLED CURB � TYPICAL — — --; P R o ��c T N o. STANDARD MANHOLE ___. TFC s NO BULD•.r aF OLT N STRUCTURE OR BEN�i PPE r CATCH BASIN TYPE ,�E,, r8 1 FOR LAKE CROSS—SECTION OPTION 2 STANDARD PLAN 9905-008 J FOR PIPE SIZES 12" TIIRL' 24" STANDARD PLAN TYPES OF STORM SEWER CASTINGS 9 94-9 �— 95-9� NOT To SCALE ,4 Ivor ro Sc ;i_= SHEET No. L-- ------ ----- --- - --- - __ — CURB INLET' MANHOLE 12. TN,R000H 24' S LAK SALE'�,. .� 14 T 2 14 Nc� To scaLE FILL LOT TdELEVATIONS AS SHOWN & COMPACT BUILDING PAD PEP SPECIFICATIONS 8 865.0� 77,050 s q ft, r SAN, LAT. +45, 136' (LONG) r - OD �N EE 0- 2+60 --- PLAN VIEW HORIZON,TAL SCALE 1 -z 5 CD Q0QD I'- <10 0 (0 0 (0 0 00 0,00!0 00 Ln 0 V) EXISTING GRADE .&X.- 4 865 80" 0 6" SAN. LAT. 1+92, 131' (LONG 6 . SAN, LAT. 3+48, 131' (LONG) 1, L� 77,050 sq ft. iL 5tw 860 - . — 5r 12' RCP ---70�WILDIt�IG LINT LINE E LUO 0 -------- CHAIR-TBACK- Alt SEE DE 8/!3 0. 855 Q'85' 63 -*5- W INV. - 857 'C SE INV - 857.31' 79 0'48 L4, 1,055- 87 C900 172 -77' - A0 %, �'AN. LAT.. 6+29 20(LONG) li8l, -Y ,.D.A. RAMP EE DETAIL 4j13 0 % 2 +0cl 3+ 00 0 44,369 sq ft. f �\�,�� � 'ESE ,LE CIRCLE 8 2: -co c G 13 �4 5- COWKJ it n" 5 0 w 9 . 3, L5 C—Aj 6'-12' RCP S 88-! 18" 0 O. -n 5 -7 32 400' PVC@ 0 4 -74 6" SAl' 6' SAN. LAT. SSD CONNECT TO CATCH 3+45, BASINS SEE DETAIL 5/13 N 1+89. 29' (LONG) - OG SANITARY MANHOLE MR -210A 3 T.0 C. ,, _72.65' - 8" PVC S* INV. - 855.31' 8- PVC E $55.41' Wo 1 L 36,907 sq ft 47,107 sq ft w 2+60 --- PLAN VIEW HORIZON,TAL SCALE 1 -z 5 CD Q0QD I'- <10 0 (0 0 (0 0 00 0,00!0 00 Ln 0 V) '�uP 4-935' �V .. '�g 3 5' EXISTING GRADE .&X.- 4 865 80" 0 A PROPOSED GRADE 865 77,050 sq ft. 5tw 860 I RCP OUT 860 12' RCP 12 & T'. 23'ov 'W- 862-09. -Y, 8" AWWA 0900 cp 0. 855 855 '�uP 4-935' �V .. '�g 3 5' -1 - - - �..— 29" 13 80" 0 77,050 sq ft. 5tw 6* SAN. LAT. +45, 136' (LONG) 00 -Y, �A 0 0.57r 3060 17cy cp 0. ARY MANHOL MR -21 63 -*5- W INV. - 857 'C SE INV - 857.31' %e A0 %, �'AN. LAT.. 6+29 20(LONG) 0 % 2 L8-6-6-.01 44,369 sq ft. f �\�,�� � SANITARY MAN �-210 T.O.0 a6 8' PVC NW INV.2.30' 8,58 co 8" PVC 5 INV. .18, 5 0 w FILL LOT TO ELEVATION'S AS SHOWNSHOWNdc COMPACT BUILDING PAD PER CD SPECIFICATIONS -74 ----2+60 6+25 "'InE.-EED"W""'ALE CIRCLE PRORLE 1 -1 ,-AT J.v 60 ?-lf-4L SCALE: t-Ld?i-70PY74, SCAL i PLAN VIEW HORIZONTAL SCALE: I 50' Z m (A 0 CC 0 00 cy 0 < 6+25 PROPOSED GRADE 16 0 .5 -F--- —EXISTING GRADE -1-8- Rcp OWT- ANV. 85&08 855117 BCP.. - -qT INV. 857.68 8" AWWA C900 INV 8550' 850 TREESDALE CIRCLE PRORLE (cp ST4 T, ()"1 6 j ") IJ VERT;'., i -,L ')'�ALE: HORIZONTAL SCALE: FULL DEPTH GRANULAR BACKFILL FULL DEPTH GRANULAR BACKFILL IS IFE-OLWED FOR ALL UTILITY LITY M -I A lk 2 1 Mr.-% A 9 jo-T%k STREET CRS 9 17 z (D in U) > > w LLj > 0 0 I�j > - Ly UJ W > Ir ly uj J 7) -) Lr- a cn Y) J) m 0 CD 0 c 0 0 0 Lr) 00 r - (V 0— ('4 4, w I Il11 III cr cl I ) ^I , CN Lu > z < 0 LTJ z —J — < T X C5 Lu CJ 00 < x 7; C\l -j cn to .f" . - cQ - 4 IN to M ccaC CO L) 0-I 0 cl- z z cl a- LLI LLJ a. 0 V) 04 b rj) 0 Z cr LLJwi W a - DRAWN 3Y: PAW DID"KF'.) RY- '41 D PROJEC-i No 9905-008 LLJ Z cu)j Fn 0 Lr) U) (N 00 ALL UTLJTY CROSSINGS SHALL BE U) A MIN*" OF 2`0' CLEARANCE UNDER cr o 00 <00 cr 00 THE EXISTING CTAS PIPELCE !C) 0 N 00 00 + < + 4. cr 0 00 w C) 0 w0 w viii w RROPOSED GRADE 860 P'ROVIIDE TRASH GUARD EXISTING- GRADE__ . 3" PE WATER MAIN 855 4- - -INVERT 18" STEEL_ PIPE 1852.5(VERIFY CABLE. CIDIND-Ull INV, 853.0' 850 (2) - 2- PVC_ SAN.__ INV. 850.0 845 845 LIMITED COMMON AREA DRIVE PROFILE PROVIpk VALLEY CURB PIPELINE BASED UPON MARKER\ 0 PMVAT� DRIVE ENTRANCE SEE DETAILS SHT. 13 PROWDE EA. LOT W� DU LEX GRINDER STONE WALL WITH PUMP BY BUILDER 1 T 8+ .01 STEEL ENTRY GATE PER OWNER\,OPPOSI1L CPZ HAND OF WAL� DTL. co 41- ON SHEET 20�"Lot '01 \c /92*20- ft. 1 r1Ew -'L, MR -2100 +4s 124.8 81.08' LAT. S 88'51'1--=,W I Q' (LONG) 0 0 U) t5 1 +00 0+011+0 (-) I IC-Tt U'- -4 lei CC) T 2 1 .20 6MMON AR ---- :114— BO GO'S x if REDUCER 20 65 JOB Na. 2 RACITOR 10 W�Ru\ IIAloo.- 3" PE 240' OR (t T�_ (,TI VF FE: TEE X w 6 VALVE HROUGHClu REDUCER (06 1 OWNER & DEVELOPER TO� COCIRDINAIL GATE TYPE & OPERATION & PROVIDE K(Y OVERRIDE WITH KNOX–BOX 0 ONO. 5% FOR . POLICE & FIRE ACCqSS y 0 Q) Z LJ LAJ z 00 :3 VIEW v (r > PLAN VIEW d, C-4 a Q� C) " :,!= co 0 L�j w 1'� < HORIZONTAL SCALE: 1 50' Z Z uj V) t:: 0 to z 3: Z 0 _j 0 CO CO 4 O cn w 00 < cy < 00 � Q, U.1 0 1 ul) i 1 1 7D to Cu0 U 0 cr ? " 0 Q a� LAJ z C-) & j � a- - —1 + 0 < LO 0 < = �- VERTICAL SC -Al -E.- 7� `_ 0 L�j 4 + ra,% � N > 4- + + :D _j 3: + __j HORIZONTAL SCALE: 5 CD u w+ uj I I jLJC14W LIG =1 77 L 8" C900 172� -5CONCRETrL E DE1 3/13 PRO OSE WALK T_ - ------------- - — — — — — oo (-v. 7 + &0 b dkAff T 17 NN OR Tr S 1,12, svv ill PAOID �4 OF e5i&�ER N -R31 OVER ALL STORM SEWER % IIN ALL LOACrmNs, ZZ WJ� P 0 3SCAPED BERM 0. 186.78' 1-25-00' s awai -3 ■ 51 34 V 7 6 -a-Z. now 01.59X 6 so w4Z- e (101) C p 0 4.5 0 FILL LOT TO ELEVATIONS — (-A AS SHOWN & COMPACT 6 — BUILDING PAD PER 00 SPECIFICATIONS 00 1 ul T\) PLAN VEIVATI HORIZONTAL SCALE: 1" 50' C14 (3 to 60) cy 1 6 C5,* (0 V) 00 u): I,� 00 4+00 5+00 '43+00 860 860 D - -------- - - 5 4 - -kc 302 -0 LXNI INoU Now fill 0 -12 26-, RCP S 88-5 '18" w 0 0.5x "1 00. 81, PV -tV5% - 855 400 170 MIT, - 0 SANITARY MANHOLE MR -21 T_ 6' SAN LAT. C - 8rl�-45�- PROVIDE DEBRIS GUARD FOR 3+45, 29' (LONG) PVC W INV. NECT TO CATCH 857. OPEN ENDED INLETS PER ;EE DETAIL 5/13 PVC SE INV� - 857.31' 50' BUILDING LINE 01 -INVM 18' STEEL DETAIL ON SHEET 14 PIPE 8515' (VERIFY--- 1W/ IINIX90 GAS) 9 5C 3" PE WATER MAIN 850 6+29, 20' (LONG) 6" SAN. LAT+ Lj 1867.01 01 L ----- ELEC. TCOM CABLE- CONDUIT LEC 47,107 sq ft. INV. 848�0' 6- AWWA C�00 -2 PVtSA)q_._L&�. _QAaLE CONDUIT - 2 85D.0 INV. 850.0' -INV- 848-5Q' 44,369 sq ft. 94, 845 Z LIMITED COMMON AREA DRIVE PROFILE SANITARY MANHOLE MR 21 (D LO.C_ - 862.30' IND cc� ALL UTILITY CROSST4GS SHALL BE 8" PVC NW INV 858 0 xV C() -4P. TEE VALVE 8" PVC S i A8 Z014 15, AS SHOWN COMPACT THE EXISTING GAS PIPELjNE FILL LOT TO ELEVATIONS A MINIMUM OF 2'-0' CLEARANCE UNDER ER BUILDING PAD PER FULL DEPTH GRANkA_AR BACKFILL SPECIFICATIONS 0) 4' IS REQUIRED FOR ALL UTILITY Co. OWNER Ac DEVELOPER TO" COORDINATE GATE TYPE Oc STREET CROSSINGS OPERA-nON & PROIADE KtY OVERRIDE WITH KNOX-BOX --0' .91IL-FOR POLICE & FIRE ACCESS PT b '�\PER bTL 5� 2 RIP -RA 64 0 =8 _j L __ — li 39,395 sq ft. J, BO 25' D -U.& L.E SAN TARY MANHOLE MR -210D % T.O. 8- C IN IN 858.89' 175.00 2" E INV - 868,99' 701 4F 21 30 6 SAN, LAT. N 88'51'34" E 9+� 58 0� CID 304 RIP -RAP PER D,TL 5/12 126,_1 IN LANDSCAPED BERM 18, C-) (10 'A 2w D1 CP 0 0.5 ARE T_: TEMPOR Y CATCH BASIN TO EACH LOT X4.5 U' ( LUCKY LLC E� 00, K \� 3 0. P 13.02E z CG PROVIM VALLEY CURB CUL-DE- CL r - TYPICAL SSD STUB FROM 58ti'24' m 0 PRIVATE DRIVE ENTRANCE 21 it NOT INCLUD JOB No I SEE DETAILS SHT. 13 A ST9N[ WALL WITH KEwiLTH & 6" PVC 42' Z ME, PT 8+ 01 ELL EN1RY GATE BOOK 170, PG. 46 X6, - _q OWNER\OPPOSITE PLAN VIEW HAND OF WADTI_. 30.0' ON SHEET 261 PLAN VIEW !AL SCALE: 1 50' N 1 Al L�vn 1c, cr SEE SHEET 4 FOR W, -4- SCAT PO tD NIS i �o 0 CURB INLET TABLE V) A "0 CD OD W.z ci� 00 < 0 oo0 ;cO m < (D. (A PLAN `nom.` CD 00 0 00 'C� C4 0110 i - Itc) 0 + Ln (D CO 1 d' 00 + to (D 1 ­� in� c; 0 10 ;'0 N" T A L L F.- 50' 4+34 4+34 Z 00 LO m, �o 0 cc 0 CO EXISTING- GRADE - PROPOSED GRADE u Q) UJ CJL 865 8F35 5 7+94 I 1 --------- 82 — 12 PROPOSED GRA&E- 0 0.5m 26'- 26' 12* I�r 0 A 0 -0.5X 7__1 EXISTING GRADE 560' 860 2' RCP 860 RCP INV. SW.7'9^LJ -Xv. 561.04' t2 vozx- INV. 861.66' 12* RCP IN INY. 1M.5V - - -- - --/» -- - --- 12* _RCP OYT Q ur T_ INV. 857.76 - T_ —8 PV --- SAN 12' RCP 1w 856-53. TNV� 856 97 857 56' 8" AWWA 0900 —L -J- -4- PROPOOSEG GPO44K 865 865 PROVIDE TRASH GUARD EXTSPNG- G 860 -- — —12--F�e—p OUT g4' 19m RCP-*_-j.5W—_ WW -861.00'- 12" RCP OUT— INV. 858.65' 12' -RCP-W B55 INV. 8w.39 855 42" RCP IN L42' RCP OUT INV. 857.45' STORM PROFILE ST R. '0'4, 102 VERTICAL SCALE: 5, HORIZONTAL SCALE: 50, rn O 0 0 00 (n, V) PROPOSED, -GRAD 865 865 L - 46% T92'-42- -- �4 tz Rcp -0 - o. 860 EXISTING GRADE 860 42* RCP SE j -�-__� - INV. &58.06' W 12* RCP 'T' _85,5 1w. 858.39 %855 4.2 RCP IN 42' RCP OUT -INV. 857- * et, INV. 857.45' 42- RCP 850 850 PROVIDE DEBRIS ARD OR OPEN ENDED WETS GUPER POND 'A"PROFILE Z DETAIL (NM QWC=T 1A F < vr < I 0) 00 z'It _F xo)!00 LJ< > Or x > cr -�()R!ZONTA, 4 Z Z (j) - V) '-- �7 I- � 10+75 cn +75 u-) '0 26'-f2^ - RIM 0 II +94 PFOPQSEU -GRADE.--- ------ 860 i 860 - iiiRCP 0- If 0.5x __-_._EXISTING GRAD 865 865 -42` RCP 4 855 � 1 1 855 1w. 856. 12' RCP OYT _pNV. 856.1535 PROPOSED GRADE 860 860 ----V-12- Rep -OUT I EXISTING 850 INV. 856.05 � 850 GRA DF INVERT 186 -STIZEL PIPE BEYOND (VERIFY5" AWW -A 7-27 -0.9x W/ IND" POOL ELEVATION W) _ INV. 85319j1Q________ 855 A_ 0 845 845 R&L DEPTH ri GRUVAULAR BACKIFILL STORM PROFILE STRUCTURES 3C4, 305, 302A, 3G2, 303 IS FOR FOR ALI- UTLfTY T1 Tr I =ESDALE CIRCLE PRORLE ST�IITNCN �7_4_')4 STREET CROSSMS VERTICAL SCAL'_E.- HORIZONTAL SCA! E: 50' SC4Lc '1v J- 27 RCP - _ J - --- S INV_ B57-07' 27*__..RCP_­-­ INV. 856.53' 850 REESKE)"ALE CIRCLE PROFILE (4 >7_4TION 10+75 PROVIDE DEBRIS GUARD FOR OPEN ENDED INLETS PER POND 'A' PROFILE si- R. o 4, D DETAIL. ON SHEET 14 l "'E'?T"CAL Sl,',ALL. l , 5' j -I 0,j,' I 7C)[4 TAL. SCALL. 5U' 0 cc a: ;:1 CQ m En �j UJ m 0 L4 LLJ _j L1_ 0 Q 11z z ®r cw) Ld 31: Ld fir V) 0- 0 F- V) rn (:6 Ld O R AWr y: PAW CHECKED Fiv: ALO PR0,1-CT 9905-008 SHF r- ­_ Ido. 15A r C) z 0 m z 0 T m r, 60' D.U.&LE. GEO TEXTILE FABRIC !7 WASHED GRAVEL p 3 MAX. — 4" PERFORATED R APPROVED EQUAL- �c*, PVC JNDERDRAIN Is` sTONE SWALE (TYP{-- 2 10' If ip TYPICAL LANDSCAPED BERM DETAIL—ALONG SOUTH_ PROPERTY _LINE NOT TO SCALE w 36" x 24" PIPE TEE AND FITTING SCALE' NTS OFFICE OF THE HAMILTON COUNTY SURVEYOR USF CNE 16' LIVESTCCK PANE!_ 3n" VNIM11 ".I �+r tGHT t'.STALL 3 U 4 6' ;TELL FLNCE POSTS SECURE POSTS TO INSIDE OE PANEi. POSTS p S INLET TRASH/DEBRIS GUARD ALTERNATE No. I 4' PERFORATEC p,` PVC JNDERDRA \ " \ / PLACE UNDERDRAINS — -- v / j 1N UEU OF INLEiS _- - - — —• � 36' RCP - _- m, RCP jMIN. 12' TOPSOIL STANDARD PLAN M-4 ORIGI NON WOVEN GEO TEXTILE FABRIC !7 WASHED GRAVEL — 4" PERFORATED R APPROVED EQUAL- �c*, PVC JNDERDRAIN Is` sTONE NOTE- PUCE UNDERDRAINS IN UEU OF INLETS UNDERDRAIN DETAIL NOT TO SCAIF DETAIL PER AMERICAN 000& LTIMG ENGINEERS f ALTERNATE No. 2 --P--ROVIDE 29x45 ELLIPTICAL RCP IN LEAU OF 36" RCP AS SHOWN, IN ALL LOCATIONS 41 I 0 MII 0 Iw J 10 W m o 0 a Q U N z Q 1 4 38 J S 01'0 '44 Ilk I i CV r I O <L a < w Q > t=- i i DW(rLuW LLj L) w o aa� n > - Q J P W vI c�5 i W W Q ,> W C�) I Li_ X m r W 9 m Q- ou co In ai m $ tl 4) 0 o 0- - a a.LJ F= o� COLLJ (X - r y 3 0 W�� t I+ u) © YmN y 1 I V) w Jg 7 Q WZU UU © '•I C m�\ c, 5 rn a �� �w quo L Z ;5 F� mk` ��s a z a U) un o z ZZ I \ ozo Owv) C) ) a, U Qd 0LJ Z W - - i x j (( moUJ _ `� _Z o Tl r.- \ '9 U 7 w Q Z J C1 1 _j ��. W m a 0 m L, Z In O O Q C� a cr a ,Yk I �0 0. F- LL x �- H Z :. �� w n Mdr,, RRT w m a0 z �, w Z v + 00 o J rn o v \ - J ,O w _ 'd.. D O 'a In S I± m z z w W i� 50W J n.. w a V 1- I { Q - m Z W S IY > > a0 0- O a iy a0 pp 1 o ao _ w a o a i } z'�' d Y W U w - � .0 1 - z /a o: lly. r a , a Ofo p a �.-ten+ I a '.' -x o u Z W CL I- n 3 a / p of V) a w �- ro 3 a. 06, � � CO S Oj Z � � d 240' - ) 36- RCP O (6.18X 304' s_ (2) 36' RCP O 0.1871 / O `1 r. --_ —�----1-0---_---_ —_ -�--- ---0 --_---- _--------�s�co-c-- ^—�� - s _- -� --- -----------•---------- b- - --- t - ---- - - - -----+- -----i- - — - 0000 — _ _ _ af----- - _ -� ��" :moi- " • , J W _ �.ri� 38 R '-� l a 1 1 0. lax 2 owe>> zao Uzi v= I6bCO .40 Z- � N 1 a � 7M , l W x 3JN33 1SOd LL-5502YJ 1r#8Q o- V �8 DuSVId'S N o +� i ,p z a Q ; J — — — — — — — — 3-�_n a ,sz — m�> �o� owo ® 1 1 0 � � wy�N LLC~ -1 G�Z ozo &0sW I 110 ` DNER 3 M EY BETELAK PLAN MEW o 1 W a08 g U1 i N �1:� zorlral 5:::� _ NORTH �6� �� �6� W Z J W Z I a`�� �Zv �<F ! .Al JJX O \ Cn \/\7 i m 0 O 0 G) c , GO LJ z CO CJ N 00 z o o -'+ + �, + + `+I- i/1 Ill (n � N � Q 71 (f)0 00 O O 0 O O O 0 O + a- + + + + + + + + a x U N M d Cfj 00 CL Q) (/1 U1 a V), h- H 1-. V) y- ? I -.... gam _ -- - - -------- -- - --_ --- -- -t-- ---- - --_ - ----- _ _ __ _ _ - - - ---_ - _ - - - _- _-- 865 ` I ' PROPG= GRADE - - - -- _ .. - - -- -------- 860 -- I I I � i i ssc I RCP O 813 _/-_$6 -21 70 I T , ' 855� _ ---- - ExISTING GF{ADE � - -- - - ------ -�_ _ _ _ i , — --- _.-_- -- - - _---+-'------ ---- ------------+----- --- ---- — i _ I 855 PROPOSEb GRADE TO MATCH EXISTING GRA DE _RCPN .�e----- _ --- ------ —--------- �• ft — _ _P— �4 - 84 I '-" � ?(23 RCP 4 $1 850 INV_ SS1.5A• �-----+------'----.�-----* - - - - � _ - i 7. j - -- 36 RCP S - ------ --- - —' , .RCP S , BEYOND - - - _ , — -- " ----- --- — I— — _.__:.� �; — -_ — — — — _ -- ------------ -------------^----- --- ---t -- - --- --------- -� iNV — - -- - _ - - - - -- - w - - - -- - � ____ eHM'ONFi - t 1 i -- - - --- -- - - - -- - -- 'INV. - - -- - -- -- 850.16 _- 36' RCP._ S _ _ _ , _ _ _ _ _- _-_ r_. _ _ _. �_ � -8 {Q�)--- , 36`._.0 RPS --- - y- - -- -. - - - - - - - - - - - - -- - - -- - - - - - - - --- + _ INV.- 848 - --- -- - (- Y� -'-- �, ��EYONOj g� , 36 RCP t3' - ) IFN." 848.1 �_ I 38` RCP' N I 38' RCP N (BEYC3ND 8as -1 — , I , 841 � � � i � i - - -----_ -.--- -- �-- -._ ..--- ----'- ----------- - -- - _----. —_ r 44IM. 19ter' =qa, , 4 r_y Rug, � 6: - 4 OFF—SITE DRAINAGE OUTLET TO BE CONSTRUCTED IN ACCORDANCE WITH THE RULING BY HAMILTON CO. DRAIN.BOARD (ALT No. t & 2) OFF -SATE PROFILE - PLAN B VERTICAL SCALE: 1 " = 5' N()RIZONTAL SCALE: 1 " = 50' CONTRACTOR SHALL CORDNATE WITH SURVEYORS OFFICE PERSONNEL TO ALIGN TWIN 36' RCP W/ SW RCP TO RI N&4SE DISTUF®NG SURROIJNDINQ EXETNG GRADES AND LffXNEMENTTS C1i Z_ � V) 0 i 0,; 0 OU + 0 0+ LO LO W 0 0 wIt, Z + I - _j T_ 00 0 La o Lj ZV) 00 zz Mn (3) 0 < k0 00 LLJ i cp W IAJ LJ to LLJ SIO 0O N 00 ; 0 in Gi 0 CD (Z) 0 0 � n u-) 0 0 w ir- 0 w ' 0 0 CD 00 + W + 00 0! 00 clq W> V) c Q0 + + Li + Z 0 W+ b! 00 ib a_ 0CL 0 > 0' 7,77 a. w : C6 Q� z CL x. _4L - 875 400 VERTICAL CURVE T 771 qz' EXISTING GRADE 870 A PVT 77r,W7777, 77,77, 77777,77-7,777= 865 I I+ 't 0 + I" ul V) + CD: r + Oi LJ z U) 0 Ln C) X uj U V) V) ++ to LLJ i 00 Li 0 1- u w z LJ Lj (D + 0 00 to 0 . r4l< 0 ui uj 0: V) W' 9 I N _j 10. _j 0 WQ L It I- 00 G) V) m :r 0 LLJ CNI LLJ - * w LLJ W Lal A W N i: 0 0) 't U 0 04 0 r- 0 0 0 0 a 0 0 U? 0 to y 0 j c'4 0 0 0 + -to 'I + UJI + U, '0 + C) to 0 + + + (D cr) ('n 0000 Lo 00 V) 00 0 Q (D 00 CU Cl L) I D a_ z O 00 0 > 0 il> 1 0 x z Lj _j x z LAJ (f) a- LAJ I -j 875 7 870 PROPOSED GRADE 0 #NTERLJNE 4 A•M _Tllljll� on 1 17 -SLE TEEL PIPE 400-.8-" PVC 0 0 45% a. mums EE4S 7 wmwavw__W� ummmw�_ T commum 21 855 mmmwm___m= I Pvr. lAt INV. 851B 89 c INV. IpVv85 s 0,45% IN 85T21 _2_12 a-_ w -pvc sw� - Tyvc E - INV. 855.31 . . . . . . . . . . . . . . . . 10R PVC N V 54 850 INV. N -S 854 .26 f PROVIDE CCNCRE ENCASEEMEBNff FULL DEPTH Q9AWLAR BACKFLL WITH A Mh*" OF 12' FROM THE FULL DEPTH GRANULAR BACKFILL 6 REOUIRED FOR ALL LMLrrY PEF&AETER OF THE PIPE PROVIDE 3' MINIMUM COVER OVER IS REOUIRED FOR ALL UTILITY • STREET CROSSlI`4QS TRFFqnAlF CIRCLE PROFILEALL PROPOSED SAWARY SEWER 0-rc m -r /_.cwl.Alaq#d1_c 6" SAN LA� 8�N� LST. S T 6" SAN. 131' (LONG) 1+92. 131 (LONG 3r. 50 WILDING LINE LUCKY, LLC. CHAIR -BACK URB fv tT 99-222E2" s !EE DETAtL 813 C c. L2 7 26 D.j.& 0, 85' 7 L4. 1.055' r C9W 172 77' JO3 Lb I. kl).A. RAMP SEE DETAIL 4/13 ----- — — — -- - T +00 3+00 CD Rcp T 0 0.5X SLE CIRCLE -ORBSEE WALK — — — — — — — — — OL p'r"' L51, s 88*5 18 w CX2 A) -52 4-00' -�- 8- P10 0.457. soft __17 5, E. -7 �j /-,), SAKI TAR y 6" SAN. LAT 3+45, 29' (LONG) SSD CONNECT TO CATCH Fp"c V� O 6" SAN. LAT. 1+89 29' (LONG). BASINS SEE DETAIL 5/13 50' BUILDING LINE( PVC S rrj, Q) SANITARY MANHME MR-271OA� T,O.0 - 072 65' 3 6J a" PVC�W INV. - 855.31 r ' 8" PVC I -a55 41 0O 867.0] 47,107 sq It, 871.0 PLAN VIEW 0, 0Y 0 00 0 00 (7; C-) Q) u ct . 9 (D b F- V) 0 2+60 r---- EXISTING (GRADE 2+60 1 -PPOPOSED GRADE 865 865 44 -7 12* RCP OUT _m -- - - - 12- RCP 860 4 RQP --OUT __lw. M2.V11' _F55 8" AWWA C900 INV. 856-0' Fjj0fj.E0 S-,4T;0N 2 6 Or"Er"'ALE Cimo� _RTIC4( SCAT F: 17, , -FIANUL-AR BACKIFILL qORlZ0,',7AL SCALE.:-0FU_L DEPTH G IS FE -OLA ED FOR ALL UTtJTY STREET C3108SNW AND LATERALS VERTICAL SCALE.- I HORIZONTAL SCALE, -',C' HYD. 0-i L jJ08 No. I 18" PVC 935, L6 L DET3/1 F865.0 '0 77,050 sq ft. 6" SAN. LAT, +45, 136' (LONG) Rim . 302T C, C-) SANITARY MANHOLE MR-2108'cp 0. LEI PVC SE INV, - 857.31' 0 \ �� \ \ c LC6' SAN LAT. 6+29, 20' (LONG) <) 2 c� 7, 8 =��6. 44,369 sq ftr z ) \HV SANITARY MAN F Mih -7 (3 10 1 ll�lz PLAN VIEW < co (14 - (�o ;�L 0 � T 0 (r6E, I- 6+25 (41'05ED-ORAOIE 865 865 XISTTNG--II;RADE--- 86 D JJ21!�-18 RCP00.5%jj is. IN. tNV.- 9.31 P7 -.- --I 0!--ReP- INV. 857.93' ��_RCP 0 855 8" AWWA C900 INV. 856.0' 'lREESDALE CIRCLE PROFILE rd ST67tnri 64-2'-, '/FRFV_A,_ SCAT F: 4L'.- SCAI_ F: FULL DEPTH GRANULAR BACKFtL ............... IS REOURED FOR ALL UT UTY STREET CROSStM 865 + 86C t 855 STREET SANITARY SEWER PLAN AND PROFILE VFRT!CAL SCALE.- 1 5' R I --l" 0 N 7 A 1 SCALA: 1 50' 850 cf) 21 0 CE NUn� 0 LL of L4J 3: Q-) :D �_j Lo 11 U) > > 7 Z J) LLJ c 0 a� o N 2 > > > 5; ww w LJ � Itf C1 (n Ld 0 0 0 0 0 0 CD Cc) < M Ln m CN 0 CD C4 0 A L) c) (14 0 > E Z LO Li Z C.) LLJ _j Z 0 LJ LLJ _j LLJ 00 It C) cv co _j cf) cr m ......... ... LL_ NO CL z Z L F- CL Lli V) Z z < (1 /n 04 0 ....... ... cl) c3j L 6 6 2 _j LLJ F- cr_ DRAWN B Y: PAW 01 iECKcL FJ, BY: At D PROJECT No. 9905-008 SHEET tJo. 17 re S-1 (VERY LOW INTENSITY) EXISTING LEGEND PROPOSED LEGEND SPACE REO'D i STANDARD OPEN 61 WOVEN -WIRE FENCE SPACE PROVIDED �• L+. .. sJ'..'... .5• ri ;v"'..'f .`v,a ,y. `.w ... 5 p.. , , 1.6 LOTS/ACRE . - 6' RAIL & POST FENCE t � _ i- � e. uLk s-.-� s ..- t re THIS PLAN TO BE USED FOR LANDSCAPMVG AND LJOHTNG ONLY. REFER TO OTHER SHEETS FOR ALL DMAENSIIONS AND/OR CONSTRUCTION SPECIRCATIONS OPEN SPACE DATA 5.214 Ac. +/- COMMON AREA POND 'A' 2.357 Ac. +/- COMMON AREA POND 'B' 1.173 Ac. +/- FRONTAGE COMMON AREA 'C' 3.146 Ac. +/- LINKAGES OPEN SPACE (AREA 'D') 11.890 Ac. +/- TOTAL OPEN SPACE 22.233 Ac. +/- RESIDENTIAL HOUSING 2.805 Ac. +/- DEDICATED RIGHT-OF-WAY 39.391 Ac. +/- TOTAL SUBDIVISION ACREAGE OUALIFYING SUBDIVISION DISTRICT S-1 (VERY LOW INTENSITY) EXISTING LEGEND PROPOSED LEGEND SPACE REO'D i STANDARD OPEN 61 WOVEN -WIRE FENCE SPACE PROVIDED 30.27. BASE DENSITY 1.6 LOTS/ACRE DENSITY OF SUBD. - 6' RAIL & POST FENCE 0 24" ROLLED CONCRETE CURB w -- - -T - - -T UNCFRGROUND TELEPHONE L- PROPOSED SANITARY SEWER — -- -- — — — EASEMENT 0 FLOW LINE OF FITCH & JESSUP DITCH c� — -- SETBACK LINE -- - - - ---- --- CENTERLINE EX. 16" WATER SUBDIVISION BOUNDARY TOWNE LAKES TOWNE J - 98 - 329 i f - GAS -- GAS UNDERGROUND GAS MAIN --- - -- -- ADJOINER PROPERTY( LINE / Y ISION SUBDIVISION - TCUM UNDERGROUND TELECOMMUNICATIONS v PROPOSED WATER MAIN - - - - -- PROPERTY or R/W LINE _ _ - _ = PROPOSED STORM SEWER E -- E UNDERGROUND ELECTRIC LINE W 6 CMPINLET INVx- 864.28' W WATER LME v1 n v1 I STREET STREET STATION & ELEVATION C� EX, 16"x16" TEE �--� ------ SANITARY SEWER) W ff LU( o X. BOA -�-- 1 Q 9' S CL EX. I IC CAMDEN WALK 4 ER zd EXISTiN EWER �\ � .� FLOW ARROW ~�6 z 38'x57` CMP OUTLET CONCRETE PAVEMENT W 767 PROPOSED GRADE 15- R.C.P. OUTLET -� INV. - 864.28' \� INV. - 863.59' k-52' a - 38"x57" CMP m 1.337:ASPHALT PAVEMENT 769.0 PAD '_Eva?ION (ROUGH GRADE) v DRAWN BY: PAW § 0 CURB INLET 6"x6" AMERITECH PHONE PEDESTAL ALD s { CINERGY ELECTRIC BOX /J FIRE HYDRANT `.�0, 60' X 100' PAD WATER VALVE STREET SIGN { �a GAS VALVE FLOW ARROW - ' EXISTING CONTOUR THIS PLAN TO BE USED FOR LANDSCAPMVG AND LJOHTNG ONLY. REFER TO OTHER SHEETS FOR ALL DMAENSIIONS AND/OR CONSTRUCTION SPECIRCATIONS OPEN SPACE DATA 5.214 Ac. +/- COMMON AREA POND 'A' 2.357 Ac. +/- COMMON AREA POND 'B' 1.173 Ac. +/- FRONTAGE COMMON AREA 'C' 3.146 Ac. +/- LINKAGES OPEN SPACE (AREA 'D') 11.890 Ac. +/- TOTAL OPEN SPACE 22.233 Ac. +/- RESIDENTIAL HOUSING 2.805 Ac. +/- DEDICATED RIGHT-OF-WAY 39.391 Ac. +/- TOTAL SUBDIVISION ACREAGE OUALIFYING SUBDIVISION DISTRICT S-1 (VERY LOW INTENSITY) STANDARD OPEN SPACE REO'D 30% STANDARD OPEN < SPACE PROVIDED 30.27. BASE DENSITY 1.6 LOTS/ACRE DENSITY OF SUBD. 1.87 LOTS/ACRE 40 OPEN SPA%`/LANDSCAPlv"PLAN GRAPHIC SCALE 50 0 25 50 100 200 CAMDEN WALK �` { �� VEGETATIONS PROPOSED � SANITARY MANHOLE ZONED S-1� yIEXISTING BUSH > EXISTING TRE I_ ZONED S-1 KEY PLAN _ NOT TO SCALE EX. 8" WATER MAIN °p J - 98 - 329 X tt c f� W N ' N 88°51��V* E - ��•�+�' \ EXISTING CATCH BASIN (TO BE REMOVED 70 PROPERTY UNE) NW T.O.C. - &58NNE I ' Q(��/� Q'7Q NORTH S 1/ 2, SW 1/4, NW 1/4 , SEC`-T17N-R3£ / 10' CMP NNE INV. - $54.26' p.7 �i:JrO�� E - �`r / V� 4 ��, 10 PVC W INV. - 854.35 S V 1mt4wl�EEx. ; 6 _ �1 N 8 51'34' E -1245.35' 49 31 P SW INV. 54-35' B.F.v. POINT OF BEGINNING �� i -- _._ R SG RO -. - -- - -o�' ��i Of' ON REX L �,`- - — - - - - - SG o PO RO �R. APED BERM S6, �a_- RO 186 78' oco APPROXIMATE DI OF 10' PVC UNDE ;136.4 S 88CV ��T 88'51'34., W S 88'51'34" W 4 WCF N 51 34 .._. _.. cF - T_ D.U.&L E C'7 I I ,{ — -- I \� /V6 NCXIMATE DIRECTION C7 rr OF 12' CMP UNDER DRAIN N \w c., � 70 BE REMOVED I J9 t 0 Z o I Imi Liuj J \ a ; v � {7 \ I APPROXIMATE LIMITS OF STATUTORY EASEMENT v v, t� FOR FITCH & JES4JP REGULATED DRAIN, i, X Q U) 0 ( p C„I / MEASURED 75 FE61 FROM CENTERLINE OF TILE w> tJ i I 00 N ! O 0 z 0- �W J ao > umYs TAPPING ZONED S-1 EX. HYD. 1 11. J < Z g aim wI- 0 w Z. L- 11 0 c� ch EX. 16" WATER MAIN J - 98 - 329 i f d w I _ I wz 0 v z W v1 n v1 I EX, 16"x16" TEE ♦- r•7 W EX LU( X. BOA -�-- 1 Q 9' S CL EX. I IC CAMDEN WALK 4 ER s ,� ' W W (_4 . Z C) CO00 cs+ Q0 II t� R OOD OD Y ° I Psi t `_ m ri �s c rn a ; 5 _ V I I `. ty APPROXIMATE CENTERLINE BURIED 16- TILE, AS SCALED FROM MAPS PROVIDED BY U.S.D.A. SOIL CONSERVATION SERVICE +Q f 51 471 s ft. 00 46,378 sq ft. q POOL ELEV. = 856.05 I 35,540 sq .t. I ? "A 0 -YEAR ELEV. = 857.96' 100 -YEAR ELEV. = 858.10' RETENTION POND MIN. FREEBOARD ELEV. = 860-1 50 BUILDING LINEUCKY, LLQ COMMON AREA 'A' L S -'%STR.# 99- 22622 '0.306 Ac. � '� DRAINAGE EASEMENT { } ' - -- -- -- - - - -- v`N HYD. _ \ ` 5.214 Ac.t z JOB No. 1 S Q L2 1Q0 20 D.U.& E. 4 8" PVC - 1,055' V ti FMM eG= rfl/n , PAN PA PA awL WP X11 P A /P'A*j PA WP ?w WP.. -2 �NF 7 Auk aff u - h CKY, LLC. WP v 7g 40 48„ L4 1,055 8' CSIM 17� L6 �--1 32. \ �' _ 29 _ V- i� t INS IR.# 99- 22622 137' -CASING `' _ _ - - -" R 280 \ ` 10.128 Ac. WP --' — — ----- \ 0 cV 77,050 sq ft. 261.59 -- - --- �, v S 89'5 2' 3 7" w TREESDALE CIRCLE gg "J L5 S 88'5118' N �?"L - -- — — — 25' D & S.E. _ — _ C.)P a SD CONNECT TO CATCH CF / L BASINS SEE DETAIL 5/13 Il Iwo �o�/ ��. - - _ ,,0' BUILDING LINEI_ - 7 1 4 I O i r,F I A y fl W0 lz i 9 Y „F� 47,107 sq ft I o 2 I \ h a Q �11�1 36,907 sq ft. -.1 - CD OL I I 44,369 s ft. S W Q I q' \ �, 115,615 sq ft. ►� N Zz \ ( N . fja � „ v ! I CLj140 00Lj 0 CO 00 I �� C%) I/ N 4 0 `�' SECTION 1 g � Iz j^' 3 X APPROXI A'TE LOCATION OF G .it / �,jGP O ' Q I PROVID?~ VALLEY CURB PIPELINE 'RASED UPON MARKER / t,Ps a 0 PRIVATE DRIVE ENTRANCE SEE DETAILS SHT 13 {R N STONE '*ALL WITH Ca1S � C� STEEL EN-gY GATE { (n� PER OWNER", OPPOSITE GAS � HAND OF WAIL DTL / �� GPS �t 4J� ^ > ON SHEET 20 F '� / GAS ' ' PA — _ — — — - — — — ---\ r� 39,395 sq �tl I NEW HYD. PAC& 25' D U.& L.E. - --- Z IO 0-'9615 / / CAs I \ 01/ GPS ct CORNER, SW 1 /4, N RM 44.75' o C 9 I �' 124.8`~— 81.08's — — — _ -- -- —c — `� 4 - ' �y _ N 88'50'30" E - p ` ,51,34>, {i.U.&L.E N LANOS�,AF BER w") , I cn',, S 88'51'16 W� �' S 88'51� 4 3 Q 5. o 4° 2 _ _ a--- 2"OMMON EA ID1 1,16" W - �-_ - CCM AP ,� Gas / 6" 50.0D �� MOSS S 8 124 ` --- — - -- -� e0 I 1 �' ' �� ,PROPOSED 60' GAS PIPELINE EASEMENT PER PA I. — I i M, ��l c �_ —_ J I 51 16� W 4.�� ►�T tNC1.0 z I - r �� x 201.6 JOB Nc 2 MR 31, PG. 121 AN© M.B. 31, PG 27th-2AD 1 ". �'' PRECISE LOCATION AND W1flTH pF ,ASMENT 1 JOB No. 1 n GAS 1 r r. _ -_ _PH"8 x$ - 3" PE - 24�, -4 6- PVC - 42'_ G L. ---_-J z (TEE 6" VALVE IS CURRENTLY UNDEFINED. II ccn 0 --� e.x�• - GpS y�T�Fa GP L'� Sr Rv. I �s xss GAARNS \ ��� To 41 fI Ir 44 0 Z T I 45 0 N w W i R iD N VJ 7 46 Z g aim wI- w L- 0 c� U _ 0 v z -J ♦- r•7 W oz Q cm zd w r 47 z ~ � CV In ~�6 z � c � W Q tiJ a - v DRAWN BY: PAW CHECKED BY: ALD PROJECT No. 9905-008 SHEET No. r18 C3 S 8951'16" W - 914-10' THIS PLAN TO BE USED FOR LANDSCAPING AND LKILFINIG ONLY. REF -ER TO OTHER SHEETS FOR ALS DIMENSIONS AND/OR CONSTRUCTION SPECIRCA!] H E C 'LIMN 'rE�- f SH ZONED S-1 58 w 6 N a co 0 w z 0 N A 0 zV) z z 2 j 9 V 0) 0 0) 0 CN 04 w 11111111 - (A 4 - EXISTING LEGEND PROPOSED LEGEND 6' WOVEN -WIRE FENCE GQ a 6' RAIL & POST FENCE POLLED Tc C �'R - T —T UNDERGROUND TELEPHONE C) PROPOSED SAr,4%Ry S-WER EASEMENT —4E �� ("F FITC�- & --SSj')iTCH SETBACK LINE CENTERLINE S u t? D !S10 3'1 h D L. z 1 GAS — GAS UNDERGROUND GAS MAIN 2 PR02ERTY -,NE co < TICOM UNDERGROUND TELECOMMUNICATION lqf- 0) PROPOSED WATER MAIN PROPERTY or R/W LINE E UNDERGROUND ELECTRIC UNE 28+00 WATER LINE STREET S7,aT;0N E�--jA70!,: SANITARY SEWER, EXISTING STORM SEWER FLOW 4RRC6 CONCRETE PAVEMENT PC ASPHALT PAVEMENT T6 C3 CURB INLET 6"W AMER'-�',-H PHONE PEDESTAL 0 CINIERGY F BOX Lnf V) FIRE HYDRA', - WATER VALVE STREET SIGN GAS VALVE FLOW ARROW EXISTING CONTOUR Jim PROPOSED TREE VEGETATION SANITARY MAN14OLE ull EXISTNG'BUSH o EXISTING TREE z THIS PLAN TO BE USED FOR LANDSCAPING AND LKILFINIG ONLY. REF -ER TO OTHER SHEETS FOR ALS DIMENSIONS AND/OR CONSTRUCTION SPECIRCA!] H E C 'LIMN 'rE�- f SH ZONED S-1 58 w 6 N a co 0 w z 0 N A 0 zV) z z 2 j 9 V 0) 0 0) 0 CN 04 w 11111111 - (A z co O r11 w C40 62 z NOT TO SCALE 0 a z- Z f 0- cf) OPEN SPACE/LANDSCAPING PLAN < ra N 0 —T----- 71 < Z V) til co 0 a: zIll U, A U -i GRAPHIC SCALE 0— w0 a: so 0 25 50 100 200 0 (L ci 4 - GQ a Q) C) CD ui 71 z 1 WW(D 2 �4 co < lqf- 0) z co O r11 w C40 62 z NOT TO SCALE 0 a z- Z f 0- cf) OPEN SPACE/LANDSCAPING PLAN < ra N 0 —T----- 71 < Z V) til co 0 a: zIll U, A U -i GRAPHIC SCALE 0— w0 a: so 0 25 50 100 200 0 (L ci .................... ..................... .......... SIGN DETAIL AND SHRUB PLANTING SCHEDULE KEYCOMMON NAME IENTIFIC NAME ,/A, A% A EA EUONYMUS DWARF"C A A)LATU 'COMPACTA' BURNING BUSH AGER pf ROYAL RED �IALL 6 RM ROYAL RED' NORWAY MAPLE TAXUS x rn DENSE YEW le Ty 'DENSFORMIS' PA PfCEA ABIES NORWAY 3A1J,, -,,_A` BLUE SPRUCE JH JUNIPERUS BLUE RUG 4 HORIZONTALS JUNIPER PINUS EASTERN WHITE WP PINE BA,'STROBUS JuNIPERUS UPRIGHT 4 AS S-GAII BS KETELEERI JUNIPER WO CORNUS I CHEROKEE DOGWOOD rol FjA,_ & B,RLA;- CHEROKEE PRINCESS' WHITE DOGWOOD RO OUERCUS RUBRA RED c 9ALI A X1,4.AP 4 OAK PO QUERCUS PALUSTRIS PIN OAK BAL_ & B_R:Ar 40 c uouIDAMBAR SG SWEET GUM 2" -c Bk- & D.;:_AD 30* MORAINE PO CORNUS FLORIDA WHITE FLOWERING 2 Owwow 2'- c Wq_� WL' 2D J C. SG URIODENDRON TL(I.JP TREE BAtt it F),;RLAr' C TULIP TERA W�7777WTMW77_ 7,77 777 7. r. 7 ALL GREEN AREA HAVE A V:N,MiV 4" OF -CIIS11L. MJL--, SEEDAG SHA_ BE LnG MULCH TFLI UN,g, G ARF;- '-HALL 3E 0'�L C A VVIN-YUM DEF',t "Y B ET C Rf AND SEED ARE iNSTA,' 4. ALI TREES SHALL BE _11�Vl__� __,_ ili 67" ----------- - CAPSTONE DETAILS LA 0, wrl di`.__ 7, 11 f 7 7 ELECTRICAL METER FOR SUBDIVISION LIGHTING .,--ELECTRICAL PANEL J H LA JH EA J VULCH CL� E I -A 4 V-4" BACKFILL W/ TOPSOIL & PEAT MOSS ll 120" APART AROUND TREE RATiQ A 9" OF i5. SATi-RA7F. E-A' STONE T NE FACADE TO ENIRY FENCE NOTE WRAP DECIDUOUS U. T OVER W/ BURLAP r 5. 77 TYPICAL LANDSCAPED BERM DETAIL 1 7-+ t 1 14" SPACING MANA:, FIXTL,Ki NOTES T- #3 REBAR 0 L jf 14* SPACING NOTES. 3* CLEAR --%3- CLEAR k X RECOMMF', V-- 5.;t4STrTUTE FIXTURES ONLY WITH ENGtNEEFS APPROVAL 2 _.ONTRAC7­A- t> METER AND PANEL WITH DEVELOPER AND UTILITY. -1011OCEL-1, zo vrt PRCPV,:":; ' 'SHALL A,, )JTDOOR LIGHTING ANQIGNAGE. _ 4 1.ONTRACTOR BE IZESPON� ­)MPLYING WITH ALL STATE AND LOCAL CODES. VN PLANTING DETAILS FOR TREES & SHRUBS Pit, X .................... ..................... .......... SIGN DETAIL AND SHRUB PLANTING SCHEDULE KEYCOMMON NAME IENTIFIC NAME ,/A, A% A EA EUONYMUS DWARF"C A A)LATU 'COMPACTA' BURNING BUSH AGER pf ROYAL RED �IALL 6 RM ROYAL RED' NORWAY MAPLE TAXUS x rn DENSE YEW le Ty 'DENSFORMIS' PA PfCEA ABIES NORWAY 3A1J,, -,,_A` BLUE SPRUCE JH JUNIPERUS BLUE RUG 4 HORIZONTALS JUNIPER PINUS EASTERN WHITE WP PINE BA,'STROBUS JuNIPERUS UPRIGHT 4 AS S-GAII BS KETELEERI JUNIPER WO CORNUS I CHEROKEE DOGWOOD rol FjA,_ & B,RLA;- CHEROKEE PRINCESS' WHITE DOGWOOD RO OUERCUS RUBRA RED c 9ALI A X1,4.AP 4 OAK PO QUERCUS PALUSTRIS PIN OAK BAL_ & B_R:Ar 40 c uouIDAMBAR SG SWEET GUM 2" -c Bk- & D.;:_AD 30* MORAINE PO CORNUS FLORIDA WHITE FLOWERING 2 Owwow 2'- c Wq_� WL' 2D J C. SG URIODENDRON TL(I.JP TREE BAtt it F),;RLAr' C TULIP TERA W�7777WTMW77_ 7,77 777 7. r. 7 ALL GREEN AREA HAVE A V:N,MiV 4" OF -CIIS11L. MJL--, SEEDAG SHA_ BE LnG MULCH TFLI UN,g, G ARF;- '-HALL 3E 0'�L C A VVIN-YUM DEF',t "Y B ET C Rf AND SEED ARE iNSTA,' 4. ALI TREES SHALL BE _11�Vl__� __,_ ili 67" ----------- - CAPSTONE DETAILS LA 0, wrl di`.__ 7, 11 f 7 7 ELECTRICAL METER FOR SUBDIVISION LIGHTING .,--ELECTRICAL PANEL J H LA JH EA J VULCH CL� E I -A 4 V-4" BACKFILL W/ TOPSOIL & PEAT MOSS ll 120" APART AROUND TREE RATiQ A 9" OF i5. SATi-RA7F. E-A' STONE T NE FACADE TO ENIRY FENCE NOTE WRAP DECIDUOUS 4" SOIL SAUCER ------ OVER W/ BURLAP TYPICAL LANDSCAPED BERM DETAIL EXTERIOR LIGHTING SCHEDULE 14" SPACING MANA:, FIXTL,Ki NOTES 10 W HI -PRESS. SODIUM MOUNT ON 10' POLE #3 REBAR 0 L ul) PER MANYFATURER 14* SPACING NOTES. 3* CLEAR --%3- CLEAR k NG AS NOTED ABOVE PER MANUFACTURERS RECOMMF', V-- 5.;t4STrTUTE FIXTURES ONLY WITH ENGtNEEFS APPROVAL 2 _.ONTRAC7­A- t> METER AND PANEL WITH DEVELOPER AND UTILITY. -1011OCEL-1, zo vrt PRCPV,:":; ' 'SHALL A,, )JTDOOR LIGHTING ANQIGNAGE. _ 4 1.ONTRACTOR BE IZESPON� ­)MPLYING WITH ALL STATE AND LOCAL CODES. VN (,`I) GUYS OF 10 g TWISTFD WIRF V-4" BACKFILL W/ TOPSOIL & PEAT MOSS ll 120" APART AROUND TREE RATiQ A 9" OF i5. SATi-RA7F. E-A' STONE T NE FACADE TO ENIRY FENCE NOTE WRAP DECIDUOUS 4" SOIL SAUCER ------ OVER W/ BURLAP 2' x 2' x 24' STAKF- 14" SPACING z4 #3 REBAR 0 L 14* SPACING cl 3* CLEAR --%3- CLEAR 4' 7 -ONE : FDG - VN PLANTING DETAILS FOR TREES & SHRUBS FFI)INI, SPECIFIC6,11ON5 1. PERMANENT SEEDING OF SWALES AND ZV +/- BEHIND CURS BETWEEN MARCt - MAY 15 OR FROM AUGUST tO - OCTOBER 15 WITH 15 LBS. KENTUCKY BLUE GRASS, 1000 LEIS. 12-12-12 FERTILIZER, AND 3000 _8 ' V, ',-, ER ACRE 2, IF GRADES ARE ESTABLISHED BETWEEN MAY 15 - AUGUST 10 L' vr c RARY SEEDING AS OUTLINED IN EROSION CONTROL, NOTES ON "THIS SHEET. 3. FOR SEEDING KHAT TAKES PLACE BETWEEN OCTOBER 15 3,, :--;rp py, OR WHFAT MAN BE WbSTIIUTED AND SPREAD Al , BUSHELS PER ACRE. cul i, THE TIME Of PERMANENT SEELYN:,. 4 IF TEMPORARY SEEDING IS ESTABUSHL'- ;IDT ,LRMANE' P, EXCEPT FOR EXPOSED ARFAS. 4" V-4" STONE T NE FACADE TO ENIRY FENCE #4 REEIAR 0 14" SPACING z4 #3 REBAR 0 14* SPACING cl 3* CLEAR --%3- CLEAR 4' 7 -ONE : FDG - tINiSH GRADE Pit, X S; 11 4 A 9PACtNC r. A FN Q 111 Cl) LLJ 0 a: < Z V) z (03 z 04 o L) V) 0 Z 0 0 - PAW A. I 9905-008 AWk I EXISTING LEGEND PROPOSED LEGEND 6' WOVEN-W!RE FENCE 6' RAIL & POST FENCE 24" ROLLED CONCRETE CURB t — — —T — — —T UNDERGROUND TELEPHONE PROPOSE[) SA^lITARY SEWER — — — — — — EASEMENT FLOW LINF OF FITCH & JESSUP DITCH r1AOMM OR _ j SETBACK LINE AHEAD �w�E 4 ---- CENTERLINE SUBDIVISION BOUNDARY GAS GAS UNDERGROUND GAS MAIN --- — — ADJUINER PROPERTY LINE TCOM UNDERGROUND TELECOMMUNICATIONS V PROPOSED WATER MAIN PROPERTY o- R/W LINE= _ _ - = = PROPOS~-D STORM SEWER E --- E -- UNDERGROUPi3 ELECTRIC LINE 28+00 wWATER LINE STREET ')TATIOf,! & ELEVATION SANITARY SEWER ?I i = = EXISTING STORM SEWER FLOy� �KROW i COI4CRETE PAVEMENT F76-7-11 PROPOSED GRADE I DAD E' eVATION (ROUGH GRADE) ASPHALT PAVEMENT 769.0 0 CUR€? INLET w 6"x6' AMER! TECH--P+;ON,PEDESTAL z� I� ; CNERGY ELECTR!C e0X. �� fitRE HYDRAi` tii x: 100' PAD GAS M l� EXISTINv c`C',7Oi,R I fh-a._ y�; EGE'AT,C'. I �u•� { _ SANITARY j�"� - • iEXiSTING BUry ZONED IED S— 1 i E,�'ST,NG I N 8g'51'34" E -1245.35' !y L2 X00 85, � D•�&� WATER LINE TAP 8Y LW.C•.f�NE'RIFY LOCATION SqU ` ' � �� • ZONED S-1 2+40 3+00 <+x 0 00 i TREESDAL.E CIRCLE 9g t} L5 S 88'5' ' 18" W FLACGER AHEAD SIGNS O .�5' =.2' E BE COVERED OR TAKEN I� �� q .?oAS DOWN WHEN FLAGGERS ARE NOT PRESENT - '� 4 zI 0 •5 4 i I sc 36,907 sq ft. 47,107 s:; ft. Y, ♦ (� Q U SMOULDER MAINTENAN E X I (L QMOFE THAN 30 M*4J E8 OR LESS THj I,N 16 FROM EDGE OF PAVEMENT 3 1 4 z a_ I O p Y w Z N m W w - 1 4- u srn O (5 J F STOPPED AT ANY LOCATI 3IN FOR LESS THAN W o 30 MINUTES OR MOW THAN 15 FROM EDGE OF 0 () "' PAVEMENT. NO SKM OR CC INES ARE REQUIRED ANY DROP � F ADJACE TO TRAVEL LANE WHICH EX EDS v 0 4' MUST HAVE TYPE I! , - 25' D U-& L.E WITH TYPE A FLASHERS •C) 1W O.C. 1 n z Z 144.75' 175.00' i M e N 88'51'34" E 'St'3 5' U.tlti,E. S 88 COMMON AREA 'D Sfl.o' 376.49' —=5 ,88'51'24" W zsT ASE"hl.. EkiST',NEARN li z W I RJIY01t KENNETH SL HELEN ST�?HE"�S OR 600K 170, PC. 46 i r q J 186.78' S 88'51 '34" W 7 51,471 sq ft. 5+0p 2 44,369 sq ft. 92.19' N 88'50'30" E SIGN LEGEND TOWNE ROAD FLAG=F,AGGER AHEAD SIGN AD > STREET NAME SIGN (SEE DETAIL S-2) Yri! TREESDALE llrlr CIRCLE 25 SPEED LIMI i SIGN (R2-1) ♦ CHANNELIZING DEVICE (CONE SPACING 0 4O' <g> SHOULDER WORK AHEAD STOP SIGN (R1-1) UTO NOTES: 1. SIGNS SHALL BE FACED NTH E.NGWEERING GRADE REFLECTOR;ZED SHEETING ON 0.08D" THICK ALUMINUM SHEET MATERIAL PER INDO' STANDARD SPECIFICA11ONS 912.10 2. POSTS SHALL BE 11'-0' LONG, 3 tb/ft GREEN PAINTED OR GALVANIZED CHANNEL. SIGN POS' PER INDOT.STANDARD SPEQFICA'ION 909.14. 3. ALL SIGN SIZES, SHAPES; COLORS AND MATERIAL. SHALL MEET THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 4. ALL STREET SIGNS SHALL BE PURCHASED BY THE DEVELOPER THROUGH THE HAMILTON COUNT: HIGHWAY DEPARTMENT. 5. SEE SHEET 13 FOR HAMILTON CC)UTNY STANDARD ;'LANS S-2 AND S-3. r, ZONED S-1 ra O N O 00 N a Co F 6x00 225-00' S 88'51'34" W 77,050 sq ft. 1 39,395 sq ft. rT+ L 0 TRAFFIC CONTROL and MAINTENANCE OF TRAFFIC PLAN GRAPHIC SCALE 50 0 25 .50 100 200 ( IN FEET ) 1 inch = 50 ft 492.34' PROVIDE VALLEY CURB O PRIVATE DRIVE ENTRANCE SEE DETAILS SHT 13 124.8T�'------'"� 81.08' 88'51'16" W S 88'51'16" W O O � Iv O -- + ----- -- --+--- -- + Ln OMM0�1 AREA 2+11.20 1 r 315.84' S 88'51'16" W IPlS-9 # 99 22622 10.128 Ac - 25' D. be U.E. lowy.... TIM, _m O m Z w 0 D 0 m "O ow w O (,1 - O Z Q1 m D ,`� R L) 1 , N L) U Cn LL- Q ry 46 • 0 ' — L1 04 - OPEN SPACE COMMON AREA 'D' o , CO U 136.49 35' D.U.&L E_ 172.7?, Q N 88`51'34" E S 88'5}'?, W C I W 25' D.U.&L E- CC rjc Q I w a Z i IA Li, O� CTS v) Co C4 0 W Co °�° z z •III W' O M Y p ^ mOD LL N • P A Yt 1 1- 47 �� 1 0 I I DRAWNBF- ' 0'0 y Q Z % wr ; W J} y 7 Q w l 5 ,STOP I I /, f i ♦ I + j, 35,540 sq ft. 46,378 sq ft 1 0 � A• ' LUCKY, LLC. !y L2 X00 85, � D•�&� WATER LINE TAP 8Y LW.C•.f�NE'RIFY LOCATION SqU ` ' � �� • ZONED S-1 2+40 3+00 <+x 0 00 i TREESDAL.E CIRCLE 9g t} L5 S 88'5' ' 18" W FLACGER AHEAD SIGNS O .�5' =.2' E BE COVERED OR TAKEN I� �� q .?oAS DOWN WHEN FLAGGERS ARE NOT PRESENT - '� 4 zI 0 •5 4 i I sc 36,907 sq ft. 47,107 s:; ft. Y, ♦ (� Q U SMOULDER MAINTENAN E X I (L QMOFE THAN 30 M*4J E8 OR LESS THj I,N 16 FROM EDGE OF PAVEMENT 3 1 4 z a_ I O p Y w Z N m W w - 1 4- u srn O (5 J F STOPPED AT ANY LOCATI 3IN FOR LESS THAN W o 30 MINUTES OR MOW THAN 15 FROM EDGE OF 0 () "' PAVEMENT. NO SKM OR CC INES ARE REQUIRED ANY DROP � F ADJACE TO TRAVEL LANE WHICH EX EDS v 0 4' MUST HAVE TYPE I! , - 25' D U-& L.E WITH TYPE A FLASHERS •C) 1W O.C. 1 n z Z 144.75' 175.00' i M e N 88'51'34" E 'St'3 5' U.tlti,E. S 88 COMMON AREA 'D Sfl.o' 376.49' —=5 ,88'51'24" W zsT ASE"hl.. EkiST',NEARN li z W I RJIY01t KENNETH SL HELEN ST�?HE"�S OR 600K 170, PC. 46 i r q J 186.78' S 88'51 '34" W 7 51,471 sq ft. 5+0p 2 44,369 sq ft. 92.19' N 88'50'30" E SIGN LEGEND TOWNE ROAD FLAG=F,AGGER AHEAD SIGN AD > STREET NAME SIGN (SEE DETAIL S-2) Yri! TREESDALE llrlr CIRCLE 25 SPEED LIMI i SIGN (R2-1) ♦ CHANNELIZING DEVICE (CONE SPACING 0 4O' <g> SHOULDER WORK AHEAD STOP SIGN (R1-1) UTO NOTES: 1. SIGNS SHALL BE FACED NTH E.NGWEERING GRADE REFLECTOR;ZED SHEETING ON 0.08D" THICK ALUMINUM SHEET MATERIAL PER INDO' STANDARD SPECIFICA11ONS 912.10 2. POSTS SHALL BE 11'-0' LONG, 3 tb/ft GREEN PAINTED OR GALVANIZED CHANNEL. SIGN POS' PER INDOT.STANDARD SPEQFICA'ION 909.14. 3. ALL SIGN SIZES, SHAPES; COLORS AND MATERIAL. SHALL MEET THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 4. ALL STREET SIGNS SHALL BE PURCHASED BY THE DEVELOPER THROUGH THE HAMILTON COUNT: HIGHWAY DEPARTMENT. 5. SEE SHEET 13 FOR HAMILTON CC)UTNY STANDARD ;'LANS S-2 AND S-3. r, ZONED S-1 ra O N O 00 N a Co F 6x00 225-00' S 88'51'34" W 77,050 sq ft. 1 39,395 sq ft. rT+ L 0 TRAFFIC CONTROL and MAINTENANCE OF TRAFFIC PLAN GRAPHIC SCALE 50 0 25 .50 100 200 ( IN FEET ) 1 inch = 50 ft 492.34' PROVIDE VALLEY CURB O PRIVATE DRIVE ENTRANCE SEE DETAILS SHT 13 124.8T�'------'"� 81.08' 88'51'16" W S 88'51'16" W O O � Iv O -- + ----- -- --+--- -- + Ln OMM0�1 AREA 2+11.20 1 r 315.84' S 88'51'16" W IPlS-9 # 99 22622 10.128 Ac - 25' D. be U.E. lowy.... TIM, _m O m Z w 0 D 0 m "O ow w O (,1 - O Z Q1 m D ,`� R L) 1 , N L) U Cn LL- Q ry 46 • 04 CO co) uj C CC IA Co C4 0 r QOo •III W' • P A Yt x^ 4 �u DRAWNBF- ' 0'0 y CHECKED B Y: ALD PROJECT N o, 9905-008