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05060052 Civil Construction Plans Rcd. 8/2/2005
SEC. 28-Tl 8N-R3E F-1 CTIO 9003 (CONS T1M"'UCTX0W-- F 19s) HA I LifO OU TY CAR EL, I DIA A DE ELOPE: ROADWAY DESIGN SPEED = 20MPH REVISIONS: DATE: BY: DESCRIPTION: 7/27/05 BET ALL SHEETS PROJECT ENGINEER: CHECKED BY: DATE CHECKED: ' tf-d--0C GS Do E V E L 0PME�J 11 C 0o 12821 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 13171 574 -3400 13171 574 -3919 FAX 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. schneiderc orp. c om Architecture Civil Engineering Interior Design Environmental Engineering Land Surveying Geotechnical Services Landscape Architecture GIS * LIS Transportation Engineering Home Builder Services CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com © 2005, The Schneider Corporation 3 1 ' 4 �a 1, g No. 10000075 STATE OF NpIANP ���. A►k- DATE: 06/10/05 JOB No. 1238.9003 SHEET OF 19 FILE NAME: N:\1238\9003\DWGS\ClOO.DWG INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 DEVELOPMENT PLAN C102 STORMWATER POLLUTION PREVENTION PLAN C103 TRAFFIC CONTROL PLAN C201 —C202 STREET PLAN & PROFILES C301 INTERSECTION DETAILS C401 SANITARY SEWER PLAN & PROFILES C601 —C602 STORM SEWER PLAN & PROFILES C701 WATER DISTRIBUTION PLAN C702 WATER DISTRIBUTION DETAILS AND SPECIFICATIONS C801 STREET DETAILS C802 SANITARY SEWER DETAILS C803 STORM SEWER DETAILS C804 —C805 STORMWATER POLLUTION PREVENTION DETAILS & SPECIFICATIONS C806 HAMILTON COUNTY DETAILS C901 SPECIFICATIONS 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. schneiderc orp. c om Architecture Civil Engineering Interior Design Environmental Engineering Land Surveying Geotechnical Services Landscape Architecture GIS * LIS Transportation Engineering Home Builder Services CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com © 2005, The Schneider Corporation 3 1 ' 4 �a 1, g No. 10000075 STATE OF NpIANP ���. 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E V Existing Elevation � New Pavement Grade � All Other Finish Grades F -ME--] Match Existing Grades 0 Storm Structure Number @ Sanitary Structure Number No Flow Arrow " Subsurface Drain I---- 4" SSD Lot Lateral ... 0- Swale (0 W — Water Main ----- Existing Trees _G 1� — Existing Gas Main ---- T --T — Existing Telephone -�--l'.W.--��---,�-.-,"����-11�1--�-� ..... . .... - W - Existing Water Main _____------ Existing Flowline I ,I- I I sting Overhead Utilities I N-1 "__��., Emergency Flood Routing MFFE Minimum Finished Floor Elevation Wz 1' Above Hightest Lot Grade MFPG Finished Floor Elevations of all Structures Shall be No Less Than 2 Feet Above Any Adjacent 100 Yr. Local or Regional Flood Elevation (Whichever 04 is Greater) @ 2' Chairback Curb with Gutter 0 2' Chairback Curb w/o Gutter NOTE: . ADA ACCESSIBLE RAMPS ARE OCATIONS THE STREET. I I , . . -dp , � 11 . I,, "g, I �� _V � 11 C,j TX I �)�) - ,ze, i I ,.#,; / - , Q - _ 0,000 --l"J, "' _. , . 4 -, ( '-) .-- '. 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'L�)---,,_.�._, � . �� , __ -b- L , " , �� ,-II,.� !�- �_4,. .9 - . . - I � J --ml-i'l,"(2cl F.If fy_ . . q Eq I - - . i it . � M � . ��J ! k , I __�__ " ��:::::::�z .,F,-,- __ , , 7- �441`,, - , - , I- �- tzi �;� ,,,,, ki� c::) I ll-ii1_ � � . - . - , I - I I 1 o - _�, i, ." -.Ili . L, - __ _ ,- =_ , . - t I XIII, - , J , �i I , ", - I—, _._ J � _W_ U f I Hif I.J.- ,i� �.. .., ,��_ - _� � - �::�_ _f I 4 �__ - I 11 I UJ if " if Zfl I I I -, I �_ I - . - " If, ---!. I ill - I �,_ �- ,iv�� , ... L__=!_�_ -1 - I I III I - - ., . If I - _ . .. I - r I __ � 1 ; _1*. . � -I I k .., if f !,I, 1,; 1_�. �, 01P , - 1. ,/ " / I ' . d ff� I,Qt I , L � . 7 _�'Z " ;- I - f I if J y i V . . , I .1 \ I ---, ____ I " 7i:,- ��'7,,;---L� -___ . I - 41 � nkA \, CLAY TOWNSHIP REGIONAL WASTE DISTRICT t - I .. I f L), U0 I i� . F - 4;� -,ffli" - . "I f -�i k�, ff . � _,�, 4 , - . . � I I ... , � - 1, . ry. . ') \) � 11 _J � ,i/ - : , - �__b I ii, i 1-I-JA �1-r il C) \ I-- t J� 11 _�__�:__N( 1 � J." . i _J _i. 4, 1 .- - 1 liu! * - .1 - . z - � : ,'I ; !T I , --k-,_ r� I ! I P.. 1 . z "� � , - I - - I v % 't'l-, I , 'I �ffj i . . "', . If '__� I 0 � -A) - ,�� � 1r, I 11, -_ " �) - il � jA, 1, i J fit, � SANITARY SEWER STRUCTURE NUMBER PREFIX: z 0� t I i - - I I . ., � IT = 0 I � .1 . _ ; . _'. � __11','\ ____ , - I -1 -ficz, q I ')`f`` I H, - z I I __-, 7 I C lif i r z ,__ 6 --, 1- ---7 / I X 1 _�7_�_111 ) :_ � I I- .---- , -2- ;;' , ! : 11L _�_ -,, I * il� p : .. .'�-,�,Y I " . I -I ;If i ! l, I # f 9',*!- f .1 I ; S-L - I' I ;� 11 I A I "-,::: C I i - 0 �I; 1, E�!_-N2. i f I VWC-N-000 _y \1 I ,I I t�' !O ., I HP ! ii - -.� . I! .I . _L�. I . .. � - - I _ . __. . -1 if I II ?i I 11.11 I .. - I if __ _= __ I— P�,`,, 1 I,' X_ I E, if I � _,__< I - - i i f P - - . 11-- IN, . ? - ;. � --.---- I PI.-E.,"i , I . - ; I j, I � H � :::�� I, . I �/ -.,--. 11 -�t:4 i -4-0 , , I , i,� _ �� 'g, . . _.!�r � I - P: . " ! I if 11 z �,p 1 I 11 I f 1,-, I i, 11 &,_W" i i _� I �I I 1 r �� to i - .( C', . ']L:� N k -1 �% I I 1 I ,�J ! �1_ C!O I if I , �� ,\d �_ I \, . - I.I - y h, I Village of WestClay - North- Structure number) HOLEY MOLEY SAYS " DON'T DIG BLIND In "IT'S THE LAW'" CAL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT N01IFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 0 0_003 1 21 I W11 - TBM #44 CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE ELEVATION — 893.39 W-41141ZA12niv IN-01 Ofto I 1111111 I ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE ONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL N01IFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANCES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. ATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE U11LITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. E TO BE EQUALLY SPACE EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRAC11ON JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. ER SAFETY. LL MINIMIZE DAMAGE TO EXISTING TREES. FILL ALL AREAS WHERE ANY FIELD TILE HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT E MAXIMUM DRY DENSITY (ASTM D-1557). FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES PASSING A #200 SIEVE. 13. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE NOTE: S TO BE LABELED . "DUMP " _=5 - NOTE: R SYSTEMS WITHIN 501 OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. . — I . 4 = Li M M C> C) . r-> _< I �__ Cif UJ 0- cm UJ Lo 5-- W lk� Ld CD - 0i I,- =�� �:� r- V) �_7 5; UJ UJ M - I ct:� _: ��_ , ,�oollll I I I I I I It//////,,, NNI, y)t4 T -""//,- '\ I . .o �N tf& --//, sl� - .- � - /I 19, "t I -zz�<�r I G\5 FEJ�, .�� - ��,,,-- : , ..- �� '0 _" �� I zz No. ` - = : . = = : : = = * = EE -10.: 10000075 = ' Q I 1�� -;O- ---... STATE OF .. " -_ . 1� 0 . . ,-, ,It � - / . - � 19, <k - - , YDIA14P' ` - -,-/ U S .... I - "////, luly/AL %\\N\%0 ""fl/n/Ili 11111% luv� won"% 31t4VI4 I t... �' L, DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. (D COPYRIGHTED BY THE SCHNEIDER CORP.(2005)1 . - - � - - - - - - - - - - . - _ I - - - Schne'ioder 12821 E. New Market Street Suite 1 00 Carmel, IN 46032 Telephone: 317.569-8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering �� z 6 r 11 C_..) CO U -+--.) (=) E4 � 12" V) (=) rM4 Q) M 4 oe"_ C:� �� P.-I -<4 Z 4 �= � f--� r:� z 6-� (Z�:) �_zi R� . �-� :2" , — 4-II 0 c) II..._II ..� — �:� t-.� = ..f FzQ �� Q) &--q U C4 :::� C) :�:4 U = 4 U tw P4 Wz CZ U) �� F=4 r___1 ---- 04 r q 0 r-.q >.. I I 1= I EMU" U U z 2 O 11 U O O 00 ^rD N Ilk A ® ® ® ® ® ® ® ® ® ® -WARNING THIS SHEET TO BE' USED FOR STcoRMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN...--- _.. -_. SEE SHEETS C804-805 FOR A.1 L STO POLLUTION PREVENTION PLAT` ETAIL , r - ASSUMED NORTH d _. SCALE: 1 "= 50 ' R --m" Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour '.•. HATCH PATTERN DENOTES TEMPORARY SEEDING ..� HATCH PATTERN DENOTES PERMANENT SEEDING j/ HATCH PATTERN DENOTES EROSION CONTROL BLANKET DCC CURB INLET SEDIMENT BARRIER (TYP) o BEEHIVE INLET PROTECTION U DANDY BAG OR EQUAL (TYP) N: \1238 \9003 \DWGS \C102.DWG STRAW BALES (TYP) X. *— SILTATION FENCE - -- CONSTRUCTION LIMITS rs TEMPORARY SEDIMENT FILTER/BARRIER HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 11,00-112-0111111 1( 1 IIM� -ral� TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST., SUITE 200 CARMEL, IN 46032 (317) 574 -3400 NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S 11OFFICE OR HCSWCD INSPECTOR RECEIVING WATER: ELLIOT CREEK NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. W M 0 U U Q W a 0 W V) 5 W of W CD N z^ 0 W wm \\\\`���������oA'I11�T, TERF No. 10000075 � STATE OF p = w %ss/0NA E��`�\\0 � v�nn►►rrnnnn������ l � 1 i DATE: 6/10 /05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CCU DCC o STORMWATER POLLUTION U DRAWING FILES: N: \1238 \9003 \DWGS \C102.DWG XREF: 1012- BS.DWG, 9002- BS.DWG XREF: 9003- BS.DWG, CA15.DWG XREF: CA16.DWG, CA18.DWG XREF: CA19.DWG SHEET NO.: E, Q oQ O w E---- Cz w DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \9003 \DWGS \C102.DWG XREF: 1012- BS.DWG, 9002- BS.DWG XREF: 9003- BS.DWG, CA15.DWG XREF: CA16.DWG, CA18.DWG XREF: CA19.DWG SHEET NO.: (Cn(a /� r /' : t �f.• f L1Y j f f i �! f sff s ASSUMED NORTH SCALE: 1 "= 50 ' SrRE�l - -�- HOLEY MOLEY SAYS "DON'T DIG BLINDT "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. TYPE OF SIGN SPECIFICATION 1QUANITY1 OS STOP SIGN R1 -1; 30 "X30" 5 +POST 20 SPEED LIMIT (20 MPH) R2 -1; 24 "X30" 4 +POST SN STREET NAME SIGN SEE DETAIL C804 4 + POST STREET LIGHT SEE DETAIL C103 4 + POST NOTE: REGULATORY SIGNS &PLACEMENT REQUIRE APPROVAL BY CITY OF CARMEL. CONTRACTOR SHALL COORDINATE PURCHASE &INSTALLATION OF SIGNS WITH CARMEL STREET DEPARTMENT &DEVELOPER. S#�Ia: /YL118� G�wrlri �G4j'Cat�Cf1O;6 . lMkrwrJ�p�r �i4Q, i TS ar 2� \+� . - tiF�17 i'�wn 'Sa�i�m (Tit, 100 i 501, � Ic�m:ttj�pnl . �i� rt buti�n: 5yr>wnvkk +fir rlr/tn mttro t *[kV4: 120.2 240,277 V 4W Pramat�c (NL918� Naha ! �o l,�mir�aira S�itan iarDtla:fE #_- 7A �:I�tr:vw�:ttP�1 - .• �%hi Coder. Valais Nom- hV+t1 Q It Si+aH - fabrlcalod Sleet, JSTM-A 95 . Gamy . 1 j'ic f ptt �irrinf� Jw�3S�OF �CGFFF 1�4Cf: Lgeair is bosra p4mt FiMmh Pasted urkn Mew 1t0, 4ax9f�� • C"4-, R.hiu Milt Pl+etu G �d -1�S3 • Fgt{334} �3b -d�4� 11��11 a�ttirw� r 121rb iJPAre+entt•�- �41�riui.d<it.= MI. 1 A.DOUS Wt OUT" C t ^4 1!;? O 1 . tai fsOJEG7k7�� ��f3' .. �►�outiii+43tri9Fo 01 "n aro MCWMV*U%4, !her rna� rRtr+7 MNI Q+y i om oraRz6+r ,• •,gyp y�s.RF,c�lan �ieFcn �tadns4d ba+. muftuvwj I*(�pmpMrca des{ r d.b�ts wsd haw n erzfw. W M 0 U U Q t- W 0- 0 w V) 5 W Vi N Z� O r— C/5 f- w w M N \``\\\\�\ \\ \ \\ QO T. . \STERN No. _10000075 P STATE OF „ZONA,L, OM DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O E1 zt W d ca Q Z � � Q Z 0 • r� U Z r- O v O CD0 v u 00 Li I - W11M TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 �/ \ /• I I 915 910 905 -2. I N _ O LLJ II II W a- MERCER STREET 0 �t N r7 00 � c�D + II C7 O O II II II 1 & 2 > Q ff3- I (~/) W W n N: \1238 \9003 \DWGS \C201- 202.DWG C801 6 Sidewalk Ramp For Handicapped Detail STREET PLAN LOW POINT ELEV = 898.48 L- OW- PflIP}-T--STA =- 7+29:4E PVI STA = 7 +63.03 PVI ELEV = 898.19 100.00' VC a� NJ 06 1` 00.0.. T (/) W U U M m in O � c 00 of ( W L ' —0.70% � 1 1.25% I`r 915 910 905 of ay IG 10012 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —N -000 (Village of WestClay — North— Structure number) 14 II I TOE 15 +00 =I4+00 1 -1 PRESIDENT 74 0.70% J 16 Ij _'+01J i L:/K700 00 0 0 r\ to 3 +00 0 57 co 50' F1W 2' HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW” CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. dop 25 124 � \ R ESIDENT S TREET LOW POINT ELEV = 900.85 °m _--LOW-POINT- STA- -- 4 +0a—.� E PVI STA — 3 +76.28 HIGH POINT ELEV = 902.67 PVI ELEV — 900.63 II HIGH POINT STA = 2 +43.47 75.00' VC w PVI STA = 2 +39.85 co r� o + O -4- M C/7 W U U > > W W 31 �x 'TX LSO '6> \ `xX SCALE: 1 " =50' Sheet Detail Number Description D PVI ELEV = 902.84 C801 1 & 2 1 Street Cross Section Details O C801 5 Concrete Sidewalk Detail N: \1238 \9003 \DWGS \C201- 202.DWG C801 6 Sidewalk Ramp For Handicapped Detail 895 C801 8 Choirback Curb w/ Reverse Slope Gutter Detail T� C801 11 Choirback Curb and Gutter Detail 895 C801 9 Valley Gutter Detail � C801 10 Pipe Underdrain Detail Q C303 N Intersection Details All Streets to be 28' F —F in width unless otherwise noted. All Rights —of —way to be 50' in width unless otherwise noted. dop 25 124 � \ R ESIDENT S TREET LOW POINT ELEV = 900.85 °m _--LOW-POINT- STA- -- 4 +0a—.� E PVI STA — 3 +76.28 HIGH POINT ELEV = 902.67 PVI ELEV — 900.63 II HIGH POINT STA = 2 +43.47 75.00' VC w PVI STA = 2 +39.85 co r� o + O -4- M C/7 W U U > > W W 31 �x 'TX LSO '6> \ `xX SCALE: 1 " =50' 915 910 905 x!11 895 PROJECT NO.: 6/10/05 1238.9003 PVI ELEV = 902.84 C" DCC O > U U—) C" N: \1238 \9003 \DWGS \C201- 202.DWG XREF:1012— BS.DWG XREF: 9002— BS.DWG, 9003— BS.DWG XREF: STREET.DWG 895 I n /, VC T� - p 895 + O .0-, - — -- � N CO Q C �z N M N 0600 O C'4 _+. r7 CN CD I I I I Ln > 00 Ln 00 rn + o 0 W I Lo W CN �+ O N O I I I I w m m Cn LLJ W — W W W W W m m W 2.05 2.0810n7 CO X1110 � 00 N Z - - 890 915 910 905 x!11 895 PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: C" DCC O STREET U co N: \1238 \9003 \DWGS \C201- 202.DWG XREF:1012— BS.DWG XREF: 9002— BS.DWG, 9003— BS.DWG XREF: STREET.DWG 895 I E4 Z T� 895 W z � � Z �z Q C �z Q W w CO � 00 N Z 890 N z Nz 890 1 z - 890 >00 � I �- co z I �co 885 w 885 885 CO cr) C6 0 a_ 00 I— Z Z W O W O Ld N 880 880 Cn 880 _L� __. O O O 00 ° o _ (D o W 0 Ln 0 00 t\ + N + 00 + Ln + CV a0 O + + (� O 0 Ln cD 00 0) r- � co ff -) CV — 875 �ON co CD �� N 875 +o e�o �UO 875 ej ±- ° c3' ro l M 0- M o_ 00 + 0- co o_ oo U-) M c-� a l M e' o_ rn 0 in 1l- O N Ln 1l- O N co t� 00 1`0 c.0 00 1`10 cD 00 r7 C7' 100 -1 t\ 00 cc Lf) r7 O� 00 cD d r- 0 � r7 N O 00 Co 0 c.0 C7) Ln O 00 O �fi co in — CV O O O O O O O O O O 0 0 0 0 rn 00 00 00 0 O O CV N N N CV O O O o 0 0 0 0 0 o O o 0 O o O o O a, 01 a) M 0 rn rn � 0 rn o 0 0 o O o 0 C DI 0 O O O O o o O O Q7 O CD M O rn Cy) C7) C') 0 C7) 0 0 CY) O CY) 00 00 00 00 Do 00 00 CIO 00 00 00 CT' CY) CT 07 0 0 Q) M M rn O 0 Ci) G7 0 O-' 0 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 5 +14.85 5 +00 4 +00 3 +00 2 +00 1 +00 IL a HORZ.: 1 " =50' STREET PROFILE „- - - -�,, SCALE: »_ VERT.. 1 -5 Existing Grade New Grade Z L.J 0 U U Q L,J a_ 0 L,J V) s LLJ (/7 N Z � O L,J W m ,,,,, ,o�OpNT�� %, \STE RF 'f No. _10000075_ S-;OO STATE OF %AF �NDIANP s /ANAL DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004)1 c THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: C" DCC O STREET U co N: \1238 \9003 \DWGS \C201- 202.DWG XREF:1012— BS.DWG XREF: 9002— BS.DWG, 9003— BS.DWG XREF: STREET.DWG o (C2(0)n E4 Z T� W z � � Z �z Q C �z Q W w DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY- DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \1238 \9003 \DWGS \C201- 202.DWG XREF:1012— BS.DWG XREF: 9002— BS.DWG, 9003— BS.DWG XREF: STREET.DWG SHEET NO.: (C2(0)n O cc N v O 0 CIN U G7 / 0C 1 (Ul 1:01 -NM I N 1 11M�11�1� TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 I� 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY, 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. HOLEY MOLEY SAYS "DON'T DIG BLIND )12 T "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. AY TOWNSHIP REGIONAL WASTE DISTRICT ITARY SEWER STRUCTURE NUMBER PREFIX: VWC —N -000 le of WestClay — North— Structure number) STREET PLAN SCALE: 1" =50' Sheet NDu tail Description DRAWN BY: C801 1 & 2 1 Street Cross Section Details O C801 5 Concrete Sidewalk Detail LOW C801 6 Sidewalk Ramp For Handicapped Detail O C801 8 Choirback Curb w/ Reverse Slope Gutter Detail rT� C801 11 Choirback Curb and Gutter Detail C801 1 9 Valley Gutter Detail a C801 10 1 Pipe Underdroin Detail C303 1 Intersection Details (a All Streets to be 28' F -F in width unless otherwise noted. All Rights -of -way to be 50' in width unless otherwise noted. HOLEY MOLEY SAYS "DON'T DIG BLIND )12 T "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. AY TOWNSHIP REGIONAL WASTE DISTRICT ITARY SEWER STRUCTURE NUMBER PREFIX: VWC —N -000 le of WestClay — North— Structure number) STREET PLAN SCALE: 1" =50' STREET PROFILE 1 50 ,,- - - - -,, SCALE: »_ VERT.: 1 =5 Existing Grade New Grade N W O U U Q H-- W W V) 5 w Of w z� O^ >W wm Of \`����������uu a u►prU�q�nzir .��``�� 0�� T 8 %,, No. 10000075 IF -;0 STATE OF -- /4/nunrIIII11 0 31u'��4 1 t§00 U..' L.,." DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) Schnei0der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: Cz DCC POINT ELEV = 904.30 O STREET BIRKENHEAD STREET DRAWING FILES: LOW IHIGH POINT ELEV = 901.19 XREF: 9002— BS.DWG, 9003— BS.DWG HIGH POINT ELEV - 902.24 O HIGH POINT STA = 11 +72.20 PVI STA = 11 +75 E1 z BIRKENHEAD STREET 915 HIGH POINT ELEV = 902.19 HIGH POINT STA 4 +67.37 LOW POINT STA = 6 +27.87 HIGH POINT STA = 7 +61.58 PVI STA = 7 +53.11 vJ PVI ELEV = 904.48 a 915 W-- P -01�1- �ELE� =- 898. ^^ = PVI STA = 4 +44.05 PSI- STA-= -6 +�3. Q PVI ELEV = 902.40 O - -5�� Q - LOW POINT STA = 2 +81.31 PVI ELEV = 901.08 W CIZ5 PVI STA - 2 +80.26 PVI ELEV j 902.40 50.00' VC 75.00' VC • 1"—i 75.00 VC PVI ELEV = 897.49 o CD 910 125.00' VC 0 O N O 910 + � c-- -- I II II � N � N r 0') o U U N d+ j w o- C3,) ° m w w o o + °rn Cn 1 C° (O C + c0 �; w U O rn 0- + + > w w v U v m m w w w II II II > 905 N� �� m >m ww m w �� Qw 905 CIO U � U 0_ �W Cn S > 2.0 m m w w 1.25% 5 a. � o I -1.579 -0.70% - - - - - - -0.70% 90o , 3�0 q _ - - . - ---- -_ - - -- --- - ------ - - - - - � - 900 895 7777 �`_ ___, - - -- I 895 _ — p 00 00 U C0 U rn z 1 U [If 00 M 00 > _ N U� Z 890 a- I - 890 CO U rn co co af 00 CO 885 co �z > c CO z 885 z z0 W z CD 880 Q o U 880 C) Uj CD O W o w o Cfl O� N + N �cD O O r�� +� co c0 �� N 00 +� O lf7 ON 00 00 f� �N M +� cD r� 00 O� 875 +Ica:" UM +M � +o O I- 0_ CD CSC � +o � r— M Uo d. M -I- C'4 CV CD -+.- � C'4 + O CD 875 O a- 00 N 00 � � a_ M � c0 r7 c0 c0 N 00 Ln r7 00 N-) O ro 00 L0 N 00 O � O O t\ L0 00 N 00 O N N N r— O N L0 O c) r— � 00 � c0 N-) r0 co 00 a7 M O r7 N co O N d- Lr) c0 O � 00 r) O O O N P, L0 co O r- } L t\ cj N O O O 0) N Cy� O md 00 L.0 � a0 00 (7i O- CD (n CD O O r— N O O O N O 00 c0 N O O O O N O O O O N N O O O N O N O O O O O O O O CV N O O O O O O O O O O O LC) N N O O r— rr) O O Cn L0 r7 t17 O O O O O C" O O O a) rn rn M � O) co co O) 0o 00 co 00 rn o) rn o) Cn a) (n Cn CD � rn rn rn � rn rn rn rn a) Cr � Cr o) rn Cr Cn rn � Cr rn rn o) rn � rn M � M rn M O O O rn o) rn rn O rn 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 15 +09.78 STREET PROFILE 1 50 ,,- - - - -,, SCALE: »_ VERT.: 1 =5 Existing Grade New Grade N W O U U Q H-- W W V) 5 w Of w z� O^ >W wm Of \`����������uu a u►prU�q�nzir .��``�� 0�� T 8 %,, No. 10000075 IF -;0 STATE OF -- /4/nunrIIII11 0 31u'��4 1 t§00 U..' L.,." DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) Schnei0der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: Cz DCC O STREET PLAN & PROFILE DRAWING FILES: N: \1238 \9003 \DWGS \C201- 202.DWG XREF:1012— BS.DWG XREF: 9002— BS.DWG, 9003— BS.DWG -�-� O (C 2( —02 E1 z vJ z a d �z Q O �z Q O w Q w W CIZ5 w • 1"—i DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \1238 \9003 \DWGS \C201- 202.DWG XREF:1012— BS.DWG XREF: 9002— BS.DWG, 9003— BS.DWG XREF: STREET.DWG SHEET NO.: (C 2( —02 BIRKENHEAD STREET MERCER STREET & DIRKENHEAD STREET SCALE: 1 " =30' Ln 0 cc / 0 C; cc MERCER STREET 1 C301 I� 15 �! BR STA 7 +22.58 902.06 TC 14.00' RT =GUT BR STA 3 +59.50 901.26 TC 14.00' RT =GUT w w 0 Q w w Y We t I CM111�� 0 000 - - X ELEV DESC Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation w/ description New Pavement Grade All Other Finish Grades Flow Arrow 2' Chairback Curb with Gutter 2' Chairback Curb w/o Gutter HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. BR -1 STA 1430.03 10.00' LT 902.45 TC 901.95 GUT BR -2 STA 4 +63.64 14.00' RT 9o2t9 TC 901.69 GUT BR -3 STA 4 +71.10 14.00' RT 901.97 TC =GUT BR -4 STA 2 +94.49 10.00' RT 9o2t2 TIC =GUT BIRKENHEAD STREET IL _V/ 7 C ° 1 I II a I� II 50 IN co 00 I I 0 00 CD + o I 28 F- I I A \ r LU -_ _ LCD - - - - - -- - -- TC=9 -- -- - r V) 4 � `� ± 3 +00 +00 PT 3 +20 50 w _ ° A 900.85 ° 4 902.24 C w TC= 900.85 � \ o o I ° N I 00 ° I BR STA 3 +59.50 901.26 TC 14.00' LT 900.76 GUT 28 F -F I BR STA 8 +00.58 I 902.07 TC 14.00' RT 50' /W =GUT 1 A 51111 I MERCER STREET BR STA 3 +24.49 900.45 TC 14.00 RT 899.95 GUT BR STA 1 +43.72 / 901.25 TC 14.00 RT AB STA 7 +20.26 90203 TC 900.75 GUT 00' LT 901.53 GUT BR STA 2 +76.78 I 14.00 RT 902.38 TC 901.8PT� CQ - \\ UXO . \ \ 25R 111,11K o\ o� �s \ur'- Xos :2:1:0:) BR STA 1 +35.32 TC 14.00' LT =GUT \ BE STA 4 +0 \ 900.71 TC 14.00 =GUT BR STA 2 +85.18 902.28 TC 2:) ICI I ' 11!11 I II BIRKENHEAD STREET PRESIDENT STREET & BIRKENHEAD STREET SCALE: 1 " =30' z C301 14.00 LT 901.78 GUT \ BR STA 7 +98.70 902.08 TC 14.00' LT 901.58 GUT \ 24 � tE 57 00 C' \ X \ 31 PRESIDENT STREET & MERCER STREET SCALE: 1 " =30' MERCER STREET 3 C301 ASSUMED NORTH SCALE: 111 =30' z CD ry- w I I I I 1 I / \`\\\\\� \ \ \ \ \ \ \ \ 111 { { I ! I l / / / / No. 10000075 STATE OF 1rIInIII lilt IIII\\\ \ \� DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT PRDJ1238.9003 DRAWN BY- Cz DCC O INTERSECTION & CUL -DE -SAC DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C301.DWG XREF: 9003- BS.DWG XREF: 9002- BS.DWG SHEET NO.: o Q) Q z oQ � z 0 o w Q w CO w .rI DATE: PROJECT PRDJ1238.9003 DRAWN BY- CHECKED BY: DCC SHEET TITLE: INTERSECTION & CUL -DE -SAC DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C301.DWG XREF: 9003- BS.DWG XREF: 9002- BS.DWG SHEET NO.: (C3CDn cri z w 0 U U W W W N 5 w W u-S � N Z� O W w 0° `\\,\'0� \ \\ No. 10000075 C> STATE OF a SON.... A L ��/11111►11 I I I I I I I I \1 \ \ \\ 3142��4 /- laul-o L..",- DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2004 )1 I U U Cl_ Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O O DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC O SANITARY SEWER U CYD N: \1238 \9003 \DWGS \C401.DWG XREF: 1012- BS.DWG XREF: 9002- BS.DWG, 9003- BS.DWG XREF: SANITARY.DWG � (C40n � oQ 0 o w Q w w O O DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \9003 \DWGS \C401.DWG XREF: 1012- BS.DWG XREF: 9002- BS.DWG, 9003- BS.DWG XREF: SANITARY.DWG SHEET NO.: (C40n 920 O �......,...e..... ... J 0 tz: F Detail Number Description C803 1 4 C803 FT ...._ .. �...... - E .. :�::r 93•d tPT C803 2 r C803 —�� CD � - -) C: RipRop Detail @ End Section w M - r;, 1 aZ J D t_=1J E C..,_ a _.ter � i9 r -.:. - jj � f _ ...�I ! j+l f� i l�.rr..i.. ..ate - ...__ .... .........�.� 4jI.. +hant.,s� ..... °k - k 2: ;; p..... .. ........ ......,....... ._ .............. a — E METI N G TOWI . , ....... .. t .. . ... _ . , .. SUB f DIVI N a RIF j Ma j(( it if m ... . Sheet Detail Number Description C803 1 4 C803 5 ...._ .. �...... 4 _ .t..,._... ....,.,. C803 2 Storm Manhole Detail C803 X Precast Concrete End Section � - -) C: RipRop Detail @ End Section w M - aZ z oQ � z J J g �— z z z — o ^ w^ cn � z = ^ ^ W 4� E > Cn _ _ _ Lo W M CJ� Z J Z a E rI = 2 _ 2 ^^ W �� -�^ a d - 910 � Wz W w CO m�z ^^ W Cn Z W -� °°�o W (/� w Z m___ CD CO z �� 00 `° �i `� 1.00% f D M Z I 1.00% LL Co W 00% STORM SEWER PLAN t~ TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 000 0 1.151 j c� _a N HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. D O 000 000 � o NORMAL POOL =893.1 TOP OF BANK =898.9 100 YEAR =896.9 CR`� 10 YEAR =895.6 s 2 YEAR =895.2 00 o \ O� 00 000 e� SCALE.- 1'=50' % �-- 9 — Sheet Detail Number Description C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 4 Beehive Inlet Detail C803 2 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRop Detail @ End Section w M - aZ 000 0 1.151 j c� _a N HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. D O 000 000 � o NORMAL POOL =893.1 TOP OF BANK =898.9 100 YEAR =896.9 CR`� 10 YEAR =895.6 s 2 YEAR =895.2 00 o \ O� 00 000 e� SCALE.- 1'=50' 0.23% 15 "RCP �u ncr 1 d6" 0 23% " EXISTING 24' RCP TO BE CONNECTED TO STRUCTURE 690. INV- 895.51 (TOWNEPOINTE DRY DETENTION OUTFALL) 36 RCP EX. 8" PVC INV - 892.0± 123' 0.23% 36 "RCP STORM SEWER PROFILE 353' 0.23% 36 "RCP Existing Grade New Grade Granular Backfill 55' 0.24% 36 "RCP NORMAE--POC ELEV= 893.10 H OR Z.: 1"=50'— SCALE: _ » VERT.. 1 -5 �iil vi z W 0 V U Uf W Cl- ° W 5 w L8 CD Gi O U5 U w° \o \ \o\\uullurrl►luu�� /i, /i \o .... T. ��P�sTERF No. 10000075 ?� STATE OF ,= // � 111111111 11111111 \ \ \\ DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: C DCC o z PLAN & PROFILE co N: \1238 \9003 \DWGS \C601- 602.DWG XREF: 1012- BS.DWG 915 XREF: STORM .DWG 915 XREF: CA16.DWG SHEET NO.: � o w M - aZ z oQ � z J J Ctf � �— z z z — o ^ w^ cn � z = ^ ^ W z w > Cn _ _ _ Lo W M CJ� Z J Z W 2 2 ^^ W �� -�^ 000 ��� 910 � Wz W w CO m�z ^^ W Cn Z W -� °°�o W (/� w Z m___ CD CO z �� 00 `° �i `� W W 910 Q - -- 110 ^w �_ co cy�M0 Up LU _ Cn O O I Z CO � co <— 00 00 O � � >�00� 00 t1°) M O 00 c0 c0 1 Z 00 Z LnU-') UO�O 00 Up`zf -LC a) CD �Z� \Jd- VOco �0�� 00 �D�O0�0~ CnI. Z Cf�F - CY— Z C,4 r6 CD >O�� Oi �zo �Z� CDZZ� - -- ��ZZ �c0�00 '°°°°~ U Cn 905 905 Cn LO Cn c� ____ _ -____ - -_, - -- 900 _____ _____,, ________��`- -- I 900 �� _. , SSD 0.23% 15 "RCP �u ncr 1 d6" 0 23% " EXISTING 24' RCP TO BE CONNECTED TO STRUCTURE 690. INV- 895.51 (TOWNEPOINTE DRY DETENTION OUTFALL) 36 RCP EX. 8" PVC INV - 892.0± 123' 0.23% 36 "RCP STORM SEWER PROFILE 353' 0.23% 36 "RCP Existing Grade New Grade Granular Backfill 55' 0.24% 36 "RCP NORMAE--POC ELEV= 893.10 H OR Z.: 1"=50'— SCALE: _ » VERT.. 1 -5 �iil vi z W 0 V U Uf W Cl- ° W 5 w L8 CD Gi O U5 U w° \o \ \o\\uullurrl►luu�� /i, /i \o .... T. ��P�sTERF No. 10000075 ?� STATE OF ,= // � 111111111 11111111 \ \ \\ DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: C DCC o STORM SEINER PLAN & PROFILE co N: \1238 \9003 \DWGS \C601- 602.DWG XREF: 1012- BS.DWG XREF: 9002- BS.DWG, 9003- BS.DWG XREF: STORM .DWG CD XREF: CA16.DWG SHEET NO.: � o w 0 aZ z oQ � z W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEINER PLAN & PROFILE DRAWING FILES: N: \1238 \9003 \DWGS \C601- 602.DWG XREF: 1012- BS.DWG XREF: 9002- BS.DWG, 9003- BS.DWG XREF: STORM .DWG XREF: TOWNPOINT.DWG XREF: CA16.DWG SHEET NO.: HOLEY MOLEY SAYS (a we TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 1 e c DON'T % p -- Sheet NDumber Description C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 4 Beehive Inlet Detail C803 2 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRap Detail @ End Section MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS IT'S THE LAW UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED CAL WORKING DAYS BEFORE YOU DIG PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE p2 1 -000 -382 -5544 NJ ITI e c DON'T 1-JE(a H O R Z.: 1 "=50' SCALE: »_ VERT.. 1 5 1. MP RARY TE 0 TRAFFIC CONTROL DURING CONSTRUCTION TO DIG CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN o COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER U SAFETY. N: \1238 \9003 \DWGS \C601- 602.DWG XREF: 1012— BS.DWG �--�� 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY XREF: CA16.DWG ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. E--, z 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS IT'S THE LAW UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED CAL WORKING DAYS BEFORE YOU DIG PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE p2 1 -000 -382 -5544 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE T CALL TOLL FREE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 . IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PER INDIANA STATE LAW IS -69 -1991. INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE IT IS AGAINST THE LAW TO EXCAVATE MORE STRINGENT REQUIREMENT SHALL GOVERN. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Q I 701 700 I701 700 \ \ C) I - �I �I i \ \ I I — — ° 0 I I 24 15 I \ 8 C� 16 I \ I I I o\ , I I I I \ 0 / 697 1 15 I lie I I F I / I r - 06 \ \ ( o I I I 7 \ \ � 07 26 688 I / CD I I I / / 689 1 \ / � 688 -Ui EE 5 706 I \ o o .. °• - I \ 5 695 0 I I = \ - - I 3 / 696 695 o 23 1 #?RZ5IDENT 702 _ - - 17 m 3 1 1 0 i 1. RF�IDENT 7oz 0 R 110 0 15' UE 57 �� o ° 24 16 I II � s I I i I STORM SEWER PLAN SCALE: 1 "=50' 920 920 ^ � z� W J 915 z �� � W .�� O CD 915 Uj w zQ zzcn U N O pj W J W N z (/7 Z W - N CO CO CD � - - Z W W �. N N �i �� i� - - - F - Z Cn N W ^ ^ ^^ � 00 � - — N z Z W Z (/7 Z O v" W � I--- > Uj CO CO r7 r7 z - - 0 J ^ W� O iii W - J _ _ t� W W ������ N N E J - t\ W Z V) Z Z W Z J _ _ X1:0 z CD i�� W N z N N � Cn t\ J Z- J _ L= ����� i z N Cn 1-- mot- O 00 CO Z ll) 00 Qi W L.C) �� m `.���`� O O U-5 O Z CV N Z N w r7 1`7 . N m `'' co O ai CO Z N N m v 910 910 > �i �i m �i�� z Z Q W � w w IY CN 1� ry dy�� m �J m �1 l�1 Mm t� �t N co O OMB O m `i�� � O W O ro _ r-- 00 �O�00 m � U OcO� CD =D U cON U coo c�OM000000� �Ic71�cOp00 U rn �ZZ�O �O � � w CO lC) U CD Z O ro C7) 00 O � CO N CO M 00 C7) C7) N � U C7) CO C7) 00 M CO O 00 E – 00 O0 CT p) O � a0 O 00��00 ON�00 CD =D CD co 00 00 Of 00 cy) ��DD �zZO (z) OO~ OfUZZZ O O� �O� z*zz 00 mm r` •00� �U >j rn —O O� OZZ� (/)► - - -- co 00E- �O� F- M - -O CD CT) H- rn0 cO 00 00 F- C F - CD O Cn — — O r4t: CD rnzZO rn —O ��ZZ �C.j> O OZ� C/�► =ZZ �U» BOZO CEO t/��ZZZ �U »> BOZO �Cj> 905 CCU »> Rf >; C/)F —z c/��ZZZ �Cj» �Cj> ��ZZZ Cn CCU» ~ _Z ~ 'ZZZ ��ZZ �� �� - -- ��zz ��z � -zz 905 - 900 900 - -- - �� ________ _ ___ -- ___ „P 0 0 , 1 895 128' 0.327 15 "RCP 110' 0.50 12 RC 29 » 27 12 »RCP 29' 29' 109' 0.50% 12 "RCP 0.50% 895 18 RCP _ — _—. ____ _. ___... _ _ _ _ _ _ _ . - -02 — - -- 18" MIN. SEPARATION ' 110' 0.70% fit ��� 18 MIN. SEPARATION 12" RCP 0.32 18 MIN. REQUIRED 0 ,30� gg' 0.60% 15 "RCP 0.30 12 RCP REQUIRED 0.32% 15 "RCP SEPARATION 12 RCP 12 RCP 8" WATERMAIN 15 "RCP REQUIRED 8" WATERMAIN 8" WATERMAIN 890 890 INV- 890.3f o O N 00 w I 885 c z 885 880 880 STORM SEWER PROFILE 1-JE(a H O R Z.: 1 "=50' SCALE: »_ VERT.. 1 5 Existing Grade DRAWN BY: j Granular Backfill New Grade z Ii1 M 0 V U H Ii1 0 W 5 w L6 r` 4 zr 0 U) C- 5; U W � pON T . \STERc No. 10000075 STATE OF V3' AL E- -,\\\. 1 1111111111111 U \ \ \\\� 000� 000M% 3/t4w� I t.45,`— L, DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: C DCC o STORM SEWER U DRAWING FILES: N: \1238 \9003 \DWGS \C601- 602.DWG XREF: 1012— BS.DWG XREF: 9002—BS-DWG, 9003—BS-DWG XREF: STORM .DWG XREF: CA16.DWG SHEET NO.: E--, z z Q z O � Q z 0 o w Q w � w � CZ W r— 1 1:4 r--I DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \9003 \DWGS \C601- 602.DWG XREF: 1012— BS.DWG XREF: 9002—BS-DWG, 9003—BS-DWG XREF: STORM .DWG XREF: CA16.DWG SHEET NO.: HOLEY MOLEY SAYS DON'T DIG BLINDIB "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLLFREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALLED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. ASSUMED NORTH SCALE: 1 11 =50 ' TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 110 IM10,411", 1 -1 11 Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer —W New Water Line Existing Water Line W I'W Ductile Iron Pipe Water Service Lateral P 1 012112 1 02NA'P1::A1z'W'j!!! � � � � � � � � � � � � IN, 00RAI-N-15"V55-1, 1. SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C703. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. ALL VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALKS, AND CURBS. 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE WATER MAIN. 6. BEDDING, HAUNCHING, AND IN111AL BACKFILL MATERIALS, PLACEMENT COMPACTION FOR WATER MAINS AND WATER SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICATION OVER THE INSTALLATION. 7. FINAL BACKFILL FOR WATER MAINS AND WATER SERVICE LATERALS UNDER AND WITHIN 5' AND UNDER PAVEMENT SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6-INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE BASE SUBBASE OF PAVEMENT SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 8. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTIUTY, THE MINIMUM COVER FROM THE TOP OF THE INSTAI I ED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0-. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. M M C> &i T. 4 - .... Y N o. 10000075 ';0- STATE OF 0 ...... *,Q3 10 /ON A L 0 vwmw� 000�% .3t4v� I t.5,ff'- L, DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2004) Schne'i'der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surve�ing Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/10/05 1238.9003 DRAM' BY- CIC5 DCC C5 WATER DISTRIBUTION r q cy'") N: \1 238\9003\DWGS\C70l.DWG U XREF-. 9002-BS.DWG, 9003-BS.DWG XREF: CA18.DWG, CA15.DWG, CA16.DWG, CA19.DWG SHEET NO.: (C7(0)n E--4 Q) 0 c) prq CIO r ?----i DATE: PROJECT NO.: 6/10/05 1238.9003 DRAM' BY- CHECKED BY: DCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: N: \1 238\9003\DWGS\C70l.DWG XREF. 1012-BS.DWG XREF-. 9002-BS.DWG, 9003-BS.DWG XREF: CA18.DWG, CA15.DWG, CA16.DWG, CA19.DWG SHEET NO.: (C7(0)n 1. SCOPE OF WORK: A. The work required under this section includes all cold water distribution lines, valves, hydrants, and related items including excavating and backfilling necessary to complete the work shown on the drawings. The ends of water service lines shall be tightly plugged or capped at the terminal points pending the connecting to all such lines of the building piping as specified in the plumbing specifications and architectural drawings. 2. MATERIALS: A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe to be cement lines per AWWA C -104. B. Copper Tubing: Shall be seamless, "K" copper tubing complying with Federal Specification WW —T -799. Fittings shall be wrought copper with compression fitttings or cast bronze. C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. D. Valves: All valves and stops shall have ends suited or adapters shall be provided for the proper installation in the lines in which they are located. Valves shall meet local standards or in the absence of such standards, the following requirements: 1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves conforming to AWWA Specification C -500. They shall open in the some direction as those used in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. 2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with T heads. Furnish two (2) keys. E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the following requirements: 1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5 -1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar pitch varnish. Furnish two (2) keys for bolt in lids. F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation (H -10283 or H- 10291), or equal. H. Angle Valves: Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bag over the valve. I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by topped tee or tapping saddle. Water service lines should be marked on curbs with a stamped "W ", placed while pouring curbs. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations. Contractor shall furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 ". E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench may be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. Final backfill shall be B— borrow (INDOT spec) compacted in 6" max lifts to not less than 95% standard proctor. 6" below aggregate subbase of pavement shall be #53 stone (INDOT spec) compacted to not less than 95% standard proctor. shall meet or exceed requirements of jurisdictional authority if more stringent. Be sure the backfill is free from large stones, roots or frozen clogs. Take care not to disturb pipe. Trenches parallel to and within 10 feet of paved roadways shall be constructed the same. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system until the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. I. If a horizontal distance of 10 feet cannot be maintained between the water line and and a sanitary sewer line, one of the following shall be done. a. Water line laid in a separate trench and 18" above sewer. b. Water line laid in some trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. J. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans on in the field before work is started or resumed. K. New Water Main Construction: Contractor to record dimension of each water stub and valves from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and "Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. Pipe Tracing Tape A. All pipe shall be traced with "Terra Tape" by Reef Industries, Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape shall be "Detectable" type imprinted with "Caution Buried Water Line Below ". Gate Valves A. All gate valves shall be iron body, bronze mounted, double disc, parallel seat type gate valves, conforming to AWWA Standard Specifications C500. They shall open in a counter clockwise direction. Valves placed in a valve box shall terminate in 2 inch square operating nut and have non — rising stems. One valve wrench shall be supplied to the Owner for this project. Gate valves shall be as mode by Kennedy Valve Manufacturing Co., Inc., Elmira, New York, Mueller or equal. Valve Boxes A. Valve boxes shall be a three —piece cast iron type (base, center section, and sliding type adjustable extension) together with a "stay —put" cover marked "WATER ". The base shall be of the size recommended by the manufacturer for the size valve with which it is to be used. Wall thickness of the base and vertical sections shall not be less than 3/16 inch, and each valve box shall have a minimum shaft diameter of 5 -1/4 inches. E MECHA THIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL B— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO )T LESS THAN 95% STANDARD PROCTOR. 6" BELOW 37GREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE JDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD DOCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF RISDICTIONAL AUTHORITY IF MORE STRINGENT. ",.,H JOINT. PIPE TO REST ON FIRM EARTH TYPICAL WATER MAIN- INSTALLATION IVE & VALVE S UNDER PRESSURE CONNECTION TO EXISTING MAIN OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' do 11 1/4' BENDS. PLAN STRAP IRON ANCHORS 2" WIDE x 1/2' THICK 3/4"x18" LF- . ANCHOR BOLTS (4 REO'D) 5" DIAM. WASHER, 1" THICK ANCHOR BLOCK TO BE OF CLASS "B" CONCRETE DOWNWARD BEND 'C" OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' & 45' BENDS. PLAN 4" MIN. 5-2 2 i4 Q f d OUTSIDE FACE AREA AS NOTED IN TABLE. SECTION "C —C" SET TOP FLU`'" " ^T • n►nc i ern ..... POSI —CAP OR EQUIVALENT INSTALLED ON ALL VALVES ALVE BOX GATE VALVE AND BOX I- Ell I - III - III - III -III I "C" OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES do WYES. - FOR PLUGS. PLAN SECTION "D —D" NOTE: ALL CONCRETE BLOCKING TO CONSIST OF CLASS "B" CONCRETE POURED AGAINST FIRM GROUND. BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE OUTSIDE FACE AREA SO. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SQ. FT.) PLUG 90' BEND 45" BEND 22 1/2- 11 1/4- 20" 16 25 14 7 4 1 20" OR 16" 16" 12 12 7 16" 12 16 9 5 3 1 12" 7 9 5 3 2 Of Bend 6" 10" 4 7 4 2 1 12" OR LESS 1" 7 8" 3 5 3 2 1 1" 80' 95' 4 6" 2 3 2 1 1 6 " 4" 2 3 2 1 1 4° 11' DETAIL - CONCRETE BLOCKING Ih T\ ff-% 1 01 • 1 1 1 TI 1 1 T% / 01%r -% r\ • C7 C .. ',•. � Imo. � d : �. �� `! . O 4 O v. p.a •- • 1 -a u C�i � R C O yi •O + I T1 O O 6 4 ,� F I.0 + + C �. L W u Cv - - u - o _ as D e •. v 'g. •a v V o. a CD v o. -a. c ttpp + O O 0 + p a 0 CD 0 : v- a' d - .AOUI d > a a r ti y �_ m 1. U Ao �� 6 u BLUE REFLECTOR -FIRE HYDRANT MARKER DETAIL Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. Existing Water Mcin Tapping Sleeve -� Varies Bend As Required Note: All Joints Shall Be Restrained Except In Run Of Tee. Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. v h New Pipe Shall Be Installed Under The Existing Water Main New Water Main Curb Box Wi th Co ver A� See Trench Detail For Backfill Requirements Existing Water Main vvvvvvvvvvv vvvvvvvvvv - 12" Min. j vvvvvvvvvvv vvvvvvvvvv vvvvvvvvvvv vvv ° ° ° ° New Water Main vvv vvv vvv vvv v vvv vvvv vvvv vvvv / VV vvvvvv Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02, Size No. 8 1b h i Curb Stop Concrete Block Corporation Stop Mueller H- 15008, Or Equal Water Main Double Strap Service Saddle 'k Length — Varies 1 ' _�- (Verify) Copper Service Line * Service Saddle Must Be Omitted For Sel-vices I" And Smaller And Direct Tops Made To Ductile Iron Pipe, Class 350 Or Greater: (Verify With Owner For Pressure Class DIP.) J`_0 " 6 "Valve Box Min. v �1- 6" Gate Valve 4 s �d Tee — M. J. 4 4 X X _ X X Hydrant Assemb i Restrained Length And Fittings As Required Notes: I. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45" Angle Upwards And Connected To 6" 45" Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. 3. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Department 4. All valves must include Posi —Cap or equivalent .0 v i 0 NOTE - 1) 1" Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Top Shall Be Installed With A Min. Horz. Seperation Of 24 4) 2 inch tops and smaller shall not be installed within 18 inches of machanical joints and bells. Mueller Centurion A -423, Or Equal Painted 'Safety Yellow" J 4 V4 1 ' -0" Min. PRESSURE PIPE JOINT RESTRAINT TABLE 4 Bedding Material Conforming To 4 4 INDOT 90J. 02, Size No. 8 X One 8'x8 "x16" Solid Length Of Pipe To Be Restrained N: \1238 \9003 \DWGS \C702.DWG Class'B" Concrete (C7(0 Base On Undisturbed O ground. In Each Direction From 114 Of Bend 0 W Based On 150 PSI Test Pressure Degree O F--Il Of Bend 6" 8" 10" 12 14 16" 18" 20 24" 30" 90, Tees 27' 35' 42' 50' 58' � 65 73' 80' 95' 115' & Plugs I� 45' 7' 9' 11' 13' 15' 17' 19' 21 24' 29' 22 -112' 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11 -1/4' 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. Existing Water Mcin Tapping Sleeve -� Varies Bend As Required Note: All Joints Shall Be Restrained Except In Run Of Tee. Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. v h New Pipe Shall Be Installed Under The Existing Water Main New Water Main Curb Box Wi th Co ver A� See Trench Detail For Backfill Requirements Existing Water Main vvvvvvvvvvv vvvvvvvvvv - 12" Min. j vvvvvvvvvvv vvvvvvvvvv vvvvvvvvvvv vvv ° ° ° ° New Water Main vvv vvv vvv vvv v vvv vvvv vvvv vvvv / VV vvvvvv Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02, Size No. 8 1b h i Curb Stop Concrete Block Corporation Stop Mueller H- 15008, Or Equal Water Main Double Strap Service Saddle 'k Length — Varies 1 ' _�- (Verify) Copper Service Line * Service Saddle Must Be Omitted For Sel-vices I" And Smaller And Direct Tops Made To Ductile Iron Pipe, Class 350 Or Greater: (Verify With Owner For Pressure Class DIP.) J`_0 " 6 "Valve Box Min. v �1- 6" Gate Valve 4 s �d Tee — M. J. 4 4 X X _ X X Hydrant Assemb i Restrained Length And Fittings As Required Notes: I. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45" Angle Upwards And Connected To 6" 45" Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. 3. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Department 4. All valves must include Posi —Cap or equivalent .0 v i 0 NOTE - 1) 1" Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Top Shall Be Installed With A Min. Horz. Seperation Of 24 4) 2 inch tops and smaller shall not be installed within 18 inches of machanical joints and bells. Mueller Centurion A -423, Or Equal Painted 'Safety Yellow" J 4 V4 1 ' -0" Min. 4 1238.9003 4 Bedding Material Conforming To 4 4 INDOT 90J. 02, Size No. 8 X One 8'x8 "x16" Solid AND SPECIFICATIONS Conc. Block Or 6';Vin. N: \1238 \9003 \DWGS \C702.DWG Class'B" Concrete (C7(0 Base On Undisturbed O ground. 5. Hydrant Valves must be restrained to the tee with either all thread, or an anchoring tee. r✓i z 0 LIJ \STERN a �. � O .F No. 10000075 STATE OF /I411111rl1lill% womm DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) 2. Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CI DCC O WATER DETAILS AND SPECIFICATIONS DRAWING FILES: N: \1238 \9003 \DWGS \C702.DWG SHEET NO.: (C7(0 --F= —� O Z 0 W �1� O F--Il w Q _<4 :�4 Q) U � w � CC5 w I� DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DETAILS AND SPECIFICATIONS DRAWING FILES: N: \1238 \9003 \DWGS \C702.DWG SHEET NO.: (C7(0 2"x4" POST NOTE: TEMP. EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. d......p.......a.... 0.O o.0 o•O o•O 0° 0 0° 0. 13° 0. 0° 0 0. 00 0. 00 0. 00 o• O O° 0 • O° o • O° o • O° o 0-0,30-000-000-0 0° 0• 000. O° 0 - O° o p.0 °0.0 °o -0 °0 -0 O° 0.0"o-000.0 ° 0 0'13 00.0 C, ° °0.0 SSD MAIN O° o • O° 0 • O° o • 00 o 0.13° 0.13° 0.13° 0 • DOUBLE WALL O° 0 000-00010 0 o• 0° 0. 0° 0. 0° 0. 0 4000 ' 0° ° 0 O ° 0 • • O ° o 0-Do � 0 • O o °o, ° 0-000 ° 6 "x 6"x 4" TEE "STREET" SSD CON ECTI ON S 1 TO INDIVIDUAL LOTS c801 N OTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF CARMEL STREET DEPARTMENT BEFORE ANY WORK IN R/W IS TO BEGIN. A PRECONSTRUCTION MEETING SHALL BE SCHEDULED TO REVIEW DEPARTMENTS CONSTRUCTION REQUIREMENTS. STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTORS AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN CITY RIGHT OF WAY. 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 Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 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 (10mm) deep. CURB STAMP 12 C801 NO SCALE Ecrtt'; Cr Sic4ewolk urfcce Con-re'e Curb Or Curb a I I t I i it3 Washed Aggregctp �%/���c��a^: oJyc rcro l v� . t 70 3^ C', PIPE UNDERDRAIN,���� �E DOUBLE WALL F.Rin, !.tili. 1' -2•` !.4in. PIPE UNDERDRAIN (Typical Instollatians) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 900.17 OF STANDARD SPC',IrICATTONSS. INSIALLA.TION REQUIRED: FOTH SIDE'S Or PAVEMENT WHEME REQUIRED BY THE E��GINEER CITY OF CARMEL STANDARDS SU85URFACE DP.AIN REViSrD�_ - F"^ iii . J R 1/2" PREFORMED JOINT FILLER REQUIRED FOR CONCRETE DRIVES ONLY -\ I nlr+l IT rnE- kArA V I Inlc CURB TRANSITION / \ CURB TRANSITION 1. CROSS HATCHED AREAS SHALL BE EITHER 6" PLAIN CONCRETE OR 1" BITUMINOUS SURFACE ON 2" BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE OR 1" BITUMINOUS SURFACE ON 4" BITUMINOUS COATED AGGREGATE BASE WITH 5D STONE, EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE ROADWAY. 2. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 3. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. RESIDENTIAL DRIVEWAY DETAIL 3 (D.O.T. # 16 -01) 111 11 K�l3 C801 o o�o o O v 0 o p 0° 0° p v o p -0 ° O 0° O° O 00 ° p 00 ° p 00 ° p 00 ° p 00 p 00 ° p 00 a 0 00 o p 0 0 C 00 0 0 0 0 0 0 o p 0 0 ° 0 0 0 ° p° p 0 0 ° 0 0 0 ° 0 0 0 ° 0 0 0 0 ° p o 0 ° 0 0 0 ° 0 0 0 0 0 0 0 0 o p 00 ° 0 0 0 ° 0 00 0 Ll" #11 HAC SURFACE 2" #8 HAC BINDER 5" #53 STONE ASPHALT PATH SECTION 7 C801 24" Top Sal --- -- -..- Compacted 4 Eeckfill --- \� �%1 c '`° " C1oss "A" Concrete. i. LO Compacted Subgrode or Aggregate Ease 24 1. NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: 1 3�" = CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) FZ EVIL Sr0� ---- RCURE . 10 -12 STD 2' CHAIR BACK CURB 8" 8" 8" 'e... (.D: PAVEMENT T i SECTION CD SECTION "A- A" VALLEY GUTTER AND S 3" OF TOPSOIL 1 6" 11' 1 '. 4' d 1/4" PER FOOT MIN �IlgllgllallbllC 5' WALK PIPE UNDERDRAIN (TYP) SEE DETAIL 8 C801 -D 2' CHAIR BACK CURB PAVEMENT SECTION CURB) v 24" 6" 18" III, 1 "R 3/4" 4 BACKFILL - cD .4.. 4 M 24" COMPACTED SUBGRADE COMBINED CONCRETE CURB 11 AND GUTTER TYPE jl�c801 50' RIGHT OF WAY 28' FACE TO FACE 14' 14' 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB- SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN 1.5" #11 HAC SURFACE 2" #8 HMA BINDER 3" #51D HAC BASE 7" #53 COMPACTED STONE BASE *PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 STREET CROSS SECTION A -A 1 NOTE: ALL PAVING MUST BE COMPLETED IN C801 ONE PAVING SEASON. 32' RIGHT OF WAY 20' FACE TO FACE 10' 1 10' 11' 6' 4' 11' 1/4" PER FOOT MIN 5' WALK `-PIPE UNDERDRAIN (TYP) SEE DETAIL 6" CHAIR BACK CURB 6" CHAIR BACK CURB PROFILE GRADE I SLOPE 1/4" PER FOOT MIN ,e °,e °•.e .e •..e .e e. o •o • :e.e :o.e ::e. •- ::o..e•o•e .,4•` •e 0•o O a •e • •O.e-O.o•-°•O-O.O- y 7AE., 0 0.0 0.o- °O•o• °. •o -1.5" #11 HA2" HAC L;1j 3" #5D 7" #53 COMPACTED SOE AL EYEBROW DRIVE SECTION- 8 r2 TYPI C C801 NOTE: ALL PAVING MUST BE COMPLETED IN ONE PAVING SEASON. 100' /- TOP OF CURB �1tL11_l1� TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT J � TRANSVERSE CONTRACTION JOINTS J (20' MAX. SPACING) CURB JOINT DETAIL e 4' -0" MIN. TOP SOIL MIN 3 "�': =:.4 �SIDEwALK; is _•_• 'i'.. I I Li z z Lli 12fW Z 0 of LL D= U Ld Uj --F-� o o� iZ o I Of Cy- > dz �0 > Z 6' -0" BETWEEN z Q O Q TRANSVERSE JOINTS PREPARED SUBGRADE R/W LINE � 48' -0" BETWEEN EXPANSION JOINTS MAX. TYPICAL SIDEWALK SECTION r NOT TO SCALE K." 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. CONCRETE SIDEWALK SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE NOT To SCALE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES SIDEWALK WIDTH. SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE A MINIMUM THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. K�5 SIDEWALK DETAIL �oi 6P-09P N .0••Qf "• ,' "/ D• Q.�L. ^�p"y r : �• < I ' T* - X • . [",III LLJ �.af'.�: �= a: A Ld 1:10 4' -0„ 1:10 SLOPE SLOPE PLAN VIEW 6)-09t MAX. 1:12 PAVEMENT . 000 I o 2' CONC. ROLL CURB SECTION A- A WHEELCHAIR RAMP DETAIL C801 U �r U Q R, W 0 V) 5 Lam, U0 O 0 ^ z >m Uj a�a��1u11uu►miu��i�ii 0��� SON T P�G \STE,4� No. 10000075 -A- STATE OF % /SS/ONAL �i�uirmtnmma���� DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2004) n THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.56 9.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Cz O cyo), U --F-� o z Q O Q cu Ito U �' w ct W r I "SELF- SEALING" APPLICATION MANHOLE BASE TO BE SET ON KENT SEAL OR� EQUAL. _T INFI- SHIELD "UNI BAND" OR EQUAL MATERIAL. 1/4" ±1/16" MIN. THICKNESS FROM 2" BELOW TOP OF CONE TO 2" OVER FLANGE PER a SPECIFICATIONS. CONCRETE PIPE DIA. 4 PIPE DIA. _ VARIES r � • WYE WA A • < • . 45' BEND 4 0 • N < DROP PIPE ° ' CONCRETE ENCASEMENT = • ° •. (2,500 P.S -I.) • •� • ENLARGE FOOTING FOR DROP PIPE. a a.'.a......... �... 3 a . a..... a..a ......a .MIN +_1 NEENAH R- 1642 -A w /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" MACHINE BEARING SURFACE FINISHED GRADE 24" DIA D PRECAST CONCRETE ADJUSTER RINGS 4" MIN -12" MAX (SEE DETAIL) ECCENTRIC CONE SECTION NOTE a MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 48" OR 60" DIA SEE SECTION 5.04K DPW SPECS a D . . . . . . ... 'a. 0 -RING GASKET BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) PIPE TO MANHOLE GASKET MEETING ASTM C -443 SHALL BE CAST INTO MANHOLE SECTION AT THE TIME OF MANUFACTURING. GASKET SHALL BE DESIGNED TO WITHSTAND UP TO 30" OF WATER PRESSURE MIN. 1/2" PER FOOT SLOPE PRECAST CONCRETE SECTIONS #4 REBAR 0 12" O.C. -B.W. " MIN 6" 6--- -I BEDDING: MATERIAL 6" #8 CRUSHED STONE MINIMUM FLOW CHANNELS -THE FLOW CHANNELS WITHIN MANHOLES SHALL BE AN INTEGRAL PART OF THE PRECAST BASE. THE CHANNELS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF THE FLOW THROUGH THE MANHOLE. THE BENCH WALL SHALL BE FORMED TO THE CROWN OF THE INLET AND OUTLET PIPES TO FORM A "U" SHAPED CHANNEL. THE BENCH WALL SHALL SLOPE BACK FROM THE CROWN AT 1/2" PER FOOT TO THE MANHOLE WALL. PRECAST REINFORCED CONCRETE DROP MANHOLE NOTE: MANHOLE SHALL INCLUDE STEPS. 8 MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING CSO2 OR AN APPROVED NON- CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8" MIN. DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON - COATED CAST IRON STEPS ARE NOT ACCEPTABLE. STEPS SHALL BE A MAXIMUM OF 24" FROM TOP, 24" FROM BOTTOM AND 16" SPACING BETWEEN. STEP TO MANHOLE INTERFACE SHALL S O I LJ PLACEMENT 1/2 TRENCH DEPTH MIN. F=- a_ LiJ U Z w 12" MIN. WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 4 4 BEDDING No SPRING LINE OF PIPE FINISH GRADE mix a INFI- SHIELD "UNIBAND "--�' OR APPROVED EQUAL SEAL o PER SPECIFICATIONS NEENAH R- 1642 -A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" 2' -0" DIA. PRECAST CONC. RINGS Iq C. TAPERED CONE SECTION 2:0 00 .a w PRECAST CONCF zz z ? °' SECTIONS Hz ,5 U- w� w_j� n o Q ow w a o u 4 (16" MAX.) Qw M I=_<NO BUTYL RUBBER COATING AS PER SPECIFICATION O.D. OF PIPE � FOUNDATION 6" MIN. ` (REQUIRED IN UNSTABLE SOIL) (MIN.) (MIN.) r5 SANITARY TRENCH &PIPE EMBEDMENT DETAIL Aso NORMAL GRADE - 1 /4" PER FOOT MIN.-1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90' 30• -\ MIN 45• MAX. ISOMETRIC PLAN LONG RADIUS SECTION A- A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER e cwz COVER & SEAL * BELL HOLES SHALL BE PROVIDED I I I AND THE TRENCH PREPARED SO I I USE 6" SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY I I OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS I I I LENGTH. I I I I I I APPROX 90' I I I I I I LONG RADIUS CURVE DIAMETER AS - - - -- - - - - -J Z- --- - - - - -- - - - - - -- SPECIFIED ON PLANS A I I I ---------- - - - - -I --- - - - - -- - - - - -- * SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL r7 c8o2 PRECAST BASE '0 COI MANHOLE STEPS 4' -0" DIA. FILL WITH F.-A , CONCRETE PLAN '..'.' . 'd.'.'.'.'.'.'.'.''......C'... '.'.'.'.'. a ...... .. #4 12" EA. WAY ........... ........ ..a . . ...... ..... . d 4.. ... .... . . . . . ... ..... . . . ° °o . . ..° 4• . O° c C o° c °• Oo ° ° . c ° ° p ° ° p ° ° • o ° ° • o ° ° • o "° • o ° ° • o ° ° p '. ° o• C° °•o °°•o° °•o° °•o° °•o °°•o °°•o °°•o - --6" MIN. NO. 8 CRUSHED STONE '°°°. O° °'O° °•O° °'O °°•° °°'° °°.° °°'°°° REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A -A SANITARY MANHOLE DETAIL CARMEL C802 NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 PLACE 1/2" DIA PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW / PRECAST CONCRETE / ADJUSTING RING OR FLANGE OF CASTING ........'.,..'.... rNOMINAL�2" BUM RUBBER 24" 1. E. b"��t BASE EX �I RUDABLE PREFORMED GASKET MATERIAL (TYP 34 "O.D. SEE DPW SPECS. GASKET DETAIL SECTION A —A 63' 4 " -12" 1 /2" ADJUSTING RING DETAIL (FIGURE 5 -4B) �Z �\\4 V V✓ 2500 psi CONCRETE BOTTOM OF TRENCH W Perspective View -earth cut away \ © To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE C80z SANITARY OR STORM SEWER —�� TYPICAL UTILITY CROSSING e CB02 Z O V) w ZZ No. 10000075 STATE OF SS�4NAL 71,// / / 111111 31u��4 1 DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: O DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C802.DWG O E4 O v J d _4 .2-4 Q O Q E1 tx CZ W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C802.DWG 0 PIPE Q w x CULVERT I I NOTES 1. GEOTEXTILE TO BE POLYFELT TS700 OR APPROVED EQUAL. PIPE Q � w CULVERT Q La OR TO EDGE OF SAFETY LEDGE GREATER THAN 5' FROM PAVEMENT: 0o FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF 0o ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD °O OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX OO LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. 1/2 TRENCH Mi STRAIGHT CURB & GUTTER DEPTH MIN GRADE NEENAH TYPE CASTING z T C NO. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT END SECTION LEE STR ABOV�L RIPRAP & GEOTEXTILEJ UNDER END SECTION TOE ANCHOR CROSS SECTION RIPRAP & GEOTEXTILE (SEE NOTES) F--THICKNESS RIPRAP DETAIL @ END SECTION RIP -RAP GRADATION TABLE SIZE OF STONE % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 0.1K 90 WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d 50 9 C803 SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL Storm Structure Data Table :.�.o:. OPENING 7.QD 'o NOTE: . D. . D • .D. • .... AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. I I I I STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL C 03 9„ Y oil I " Q I R2 ° V) I I w o I - - N Qi I I, Y PLAN VIEW Grooved end on outlet end tongue end on inlet end D I C B= D -C 3� � \COpF - - - - - -- 4 I PIPE CULVERT I I COMPUTED LENGTH OF CULVERT �I PAY LENGTH END SECTION OF CULVERT LENGTH (D) SLOPE DETAIL 1 1/2"r ! A Q I o Q Q 0 9» 3" O I Groove (or tongue) to iv be the some as on standard 6;: reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE �► LONGITUDINAL SECTION 12 "CtoC MAX.SPACING SOIL w PLACEMENT ° U z w 1' 14' WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 1' 4'� FINAL BACKFILL BEDDING Aor 12" MIN.- B- BORROW 1. D. BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" LIFTS MAX TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING AREA -BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- J \ (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12" `12" No. 8 STONE STORM SEWER- TRENCH Bc PIPE EMBEDMENT DETAIL RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS 1 1/2"r HOOK BOLTS Q o CLASS 'A' CONCRETE E +2T _I f SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) A C D E K Rl R_ APPROX. WEIGHT 12 » 2 5 41-3" 6'-2" 2'-0" 1.3 10 1/8" 9 800 15" 2 1 /4" 7" 4' -0" 6' -3" 2' -6" 1.5 12 1/2" 11' 1,100 18" 2 1/2" 11 4' -1" 6' -2" 3' -0" 1.8 15 1/2" 12" 1,300 21" 23/4" 11" 3' -6" 6' -3" S -6" 2.1 16 1/8" 13" 1,500 24" 3" 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/16"1 " 14 ' 1,800 27" 3 1/4" 1' -1 " 2' -5" 6' -3" 4' -6" 2.6 18 1/2" 14 1/2" 2,100 30 " 3 1 /2 1 -2 1 -10 6 -3 " ' " 5 -0 2.9 18 3 16 / 15 2,400 33 " 3 3/4" ' 1 -3 3 -6 ' " 8 -3 5' -6" 3.1 18 1 2" / 17 1 /2 " 4,100 36" 4" 1' -5" 3' -1" 8' -3" 6'-0" 3.4 23 3/4" 20" 4,200 TOLERANCE +/- 1" PRECAST CONCRETE END SECTION (`_8� STR.# T. C. INV. IN INV. OUT DEPTH STR. SIZE STR. TYPE CASTING TYPE PIPE SIZE DIRECTION IN OUT IN OUT 685 893.10 END CONCRETE END SECTION END 36" OPENING SW 00 686 898.60 893.24 893.24 2.03 60" BEEHIVE INLET R -4342 36" 36" S NE 687 901.50 894.05 894.05 4.12 60" BEEHIVE INLET R -4342 36" 36" S N 688 901.90 894.33 894.33 4.24 60" STORM MANHOLE R- 1 772 -A r' 36„ 36" N 894.43 15 E 689 900.10 894.76 894.76 2.01 60" BEEHIVE INLET R -4342 30 �" 36" N 18 „ E 690 899.90 895.14 895.14 1.70 48" BEEHIVE INLET R -4342 15" 30" S N 690A 899.50 895.59 895.59 2.47 48" BEEHIVE INLET R -4342 15" 15" S N 691 899.10 895.68 1.98 24 "X24" BEEHIVE INLET R -4343 15" N 695 900.85 895.02 895.02 2.72 48" CURB INLET R -3010 1 2 i' 15" NE NW 896.96 „ 12 S 696 902.70 895.79 895.79 5.13 48" STORM MANHOLE R- 1772 -A 01 12 12" NE SW 896.40 12 „ NW 697 900.45 896.26 896.26 3.02 24 11X24" CURB INLET R -3010 12" 12" NE SW 698 900.45 896.35 2.93 24 "X24" CURB INLET R -3010 12" SW 700 901.19 896.95 896.95 3.07 24 "X24" CURB INLET R -3010 12" 12" NW S E 701 901.19 897.09 2.93 24 "X24" CURB INLET R -3010 12" SE 702 900.85 896.75 2.93 24 11X24" CURB INLET R -3010 12" N 705 901.26 896.16 896.16 3.39 48" CURB ! N LET R -3010 15" 18" E W 706 901.26 896.25 896.25 3.57 48" CURB INLET R -3010 15" 15" NE W 706A 901.80 896.34 896.34 4.02 48" STORM MANHOLE R- 1772 -A 15" 15" E SW 707 901.30 896.75 896.75 3.11 48" BEEHIVE ! N LET R -4342 12" 15" S E W 1 C803 STORM MANHOLE NEENAH TYPE CASTING No. 1772-A GRADE T. C. "DUMP NO WASTE- DRAINS TO WATERWAY' . ... .... a... o.Q ......o....�... Q.... STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL 2 C803 Pow- GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R-4342 T. C. "DUMP NO WASTE- DRAINS TO WATERWAY" DD. p . ... OPENING :o o o � � �.o. OPENING . ... .... a... o.Q ......o....�... Q.... STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL 2 C803 Pow- GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R-4342 T. C. "DUMP NO WASTE- DRAINS TO WATERWAY" 4" MIN RISER RING a ..Q ....' d'.'. °. o- d..4 .... V, .... P...Q... .........0... �.. STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. BEEHIVE INLET DETAIL- 4 C803 0.5 z 0 Cn w C11- 4 T. No. 10000075 STATE OF DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, W W..OUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O o � � �.o. OPENING :Q 4 00 Q Z oQ R� 4" MIN RISER RING a ..Q ....' d'.'. °. o- d..4 .... V, .... P...Q... .........0... �.. STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. BEEHIVE INLET DETAIL- 4 C803 0.5 z 0 Cn w C11- 4 T. No. 10000075 STATE OF DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, W W..OUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O o � � W Q Z oQ R� Ei d 4� U �0 W STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: 23 lot single family subdivision. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached Secondary Plat and N01 Letter. Latitude: 39'58'59 "N Longitude: 86'12'05 "W A6 Location of all lots and proposed site improvements: See Development Plan Sheet C101. A? 14 Digit Hydrologic Unit Code: 05120201090060 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: The storm sewers are routed through two detention ponds prior to discharging into Elliot Creek. Elliot Creek flows southeasterly. See Site Development Plan Sheet C101 for more detail. A10 Elliot Creek is located southeast of the site. See Site Development Plan Sheet C101 for more detail. All Receiving Waters: Elliot Creek Al2 Identification of potential discharges to groundwater. none. A13 100 Year Floodplains, Floodways and Flood Fringes: none. 414 Pre- Construction and Post Construction Peak Discharge: 10 year Pre - Construction Peak Discharge = See previously submitted Village of WestClay Section 10012 Pre - Construction Stormwater Pollution Prevention Plan. 10 year Post Construction Peak Discharge = See previously submitted Village of WestClay Section 10012 Pre - Construction Stormwater Pollution Prevention Plan. A15 Adjacent Land Use: North: Single Family Residential - Village of WestClay Section 9002 South: Single Family Residential - Village of WestClay Section 10012 East: Single Family Residential - Village of WestClay Section 9002 West: Single Famlily Residential A16 Locations and approximate boundaries of all disturbed areas: See Sheet C102 for locations. A7/ Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan - Sheet C102. A18 Soils Map including descriptions and limitations: See sheet C805 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Development Plan Sheets C101 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: None. A21 Locations of Soil Stockpiles: Stockpile areas shall be located as for away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located closer than 15 feet from property line. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography. See Site Development Plan Sheet C101 for existing site topography. A23 Proposed final topography. See Site Development Plan Sheet C101 for site grading and drainage patterns. Hl Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. 82 Sequencing of stormwater quality implementation relative to land disturbance activities: This plan has been created in an effort to eliminate sediment from leaving the Village of WestClay Sectior 9003 project during construction protecting the adjoining properties and Elliot Creek. The Pre - Construction Stormwater Pollution Plan and Pre - Construction Sequencing for the Village of WestClay Section 9003 were previously submitted with the Village of WestClay Section 10012. See Sheets C103 -C104 regarding Pre - Construction Stormwater Prevention Pollution and Sheet C804 regarding Pre - Construction Sequencing; all items must be completed prior to the start of the construction activities listed below. The Temporary Sediment Basins) must be constructed prior to any earthmoving. It shall remain in place until final grading of the associated area commences. CONSTRUCTION ACTIVITIES: 1. Once erosion and sediment control measures are in place, begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for more than 15 days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, etc..) immediately. 2. After completion of mass grading, final grade and seed landscape berms, common areas and swales immediately after grading is completed. 3. Upon completion of mass grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. Install riprop upon completion of end section installation. 4. Upon completion of sewer installation and inlet protection, proceed with street construction. 5. Liming of streets should be done prior to the installation of storm sewers to prevent the transmission of lime dust to ponds or receiving waters. 6. Once pavement and curbs are in place, install curb inlet sediment barriers. 7. Once inlet protection is in place, final grade all areas. Upon completion of all grading, verify depth of pond per plan requirement, dredge as needed. 8. Re -seed any areas that were disturbed during the construction process. B3 Stable construction entrance location(s) and specifications: See Stormwater Pollution Prevention Plan Sheet C102 for location and Sheet C805 for construction entrance details and specifications. B4 Sediment con.rol measures for sheet flow area See stormwater Pollution Prevention Plan Sheet C102 for locations of sediment control measures and Sheet C805 for construction details and specifications. B5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C102 for locations of sediment control measures and Sheet C805 for construction details and specifications. B6 Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of inlet protection measures and Sheet C805 for construction details and specifications. H7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C102 for locations of runoff control measures and Sheet C805 for construction details and specifications. B8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of stormwater outlet control measures and Sheet C805 for construction details and specifications. 89 Grade stabilization structure locations and specifications: See stormwater Pollution Prevention Plan Sheet C102 for locations of grade stabilization control measures and Sheet C805 for construction details and specifications. B10 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of various stormwater quality measures and Sheet C805 for construction details and specifications. 811 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C102 for locations of temporary surface stabilization measures and Sheet C805 for construction details and specifications. 812 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of permanent surface stabilization measures and Sheet C805 for construction details and specifications. 813 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, point, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge : Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Novicg_able Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water. Elliot Creek 2. Drainage System: All storm drainage leaves the development site by swoles and closed storm systems which discharges into Elliot Creek which flows southeasterly. 3. Possible Spill Sources (During and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office 317 - 233 -7745 Toll Free 800 - 233 -7745 Also the National Response Center at 800- 424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel C.) Notify the City of Carmel Fire Department Phone: 9 -1 -1 d.) Notify the City of Carmel Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Deportment of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. B14 Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dam Maintenance Reauirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has ;,een stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Reauirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced rip -rop, being careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Reauirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm ev,:nt 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextle fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextle fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Re uirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket 2. If any areas) shows erosion, pull back that portion of the blanket covering it, re- seed the area and relay and staple the blanket. 3. After vegetative establishment check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Sheet C803 for Construction details and specifications for erosion & sediment control on individual building lots. Cl Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Post construction water quality BMP's are to be installed during normal construction activies of this project defined within construction documents. A. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. B. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lake(s) or storm sewer system. C. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. D. Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the homeowner buys and thereby accepts responsibility for the individual lot. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of 1. Reducing or eliminating post - project runoff. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Typical stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) include: a. Dention/Retention - Detain stormwater rinoff an extended period of time to allow pollutants that are suspended to settle out. b. Reducing Runoff or Direct runoff from impervious areas - Reduction in volume of runoff potentially carrying suspended solids and pollutants. c. Vegetated strips and /or swales - Biological and chemical processes in soils and vegetation to filter out pollutants. d. Permanent erosion control seeding and plantings - Biological and chemical processes in soils and vegetation to filter out pollutants. e. Outlet protection & velocity dissipation devices - Prevent surface erosion resulting in decreased suspended solids and preserving established downstream vegetative cover. f. Rock slope protection - Prevent surface erosion resulting in decreased suspended solids. g. Mulching - Prevent surface erosion resulting in decreased suspended solids. It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C102 for locations of permanent stormwater quality measures and Sheet C805 construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLU11ON PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). I_plementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoam and other materials send transport and package construction materials I_plementotion The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash- hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in on orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin Uescrlp tlor: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Appicatiors: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. imp,'emen to tior: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Moir, tenorce: Maintenance is required for safety fencing, vegetation, embankment, inlet nd outfall structures, as well as other features. Removal of sediment is required when the storage volume is educed by one -half. Sediment Trap Uescrip tior,: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Appi1*ca1'1'0r,S. Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. im�iemon to tior: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Main, tenorce: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Bag Filter Descrip tio;n: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Approprio to Applico tions: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Irnplemer tation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Main terionce: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate.The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: I_ lu_ r.._1.._1:__ 4-11- ,^-.nfnll Yoc Date of Inspection: Nn If vcc rinta the rnin ctnnnpd- Inches IJ II IIJ No. L•u I � %I VII ,W1 ..... - ....... -.. - -- PROBLEM or CONCERN YES NO N/A 1. Is the site information posted at the entrance? o 2. Are all necessary permits attained and special provisions being implemented? co U 3. Is a construction entrance installed? Is it effective? Is it enough (=) E4 Z 4. j e streets are clean? p (M Z w a 5. Are appropriate practices installed where stormwater leaves the site? Q � 6. Silt fence is entrenched into the round? z 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? (D ::2� Q �25 Terminated to higher round? Property joined at ends? E-1 " � � 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? U 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? w 10. I Diversions swales and/or waterbars are installed to plan and protected? C/-) w 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 1:4 12. Inlet protection is installed on all functional inlets? not filter fabric under rate M 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross- bracin and/or stakes are adequate and meetspecifications? 15. The fabric straw, mulch and/or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches hove been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growing ve etation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been roperly prepared for seeding? 27. Hard or soft ormoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. No sediment leaving washout area? 31. A dumpster is onsite for trash disposal? 32. Fuel tanks and other toxic materials are safely stored and protected? Smaller construction sites not required to file a separate NOI are complying with the overall Ian? F33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by. Date: Date: Date: &5 z 0 i-n W \�.,o�011111 I I l it t1111/ /��i `��`,, \, \§ 0( . r 9 %. � . �\5T �!'i fi .1� F� F a " . .. \ No. _� _ 10000075 __ �� STATE OF '''111 / / / / / ► N A L 1111 � ��`x`. 111111111 3/t4w� i 1 L, DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 1 1111) Y1J1\ 11V 1\ LL 1L_"1_WJ DRAWING FILES: N: \1238 \9001 \DWGS \C804- 805.DWG �� CZ o r-i co U -i ) (=) E4 Z i7) Q) p (M Z w a Z Q � Q z z 0 (D ::2� Q �25 E-1 " � � d Q) U tx w CZ5 C/-) w r 4 1:4 r-4 • r--J M 1 1111) Y1J1\ 11V 1\ LL 1L_"1_WJ DRAWING FILES: N: \1238 \9001 \DWGS \C804- 805.DWG Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Note: Soil Descriptions and Characteristics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation Service. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. 0 F- _ = W Apply lime to raiise the pH to the level needed for species being mp seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per _SITE' 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to 24" tall lath stapled \r matter and fertility will greatly enhance vegetative growth. Wheat or Rye Work the fertilizer and lime into the soil to a depth of 2 -3 inches pats with a harrow, disk or rake operated across the slope as much as possible. erosion at times other than in the shaded areas, 1. Annual Ryegrass Seeding .8 Select a seed mixture based on projected use of the area (Figure 5 -2), 2 1 2 while considering best seeding dates. See Figure 5 -3 this sheet. If toler- > 70 % It 2. and highways, see Figure 5 -4 this sheet before final selection. f _ •f _ ✓•_1i1 J.� It.l i.y f �` ^�f "--.F 0 { CIT A 1 f}[ ...•� tie' t. \�_.J Irrigated lbs/acre lbs/1000 well if t-_i f`• = / Wes- t _} 'tom'_ ^..._,1..._. 129 6th ,f h St Vim.. 1 k a t C A SOILS M-- AP NOT TO SCALE i o° . p 0 0 0 O•o• \ O . p O °° • O • 0 ° ° • p o ° O o 'D PUBLIC ROAD ° °° .000.0 °• ° ° °• ° ° °0 ' ° ° °' 50' (MIN) o • ° o 0 o .0.0. 0. 0 °• o °, o 0. 0 0 ° 0 °0• 0 00. 0 0° • 0 0° . 0 ° , ° o° o ° ° ° . ° ° ° . o ° ° . 0 e ° , ° ° , o ° ° . 0 ° O . 0 O \ °° •• O • • ° • O ° D • p ° • ° ,• O • °p .° O . ° p °• D o •° 0 ° • ° o O , ° ° O . ° ° p . p ° O . ° O . p ° O •o ° °•O° °•O ° °•O°°• o °• •O ° ° • O ° O•O•p °o ° ° O p ° O • p ° O o ° O O ° ° ° ° ° ° o O . ° . ° °° • p c ° oo u O e O o0 o o. 0 o• ° o. o • p O o • ° 0° • ° e ° • ° 0 ° • o ° 0 • O ° • O • e •O • o •° • •O' ° •° • ° °° •O.• ° °o; 0 00 °0o 0, . ° ° ° . ° =° 0 ° p 0o p o° e 0 O • o ;o O . p ° O . p O . p O . p 0.0 o O .0 0. 0 o 0 0 Q °: o°• o °. o o°. v e• o o , o 0 ° ° =° ° o° O o° o o°. 0 0°.0 O,° o°, o °' p ° o ° . ° e ° ° o ° ° 0. • o , ° o 0 o .o °o.0°0.0 °0.0 °0 °° 6" (MIN) • °=° °°'° ° °' ° • O °'o °o.p °o. o •o.e °o • o ° =° °° • 12' (MIN) O;o 2 " -3" COARSE °= ° AGGREGATE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) - - - - - - - - .�..... ..•. -r-. J.% ENTRANCE DETAIL BERM AROUND PERIMETER 12" MIN 12" f -' GROUND SURFACE _._ _ Seedbed Preparation Apply lime to raiise the pH to the level needed for species being geotextile of 100% seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to 24" tall lath stapled test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Wheat or Rye Work the fertilizer and lime into the soil to a depth of 2 -3 inches pats with a harrow, disk or rake operated across the slope as much as possible. erosion at times other than in the shaded areas, 1. Annual Ryegrass Seeding .8 Select a seed mixture based on projected use of the area (Figure 5 -2), 2 1 2 while considering best seeding dates. See Figure 5 -3 this sheet. If toler- > 70 % ances area problem, such as salt tolerance of seedings adjacent to streets 2. and highways, see Figure 5 -4 this sheet before final selection. 25 Figure. 5 -2: Permanent Seed Mixtures 5.5 -8.3 1 Non - Irrigated* Species Seeding Rate Suitable pH Site Suitability* Irrigated lbs/acre lbs/1000 well 5 sq. ft. Droughty Drained Wet Dormant Seeding ** Temporary Seeding and Stablization Dates Permanent Seeding D Level and Sloping, Open Areas Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. Irrigation needed during this period. To control 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ............................ ............................... erosion at times other than in the shaded areas, 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 UVResistance ........................... ............................... > 70 % use mulch. 2. Tall Fescue 25 .6 5.5 -8.3 1 * Late summer seeding dates may be extended 5 days Red Clover ** 5 .12 O I� Q if mulch is applied. 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 ** Increase seeding application by 507.. Fescue 15 W NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE Creeping Red .4 ESTABLISHMENT OF VEGATATIVE GROUND COVER. Steep Banks and Cuts FIGURE 5-3 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Temporary seedings Kentucky Bluegrass 25 .6 - 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Kind of Seed 1000 Sq. Ft. Acre Remarks Emerald Crownvetch ** 10 .25 - Wheat or Rye 3.5 Ibs. 2 bu. Cover seed 1" to Lawns and High Maintenance Areas 1 1/2" deep 6. Kentucky Bluegrass Creeping Red Fescue 40 40 .9 .9 5.8 -7.5 2 1 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep - 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * Not necessary where mulch is applied. * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. __ _.._ ... 2, -On MIN - _ -... f ,. j COMPACTED EMBANKMENT 3:1 OR FLATTER MATERIAL TYP. SIDE SLOPES 6' HIGH, 12' WIDE GEOTECTILE FABRIC 15'x15' MIN OR FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) AS REQUIRED TO CONTAIN WASTE CONCRETE ONE FOOT OVERLAP ONTO THE CURB CROSSBARS BEEHIVE INLET OR DRAINAGE COVER NOTES: - - 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND - ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO CURB INLET 24" OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. RUN OFF 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS W Ii LATHS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. CURB INLET SEDIMENT BARRIER \ 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED NO SCALE SILT FENCE MATERIAL SILT FENCE EXTENDS RA P� AT AN APPROVED, WASTE SITE. �- 6" BELOW FINISHED G NOTE: 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND START BLANKET AT TOP OF THE 'SWALE NOTE: AND ROLL IN THE DIRECTION OF THE 1. SEE SILT FENCE DETAIL MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. WATER FLOW IN THE SWALE. REFER To FOR MATERIAL SPECIFICATIONS. MANUFACTURERS RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE 2 stakes (typ) per bale 2. SILT FENCE SHALL BE PATTERNS. bindings to be PREASSEMBLED BY SUPPLIER. placed parallel INII CT DQnTC'PTInNI _ cll T PPNI('_F CONCRETE WASHOUT DETAIL VARIES to ground 3 SEEDING II 6" MIN. TURN DOWN ICE /III III EROSION CONTROL BLANKET - (NORTH AMERICAN GREEN III S -75 OR EQUAL) EXISTING GRADE _III IE�w I� EROSION CONTROL MATTING DETAIL SILT FENCE X X 10' t TYPICAL TYPICAL TOPSOIL STOCKPILE A B C 1 1/2' 3' 1 1/2' 3' if :::X::::::: cV .X ::X::::'::: ...x ...... :'X'.'. 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS P 31 TH OF FLOW 2 -. 2 2: 21 SLOPE 1' LENGTH 1 (FT.) 1: li REQUIRED DUE TO DE ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 2:1 1:1 NTH ADDITIONAL STAPLES ON SIDE SLOPES AT CHANNEL PROJECTED WATER LINE. SLOPE GRADIENT LINING STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS. STAPLE PATTERN 'C' SHOULD BE UTILIZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 ". 3 Rc THE BLANKET SHOULD NOT BE OL STRETCHED BUT ALLOWED TO LAY - OF LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. ROLL BLANKETS OUT IN DIRECTION / nr weTrn PI nw 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6" DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT'. 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. rr'i^n1fNK1 n1 AAII /CT IAICTAI I AT OKI GRADE GRADE (NEW OR EXISTING I 3.25' I 3 25, I PE /-(NEW OR EXISTING) I�ArSCOa 0PX 1 s�o , II�E� -EE EE -00 �I I S -75 EROSION CONTROL SEEDED AND r- BLANKET AS MANU. BY STRAW MULCHED I -1 r-� NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL Plan Profile (n.t.s.) W straw bale - stake (typ) -straw bale iop -3 " -6 "undertoe FOR REAR YARD SWALE SCALE: NONE SEDIMENT FI LTER DETAIL HOLEY MOLEY SAYS "DON'T DIG BLIND 71 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............•.................. 200 psi UVResistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence Material 4 Stakes ® 5' O.C. Fence Post Fence Post Should be Buried 1' Below Ground Surface DROP INLET PROTECTION REAR YARD DRAINAGE SWALE ° - °° - °° °° ooe-- ® 'oa o00 PERIMETER PROTECTION: SILT FENCE 7 O O O O O O O °o 0 ° ° e SUBSOIL TOPSOIL STOCKPILE STOCKPILE ° ` e PS '� ° AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). o 0 ° PS 0 HOUSE GARAGE SIDE YARD DRAINAGE SWALE Ld , e. o .W o -- CONCRETE SIDEWALK O O O O O O EXISTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE --CURB INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR ATYPICAL ONE- OR TWO- FAMILY DWELLING UNDER CONSTRUCTION SCALE: NONE Ground Surface ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL NTS INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE DROP INLET PROTECTION o SILT FENCE - FINISHED DRAINAGE I J SOIL SALVAGE AND t / UTILIZATION -- EXISTING DRAINAGE f Ps PERMANENT SEEDING a TREE CONSERVATION LlCURB INLET PROTECTION GRAVEL ENTRANCE/ EXIT PAD l- PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. 2. Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub - contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be installed, consisting of Number 2 Stone, 6" thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back of curb of the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stobilized with temporory or permanent surface Stabilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders of a non - perforated drain tile should be extended to the street or other solid outlet until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 will be achieved when the individual lot operator: a. Completes final stabilization; or b. Has installed oppropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. z 0 cn LiJ T• No. 10000075 ?o STATE OF ��m�iulunnluaa�� 1 i L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) • Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering cV CYOD O E--i W W Q O Q 44 O O I� Q W 1 W CZ • OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R-3501N & TR INVERT TO INVERT REQUIRE (INCHES) KENTON C. WARD, AMILTON COU TY SURVEYOR C SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES APPROVAL 12 TO 21 30 X 30 *•• DESIGN NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 38. OR *•• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ..• NO NO YES APPROVAL APPROVAL 24 OR LARGER MH /BOX DESIGN YES** YES YES APPROVAL PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. **INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. — SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. 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 REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED: 'D PE D -TS KENTON C. D. HAMILTON OUNTY SURVEYOR E C12 OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND COYER AS FOR PIPE SIZES 24" SPECIFIED THRU 66" e PRECAST CONCRETE ADJUSTER RINGS IF �% NEEDED (12 INCHES OF RINGS MAXIMUM). NON-ASPHALTIC 24" MASTIC OR DIAMETER STANDARD PRECAST MANHOLE CAP OR CONE BUTYL RUBBER SEAL BETWEEN JOINTS 5" MINIMUM, 4' DIAMETER MINIMUM i i I i k i i i i I i s i i s i v OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE �- I l i -1 11- I , I -;4PROPOSED GRADE ,�- UNDERCUT SWALE BY 0.2 I I I— TO ALLOW FOR FUTURE SILTING i---� =1 11 =1 I l -1 I I— III — III — III —I 11 =! I I— III — III =! I I —I 11 UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1% SLOPE EXISTING GRADE III — III —) I I —I 11-=T� I- __ I — I f_ � 111 —III j,l• —i. - ;�-- � -•�- -- PROPOSED GRADE - — I I UNDERCUT SWALE HY 0.2' TO ALLOW FOR . FUTURE SILTING oo°° � Y��o I l l I I I =! I I I I I III III 11 5gj x C O OO� � w do C C PERFORATED SUBSURFACE DRAIN (SSD) PIPE Q WITH MINIMUM 0.51 GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES .......//// oil MINIMUM) AND INVERT ELEVATIONS. TYPICAL SWALE DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED: � "DATE: D-16 NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS 18" • • TYPICAL MANHOLE PIPE PIPE TURNS D1 A. "F" DIA. "G" 98" 48" GREATER THAN 45 TO 90 DEG 98" 54"-88" UP TO 80 DEG 84" 42" GREATER THAN 45 TO 90 DEG 84" 48" TURNS UP TO 45 DEG 72" 42 " -48" UP TO 45 DEG 80" 33 "-38" STRAIGHT THRU 80" 24 " -33" GREATER THAN 45 TO 90 DEG AL ........... FULL HEIGHT MANHOLE ,', •, STEPS AS SPECIFIED - - - - - - -- -- CONCRETE REDUCER CAP � NOTE - MANHOLE CONFORMS TO ASTM C-478 -NO BRICK OR BLOCK WILL HE ALLOWED IN MANHOLE -O -RING GASKET. NON - DIA. "F" ASPHALTIC MASTIC OR BUTYL RUBBER SEAL I' MIN. OVER BETWEEN JOINTS � HIGHEST PIPE PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •e" MITH � NON- SHRINK CEMENT GROUT BENCH WALLS AT MINIMUM PER FOOT SLOPE. BENCH •,,•; .�•.�•, � �.•_••. •:., • WALLS TO BE CONSTRUCTED • TO SPRING LINE OF PIPE. 3" MIN. ••:..-'•.'. '•.', '•: , ' -,-, ; .�• — 8" MIN. 3" MIN. ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED Z � DATE D-21 KENTON C.W, HAMILTON CO NTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD PAX. eooe or co•cxsr■ e•j TYP. 12 1/2 3 5/8-T-172 4 25 1/2 3 5/8 1/2 4 112 18 1/2 4 5/8 1/2 4 1/2 v, 21 1/2 4 5/8 1/2 5 ° 24 5/8 4 � 3/4 -- 1/2 5 1° 27 5/8 4 3/4 1/2 5 1/2 a � 30 5/8 4 3/4 1/2 5 1/2 � 38 314 4 1 3/4 8 Q" 42 3/4 4 1 3/4 8 � 48 3/4 5 1 314 8 ° 54 3/4 5 1 Zpipe 3/4 8 a a 80 3/4 5 1 /Zp1 a 68 3/4 8 112 SIDE PROFILE T-•+Fb f,• f N +x. I C� TOP VIEW aa^ BOLT TO )PROF •• FROM pipe 3/4 8 72 3/4 8 1 Zpipe 3i4 9 84 3/4 7 1/,pip. 3/4 10 80 3/4 7 1 Zpipe 3l4 14 NOTES 1. BAPS & PLATES ARE HOT-ROLLED STEEL. 2. BARS, PLATES, & FIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN7ZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO COUNTY SURVEYOR DATE SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED 4j4.-, cm D-12 KENJA C. WA/D, HAMILTON OFFICE OF THE HAMILTON. COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOW D HYDROSEEDED & MULCH OR —SEED & 5150 BLANKET AS SPECIFIED 5' (MIN.) 10" SAFETY LEDGE i 3' (Mitt.) 5 1 SODDED AREA � (CROSS-HATCHED) END SECTION A R.C.P. STORM SEWER NORMAL FOOL 5 O • So OOQ J '1j /N. 1 TOE PLATE 1" 8„ OPTIONS FOR END SECTIONS NOTCH RIP-RAP INTO -METAL SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN. - PRECASTS REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL -CONCRETE HEADWALL NORMAL POOL I I SLOPE 5 1 � ' I SLOPE' I I x• SODDED AREA Oo 1 � (CROSS- HATCHED pp 31 /•'0��0� 000, caxi� SL P r I R.C.P. STORM SEWER ( � o RIP -RAP �' C(�NO�� T(�ROQ O �I z Zi 00 � I. o I I I TOP VIEW I LAKE .OUTLET- DETAIL FOR LAKE CROSS - SECTION OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. 1 JAN 2000 STANDARD PLAN APPROVED G• �`' !•I,JA,,,Oo KEN TON .WARD, HA`.{I TON COUNTY SURVEYOR DATE D-111 I OFFICE OF THE HAMILTON COUNTY- SURVEYQR- i I I i I i 6'STEEL "T" FENCEPOST (for temporary protection) I i SET FLUSH W /FINISH GRADE EAST JORDAN) +CASTING 1570 OR EQUAL �� f l��I� j� 11i I� j j� I j � I) i �� � I �••0 �• c a o•. p. )- j I-_I I I� I I' CONCRETE � BASE v , 1 z w 00o O p WASHED GRAVEL W z Do°GR UT iD �O w 000 O 0 po 00 CAP DIRECTION OF FLOW o� 8 "' x 6" x 6" TEE —► 000'0 oOQo � �O�o4� °�'0C g„ OpOC}�Ot�cSD�C�� -60 oU�o �_ MIN. 24' SUBSURFACE DRAIN {SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLANT APPROVED: KENTOi C. WAP.D HAMILTON COUNTY SURVEYOR DATE SSD-3 � 4 10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTES ��6' STEEL FENCE ( "T "> POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP 3� TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS TO BE MEASURED i FROM BACK OF CURB. � EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL.` PROPOSED � LATERAL LOCATIONS SHALL HE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE i T T � QO O oO o � •8 WASHED GRAVEL m OR CLASS "A" WASHED STONE \� o ° REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30'/. —► -;- p MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING- NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED. SSD -�. KENTON 'C. WARD, H fILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG KENTON C. WARD, AMILTON COU TY SURVEYOR C i i I i k i i i i I i s i i s i v OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE �- I l i -1 11- I , I -;4PROPOSED GRADE ,�- UNDERCUT SWALE BY 0.2 I I I— TO ALLOW FOR FUTURE SILTING i---� =1 11 =1 I l -1 I I— III — III — III —I 11 =! I I— III — III =! I I —I 11 UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1% SLOPE EXISTING GRADE III — III —) I I —I 11-=T� I- __ I — I f_ � 111 —III j,l• —i. - ;�-- � -•�- -- PROPOSED GRADE - — I I UNDERCUT SWALE HY 0.2' TO ALLOW FOR . FUTURE SILTING oo°° � Y��o I l l I I I =! I I I I I III III 11 5gj x C O OO� � w do C C PERFORATED SUBSURFACE DRAIN (SSD) PIPE Q WITH MINIMUM 0.51 GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES .......//// oil MINIMUM) AND INVERT ELEVATIONS. TYPICAL SWALE DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED: � "DATE: D-16 NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS 18" • • TYPICAL MANHOLE PIPE PIPE TURNS D1 A. "F" DIA. "G" 98" 48" GREATER THAN 45 TO 90 DEG 98" 54"-88" UP TO 80 DEG 84" 42" GREATER THAN 45 TO 90 DEG 84" 48" TURNS UP TO 45 DEG 72" 42 " -48" UP TO 45 DEG 80" 33 "-38" STRAIGHT THRU 80" 24 " -33" GREATER THAN 45 TO 90 DEG AL ........... FULL HEIGHT MANHOLE ,', •, STEPS AS SPECIFIED - - - - - - -- -- CONCRETE REDUCER CAP � NOTE - MANHOLE CONFORMS TO ASTM C-478 -NO BRICK OR BLOCK WILL HE ALLOWED IN MANHOLE -O -RING GASKET. NON - DIA. "F" ASPHALTIC MASTIC OR BUTYL RUBBER SEAL I' MIN. OVER BETWEEN JOINTS � HIGHEST PIPE PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •e" MITH � NON- SHRINK CEMENT GROUT BENCH WALLS AT MINIMUM PER FOOT SLOPE. BENCH •,,•; .�•.�•, � �.•_••. •:., • WALLS TO BE CONSTRUCTED • TO SPRING LINE OF PIPE. 3" MIN. ••:..-'•.'. '•.', '•: , ' -,-, ; .�• — 8" MIN. 3" MIN. ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED Z � DATE D-21 KENTON C.W, HAMILTON CO NTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD PAX. eooe or co•cxsr■ e•j TYP. 12 1/2 3 5/8-T-172 4 25 1/2 3 5/8 1/2 4 112 18 1/2 4 5/8 1/2 4 1/2 v, 21 1/2 4 5/8 1/2 5 ° 24 5/8 4 � 3/4 -- 1/2 5 1° 27 5/8 4 3/4 1/2 5 1/2 a � 30 5/8 4 3/4 1/2 5 1/2 � 38 314 4 1 3/4 8 Q" 42 3/4 4 1 3/4 8 � 48 3/4 5 1 314 8 ° 54 3/4 5 1 Zpipe 3/4 8 a a 80 3/4 5 1 /Zp1 a 68 3/4 8 112 SIDE PROFILE T-•+Fb f,• f N +x. I C� TOP VIEW aa^ BOLT TO )PROF •• FROM pipe 3/4 8 72 3/4 8 1 Zpipe 3i4 9 84 3/4 7 1/,pip. 3/4 10 80 3/4 7 1 Zpipe 3l4 14 NOTES 1. BAPS & PLATES ARE HOT-ROLLED STEEL. 2. BARS, PLATES, & FIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN7ZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO COUNTY SURVEYOR DATE SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED 4j4.-, cm D-12 KENJA C. WA/D, HAMILTON OFFICE OF THE HAMILTON. COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOW D HYDROSEEDED & MULCH OR —SEED & 5150 BLANKET AS SPECIFIED 5' (MIN.) 10" SAFETY LEDGE i 3' (Mitt.) 5 1 SODDED AREA � (CROSS-HATCHED) END SECTION A R.C.P. STORM SEWER NORMAL FOOL 5 O • So OOQ J '1j /N. 1 TOE PLATE 1" 8„ OPTIONS FOR END SECTIONS NOTCH RIP-RAP INTO -METAL SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN. - PRECASTS REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL -CONCRETE HEADWALL NORMAL POOL I I SLOPE 5 1 � ' I SLOPE' I I x• SODDED AREA Oo 1 � (CROSS- HATCHED pp 31 /•'0��0� 000, caxi� SL P r I R.C.P. STORM SEWER ( � o RIP -RAP �' C(�NO�� T(�ROQ O �I z Zi 00 � I. o I I I TOP VIEW I LAKE .OUTLET- DETAIL FOR LAKE CROSS - SECTION OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. 1 JAN 2000 STANDARD PLAN APPROVED G• �`' !•I,JA,,,Oo KEN TON .WARD, HA`.{I TON COUNTY SURVEYOR DATE D-111 I OFFICE OF THE HAMILTON COUNTY- SURVEYQR- i I I i I i 6'STEEL "T" FENCEPOST (for temporary protection) I i SET FLUSH W /FINISH GRADE EAST JORDAN) +CASTING 1570 OR EQUAL �� f l��I� j� 11i I� j j� I j � I) i �� � I �••0 �• c a o•. p. )- j I-_I I I� I I' CONCRETE � BASE v , 1 z w 00o O p WASHED GRAVEL W z Do°GR UT iD �O w 000 O 0 po 00 CAP DIRECTION OF FLOW o� 8 "' x 6" x 6" TEE —► 000'0 oOQo � �O�o4� °�'0C g„ OpOC}�Ot�cSD�C�� -60 oU�o �_ MIN. 24' SUBSURFACE DRAIN {SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLANT APPROVED: KENTOi C. WAP.D HAMILTON COUNTY SURVEYOR DATE SSD-3 � 4 10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTES ��6' STEEL FENCE ( "T "> POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP 3� TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS TO BE MEASURED i FROM BACK OF CURB. � EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL.` PROPOSED � LATERAL LOCATIONS SHALL HE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE i T T � QO O oO o � •8 WASHED GRAVEL m OR CLASS "A" WASHED STONE \� o ° REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30'/. —► -;- p MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING- NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED. SSD -�. KENTON 'C. WARD, H fILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS 18" • • TYPICAL MANHOLE PIPE PIPE TURNS D1 A. "F" DIA. "G" 98" 48" GREATER THAN 45 TO 90 DEG 98" 54"-88" UP TO 80 DEG 84" 42" GREATER THAN 45 TO 90 DEG 84" 48" TURNS UP TO 45 DEG 72" 42 " -48" UP TO 45 DEG 80" 33 "-38" STRAIGHT THRU 80" 24 " -33" GREATER THAN 45 TO 90 DEG AL ........... FULL HEIGHT MANHOLE ,', •, STEPS AS SPECIFIED - - - - - - -- -- CONCRETE REDUCER CAP � NOTE - MANHOLE CONFORMS TO ASTM C-478 -NO BRICK OR BLOCK WILL HE ALLOWED IN MANHOLE -O -RING GASKET. NON - DIA. "F" ASPHALTIC MASTIC OR BUTYL RUBBER SEAL I' MIN. OVER BETWEEN JOINTS � HIGHEST PIPE PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •e" MITH � NON- SHRINK CEMENT GROUT BENCH WALLS AT MINIMUM PER FOOT SLOPE. BENCH •,,•; .�•.�•, � �.•_••. •:., • WALLS TO BE CONSTRUCTED • TO SPRING LINE OF PIPE. 3" MIN. ••:..-'•.'. '•.', '•: , ' -,-, ; .�• — 8" MIN. 3" MIN. ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED Z � DATE D-21 KENTON C.W, HAMILTON CO NTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD PAX. eooe or co•cxsr■ e•j TYP. 12 1/2 3 5/8-T-172 4 25 1/2 3 5/8 1/2 4 112 18 1/2 4 5/8 1/2 4 1/2 v, 21 1/2 4 5/8 1/2 5 ° 24 5/8 4 � 3/4 -- 1/2 5 1° 27 5/8 4 3/4 1/2 5 1/2 a � 30 5/8 4 3/4 1/2 5 1/2 � 38 314 4 1 3/4 8 Q" 42 3/4 4 1 3/4 8 � 48 3/4 5 1 314 8 ° 54 3/4 5 1 Zpipe 3/4 8 a a 80 3/4 5 1 /Zp1 a 68 3/4 8 112 SIDE PROFILE T-•+Fb f,• f N +x. I C� TOP VIEW aa^ BOLT TO )PROF •• FROM pipe 3/4 8 72 3/4 8 1 Zpipe 3i4 9 84 3/4 7 1/,pip. 3/4 10 80 3/4 7 1 Zpipe 3l4 14 NOTES 1. BAPS & PLATES ARE HOT-ROLLED STEEL. 2. BARS, PLATES, & FIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN7ZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO COUNTY SURVEYOR DATE SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED 4j4.-, cm D-12 KENJA C. WA/D, HAMILTON OFFICE OF THE HAMILTON. COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOW D HYDROSEEDED & MULCH OR —SEED & 5150 BLANKET AS SPECIFIED 5' (MIN.) 10" SAFETY LEDGE i 3' (Mitt.) 5 1 SODDED AREA � (CROSS-HATCHED) END SECTION A R.C.P. STORM SEWER NORMAL FOOL 5 O • So OOQ J '1j /N. 1 TOE PLATE 1" 8„ OPTIONS FOR END SECTIONS NOTCH RIP-RAP INTO -METAL SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN. - PRECASTS REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL -CONCRETE HEADWALL NORMAL POOL I I SLOPE 5 1 � ' I SLOPE' I I x• SODDED AREA Oo 1 � (CROSS- HATCHED pp 31 /•'0��0� 000, caxi� SL P r I R.C.P. STORM SEWER ( � o RIP -RAP �' C(�NO�� T(�ROQ O �I z Zi 00 � I. o I I I TOP VIEW I LAKE .OUTLET- DETAIL FOR LAKE CROSS - SECTION OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. 1 JAN 2000 STANDARD PLAN APPROVED G• �`' !•I,JA,,,Oo KEN TON .WARD, HA`.{I TON COUNTY SURVEYOR DATE D-111 I OFFICE OF THE HAMILTON COUNTY- SURVEYQR- i I I i I i 6'STEEL "T" FENCEPOST (for temporary protection) I i SET FLUSH W /FINISH GRADE EAST JORDAN) +CASTING 1570 OR EQUAL �� f l��I� j� 11i I� j j� I j � I) i �� � I �••0 �• c a o•. p. )- j I-_I I I� I I' CONCRETE � BASE v , 1 z w 00o O p WASHED GRAVEL W z Do°GR UT iD �O w 000 O 0 po 00 CAP DIRECTION OF FLOW o� 8 "' x 6" x 6" TEE —► 000'0 oOQo � �O�o4� °�'0C g„ OpOC}�Ot�cSD�C�� -60 oU�o �_ MIN. 24' SUBSURFACE DRAIN {SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLANT APPROVED: KENTOi C. WAP.D HAMILTON COUNTY SURVEYOR DATE SSD-3 � 4 10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTES ��6' STEEL FENCE ( "T "> POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP 3� TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS TO BE MEASURED i FROM BACK OF CURB. � EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL.` PROPOSED � LATERAL LOCATIONS SHALL HE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE i T T � QO O oO o � •8 WASHED GRAVEL m OR CLASS "A" WASHED STONE \� o ° REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30'/. —► -;- p MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING- NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED. SSD -�. KENTON 'C. WARD, H fILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG LINE OF PIPE. 3" MIN. ••:..-'•.'. '•.', '•: , ' -,-, ; .�• — 8" MIN. 3" MIN. ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED Z � DATE D-21 KENTON C.W, HAMILTON CO NTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD PAX. eooe or co•cxsr■ e•j TYP. 12 1/2 3 5/8-T-172 4 25 1/2 3 5/8 1/2 4 112 18 1/2 4 5/8 1/2 4 1/2 v, 21 1/2 4 5/8 1/2 5 ° 24 5/8 4 � 3/4 -- 1/2 5 1° 27 5/8 4 3/4 1/2 5 1/2 a � 30 5/8 4 3/4 1/2 5 1/2 � 38 314 4 1 3/4 8 Q" 42 3/4 4 1 3/4 8 � 48 3/4 5 1 314 8 ° 54 3/4 5 1 Zpipe 3/4 8 a a 80 3/4 5 1 /Zp1 a 68 3/4 8 112 SIDE PROFILE T-•+Fb f,• f N +x. I C� TOP VIEW aa^ BOLT TO )PROF •• FROM pipe 3/4 8 72 3/4 8 1 Zpipe 3i4 9 84 3/4 7 1/,pip. 3/4 10 80 3/4 7 1 Zpipe 3l4 14 NOTES 1. BAPS & PLATES ARE HOT-ROLLED STEEL. 2. BARS, PLATES, & FIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN7ZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO COUNTY SURVEYOR DATE SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED 4j4.-, cm D-12 KENJA C. WA/D, HAMILTON OFFICE OF THE HAMILTON. COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOW D HYDROSEEDED & MULCH OR —SEED & 5150 BLANKET AS SPECIFIED 5' (MIN.) 10" SAFETY LEDGE i 3' (Mitt.) 5 1 SODDED AREA � (CROSS-HATCHED) END SECTION A R.C.P. STORM SEWER NORMAL FOOL 5 O • So OOQ J '1j /N. 1 TOE PLATE 1" 8„ OPTIONS FOR END SECTIONS NOTCH RIP-RAP INTO -METAL SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN. - PRECASTS REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL -CONCRETE HEADWALL NORMAL POOL I I SLOPE 5 1 � ' I SLOPE' I I x• SODDED AREA Oo 1 � (CROSS- HATCHED pp 31 /•'0��0� 000, caxi� SL P r I R.C.P. STORM SEWER ( � o RIP -RAP �' C(�NO�� T(�ROQ O �I z Zi 00 � I. o I I I TOP VIEW I LAKE .OUTLET- DETAIL FOR LAKE CROSS - SECTION OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. 1 JAN 2000 STANDARD PLAN APPROVED G• �`' !•I,JA,,,Oo KEN TON .WARD, HA`.{I TON COUNTY SURVEYOR DATE D-111 I OFFICE OF THE HAMILTON COUNTY- SURVEYQR- i I I i I i 6'STEEL "T" FENCEPOST (for temporary protection) I i SET FLUSH W /FINISH GRADE EAST JORDAN) +CASTING 1570 OR EQUAL �� f l��I� j� 11i I� j j� I j � I) i �� � I �••0 �• c a o•. p. )- j I-_I I I� I I' CONCRETE � BASE v , 1 z w 00o O p WASHED GRAVEL W z Do°GR UT iD �O w 000 O 0 po 00 CAP DIRECTION OF FLOW o� 8 "' x 6" x 6" TEE —► 000'0 oOQo � �O�o4� °�'0C g„ OpOC}�Ot�cSD�C�� -60 oU�o �_ MIN. 24' SUBSURFACE DRAIN {SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLANT APPROVED: KENTOi C. WAP.D HAMILTON COUNTY SURVEYOR DATE SSD-3 � 4 10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTES ��6' STEEL FENCE ( "T "> POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP 3� TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS TO BE MEASURED i FROM BACK OF CURB. � EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL.` PROPOSED � LATERAL LOCATIONS SHALL HE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE i T T � QO O oO o � •8 WASHED GRAVEL m OR CLASS "A" WASHED STONE \� o ° REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30'/. —► -;- p MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING- NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED. SSD -�. KENTON 'C. WARD, H fILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG CO NTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD PAX. eooe or co•cxsr■ e•j TYP. 12 1/2 3 5/8-T-172 4 25 1/2 3 5/8 1/2 4 112 18 1/2 4 5/8 1/2 4 1/2 v, 21 1/2 4 5/8 1/2 5 ° 24 5/8 4 � 3/4 -- 1/2 5 1° 27 5/8 4 3/4 1/2 5 1/2 a � 30 5/8 4 3/4 1/2 5 1/2 � 38 314 4 1 3/4 8 Q" 42 3/4 4 1 3/4 8 � 48 3/4 5 1 314 8 ° 54 3/4 5 1 Zpipe 3/4 8 a a 80 3/4 5 1 /Zp1 a 68 3/4 8 112 SIDE PROFILE T-•+Fb f,• f N +x. I C� TOP VIEW aa^ BOLT TO )PROF •• FROM pipe 3/4 8 72 3/4 8 1 Zpipe 3i4 9 84 3/4 7 1/,pip. 3/4 10 80 3/4 7 1 Zpipe 3l4 14 NOTES 1. BAPS & PLATES ARE HOT-ROLLED STEEL. 2. BARS, PLATES, & FIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN7ZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO COUNTY SURVEYOR DATE SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED 4j4.-, cm D-12 KENJA C. WA/D, HAMILTON OFFICE OF THE HAMILTON. COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOW D HYDROSEEDED & MULCH OR —SEED & 5150 BLANKET AS SPECIFIED 5' (MIN.) 10" SAFETY LEDGE i 3' (Mitt.) 5 1 SODDED AREA � (CROSS-HATCHED) END SECTION A R.C.P. STORM SEWER NORMAL FOOL 5 O • So OOQ J '1j /N. 1 TOE PLATE 1" 8„ OPTIONS FOR END SECTIONS NOTCH RIP-RAP INTO -METAL SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN. - PRECASTS REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL -CONCRETE HEADWALL NORMAL POOL I I SLOPE 5 1 � ' I SLOPE' I I x• SODDED AREA Oo 1 � (CROSS- HATCHED pp 31 /•'0��0� 000, caxi� SL P r I R.C.P. STORM SEWER ( � o RIP -RAP �' C(�NO�� T(�ROQ O �I z Zi 00 � I. o I I I TOP VIEW I LAKE .OUTLET- DETAIL FOR LAKE CROSS - SECTION OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. 1 JAN 2000 STANDARD PLAN APPROVED G• �`' !•I,JA,,,Oo KEN TON .WARD, HA`.{I TON COUNTY SURVEYOR DATE D-111 I OFFICE OF THE HAMILTON COUNTY- SURVEYQR- i I I i I i 6'STEEL "T" FENCEPOST (for temporary protection) I i SET FLUSH W /FINISH GRADE EAST JORDAN) +CASTING 1570 OR EQUAL �� f l��I� j� 11i I� j j� I j � I) i �� � I �••0 �• c a o•. p. )- j I-_I I I� I I' CONCRETE � BASE v , 1 z w 00o O p WASHED GRAVEL W z Do°GR UT iD �O w 000 O 0 po 00 CAP DIRECTION OF FLOW o� 8 "' x 6" x 6" TEE —► 000'0 oOQo � �O�o4� °�'0C g„ OpOC}�Ot�cSD�C�� -60 oU�o �_ MIN. 24' SUBSURFACE DRAIN {SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLANT APPROVED: KENTOi C. WAP.D HAMILTON COUNTY SURVEYOR DATE SSD-3 � 4 10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTES ��6' STEEL FENCE ( "T "> POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP 3� TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS TO BE MEASURED i FROM BACK OF CURB. � EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL.` PROPOSED � LATERAL LOCATIONS SHALL HE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE i T T � QO O oO o � •8 WASHED GRAVEL m OR CLASS "A" WASHED STONE \� o ° REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30'/. —► -;- p MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING- NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED. SSD -�. KENTON 'C. WARD, H fILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG NOTES 1. BAPS & PLATES ARE HOT-ROLLED STEEL. 2. BARS, PLATES, & FIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN7ZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO COUNTY SURVEYOR DATE SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED 4j4.-, cm D-12 KENJA C. WA/D, HAMILTON OFFICE OF THE HAMILTON. COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOW D HYDROSEEDED & MULCH OR —SEED & 5150 BLANKET AS SPECIFIED 5' (MIN.) 10" SAFETY LEDGE i 3' (Mitt.) 5 1 SODDED AREA � (CROSS-HATCHED) END SECTION A R.C.P. STORM SEWER NORMAL FOOL 5 O • So OOQ J '1j /N. 1 TOE PLATE 1" 8„ OPTIONS FOR END SECTIONS NOTCH RIP-RAP INTO -METAL SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN. - PRECASTS REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL -CONCRETE HEADWALL NORMAL POOL I I SLOPE 5 1 � ' I SLOPE' I I x• SODDED AREA Oo 1 � (CROSS- HATCHED pp 31 /•'0��0� 000, caxi� SL P r I R.C.P. STORM SEWER ( � o RIP -RAP �' C(�NO�� T(�ROQ O �I z Zi 00 � I. o I I I TOP VIEW I LAKE .OUTLET- DETAIL FOR LAKE CROSS - SECTION OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. 1 JAN 2000 STANDARD PLAN APPROVED G• �`' !•I,JA,,,Oo KEN TON .WARD, HA`.{I TON COUNTY SURVEYOR DATE D-111 I OFFICE OF THE HAMILTON COUNTY- SURVEYQR- i I I i I i 6'STEEL "T" FENCEPOST (for temporary protection) I i SET FLUSH W /FINISH GRADE EAST JORDAN) +CASTING 1570 OR EQUAL �� f l��I� j� 11i I� j j� I j � I) i �� � I �••0 �• c a o•. p. )- j I-_I I I� I I' CONCRETE � BASE v , 1 z w 00o O p WASHED GRAVEL W z Do°GR UT iD �O w 000 O 0 po 00 CAP DIRECTION OF FLOW o� 8 "' x 6" x 6" TEE —► 000'0 oOQo � �O�o4� °�'0C g„ OpOC}�Ot�cSD�C�� -60 oU�o �_ MIN. 24' SUBSURFACE DRAIN {SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLANT APPROVED: KENTOi C. WAP.D HAMILTON COUNTY SURVEYOR DATE SSD-3 � 4 10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTES ��6' STEEL FENCE ( "T "> POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP 3� TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS TO BE MEASURED i FROM BACK OF CURB. � EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL.` PROPOSED � LATERAL LOCATIONS SHALL HE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE i T T � QO O oO o � •8 WASHED GRAVEL m OR CLASS "A" WASHED STONE \� o ° REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30'/. —► -;- p MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING- NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED. SSD -�. KENTON 'C. WARD, H fILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG I OFFICE OF THE HAMILTON COUNTY- SURVEYQR- i I I i I i 6'STEEL "T" FENCEPOST (for temporary protection) I i SET FLUSH W /FINISH GRADE EAST JORDAN) +CASTING 1570 OR EQUAL �� f l��I� j� 11i I� j j� I j � I) i �� � I �••0 �• c a o•. p. )- j I-_I I I� I I' CONCRETE � BASE v , 1 z w 00o O p WASHED GRAVEL W z Do°GR UT iD �O w 000 O 0 po 00 CAP DIRECTION OF FLOW o� 8 "' x 6" x 6" TEE —► 000'0 oOQo � �O�o4� °�'0C g„ OpOC}�Ot�cSD�C�� -60 oU�o �_ MIN. 24' SUBSURFACE DRAIN {SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLANT APPROVED: KENTOi C. WAP.D HAMILTON COUNTY SURVEYOR DATE SSD-3 � 4 10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTES ��6' STEEL FENCE ( "T "> POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP 3� TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS TO BE MEASURED i FROM BACK OF CURB. � EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL.` PROPOSED � LATERAL LOCATIONS SHALL HE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE i T T � QO O oO o � •8 WASHED GRAVEL m OR CLASS "A" WASHED STONE \� o ° REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30'/. —► -;- p MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING- NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED. SSD -�. KENTON 'C. WARD, H fILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG 4 10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTES ��6' STEEL FENCE ( "T "> POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP 3� TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS TO BE MEASURED i FROM BACK OF CURB. � EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL.` PROPOSED � LATERAL LOCATIONS SHALL HE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE i T T � QO O oO o � •8 WASHED GRAVEL m OR CLASS "A" WASHED STONE \� o ° REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30'/. —► -;- p MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING- NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED. SSD -�. KENTON 'C. WARD, H fILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG 4 10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTES ��6' STEEL FENCE ( "T "> POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP 3� TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0. HOUSE. ALL MEASUREMENTS TO BE MEASURED i FROM BACK OF CURB. � EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL.` PROPOSED � LATERAL LOCATIONS SHALL HE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE i T T � QO O oO o � •8 WASHED GRAVEL m OR CLASS "A" WASHED STONE \� o ° REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30'/. —► -;- p MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING- NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED. SSD -�. KENTON 'C. WARD, H fILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. ,��:. ,•::. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •••• '. CAP AS REQUIRED BY SITE �• ' CONDITIONS. CONE TOP TO • �' MATCH ADJUSTING RING PROFILE. , I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE ,-� MANHOLE CONFORMS y TO ASTM 478 t° a O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL � CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM '•' OF PIPE O.D. •8" WITH BE - {CH MALLS AT MINIMUM NON- SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE:- :•?:'••.:'.•';; STRUCTURES ARE TO BE �'� ;•'; :;:• ?•;.': GROUTED FULLY, TROWELED ' •: •..�� �•.•,� ;`.. SMOOTH AND BRUSH FINISHED. ' •� � •' ' '•• '•' REINFORCED BAR PRECAST BASE �'r:'•''::' �? '••' "' "�' ^ �•'r:'^ #4 0 12" ON CENTER OR 8' OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE VASE SET • �ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '- • � Z//, ATE D-20 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. I 2'F EE OARD MIN. NORMAL POOL - 100 YEAR EME GENCY 5 2' SPILLWAY � AT 100 YEAR 1 3 I 10' I USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD PLAN APPROVED:— i•M4 D -8 KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG KENTON C._WAR AMILTON COUNT SURVEYOR A. J J L L— OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG OFFICE • OF THE HAMILTON COUNTY SURVEYOR .ANCHOR • FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW 1' STEEL ALLTHREAD • 1' LONG I /z" MIN. DIAMETER •' • • 2, :........... .. ... ..... .. . •- - -- +,= 1, STEEL NUTS & �1f- Tl-'►I HASHERS i' END PROFILE r ( STEEL ALL THREAD BOLT HOOKS 1' LONG . X� X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX: LLJ 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAHING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED •�jANOO � _/-J KENT .WARD, AMILTON COUNTY SURVEYOR DATE V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG V7 Z O .���`` pON T �.isTERFo No. 10000075 �?o --. STATE OF i / / / //nnrrullulla\� 3/t4� i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • chnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Q r—� � U O E—( Q O Q z � z yn..�1� C.) U � L� W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9003 \DWGS \C806.DWG EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from off site shall be of kind and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the trees shall be buried onsite or removed to disposal areas off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). The location of on site bury pits shall be designated by the owner or the Engineer. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, ect. B. After completion of site grading and subsurface utility installation, top soil shall be replaced in areas designated on the erosion control plan for seeding and /or sodding. Any remaining top soil shall be used for finished grading around structures and landscaping areas. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. If active utilities are encountered but not shown on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Utility Company and the Engineer. D. It shall be the responsibility of each contractor to verify all existing utilties and conditions pertaining to his phase of the work. It shall ofso be the contractors responsibility to contact the owners of the various utilities before work is started. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.04 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All building pad areas (engineered fill areas) shall be compacted to standards specified by local and /or state building codes. All fill areas (pad or engineered) shall be compacted to at least 95 percent of the maximum dry density (ASTM D- 1557). fill should exhibit a maximum dry density of at least 105 pcf, and have a liquid limit less than 50 and plasticity index of less than 25. sandy fill must have less than 15% fines passing a #200 sieve. 2. For compaction requirements of paved areas, see street specifications. 8. Earth Work Balance The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. Minor adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer in determining earthwork quantities shall be ac- complished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings as the physical limits of the various soil types, also the allowable variation in finish grade and compaction permitted the contractor, and that all of these parameters may cause either an excess or shortage of actual earthwork materials to complete the project. If such an actual minor excess or shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbalance of earth. TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY, 2002 1. Standard specifications 327 IAC 3 shall apply for all work and materials. Inspection service shall be provided by Clay Regional Waste District. The following specifications and construction plan details denote requirements for materials and installation methods per 327 IAC 3. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 124548. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes 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 standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross- sectionol area of 0.20 square inches and conform to ASTM F -477 specification. 4. All sanitary manholes shall be "precast concrete" manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturer's recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but Q5 feet 90 seconds For manholes five (5) feet in diameter, add on additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet. Engineer will determine the applicable minimum elapsed time. D. If the manhole fails 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 shall be applied around each manhole joint from 5- 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 precoat 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 cone and casting frame shall be cleaned and primed. The Unibond 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 costing elevations are set by plan. However, the castings are to be adjusted in the field by the Engineer's representative, should a discrepancy occur 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. Backfill around ail structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 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 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 bockfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. Deflection test shall also be performed using a mandrel that is 95% of the diameter of the inside of the pipe, and that the mandrel be pulled by hand. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the 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 pipe 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 line of the pipe and from this point to 12- inches above shall be fill sand 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 3271AC 3 -6 -9. Sec. 9. (a) Sanitary sewers shall not be located within ten (10) feet of any existing or proposed water mains, when measured horizontally from the outside edge of the sanitary sewer to the outside edge of any existing and proposed water mains, unless the sanitary sewers and water main comply with the following: (1) The sanitary sewer and water main must cross with the sanitary sewer and water main separated by a minimum of eighteen (18) inches measured vertically from the outside edge of the sanitary sewer to the outside edge of the water main. (2) The crossing specified in subdivision (1) must be at a minimum angle of forty -five (45) degrees measured from the center lines of the sanitary sewer and water main. (3) The conditions specified in subdivisions (1) and (2) must be maintained for a minimum distance of ten (10) feet from either side of the sanitary sewer as measured from the outside edge of the sanitary sewer to the outside edge of the water main. (b) A shorter separation distance than that specified in subsection (a) is allowed if the following is conducted within the separation distances specified in subsection (a): (1) The sanitary sewers meet all water main pressure testing requirements as described in 327 IAC 8- 3.2- 17(o). (2) The sanitary sewer shall be constructed of materials in conformance with one (1) of the following: (A) 327 IAC 8- 3.2 -8. (B) Section 8(a)(1) of this rule. (C) ASTM D2241 -96b, Standard Specification for Poly Vinyl Chloride (PVC) Pressure -Rated Pipe, and having a SDR (standard dimension ration) of 21. (3)The sanitary sewers and water mains are no in contact. (4)Any sanitary sewer joints ore compression type joints that are placed equidistantly from the water main. (5) The sanitary sewer and water main are laid on separate trench shelves. (c) No sanitary sewer manhole shall be within eight (8) feet of a water main as measured from the outside edge of the sanitary sewer manhole to the outside edge of the water main. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 -IAC 3- 6 -20). 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. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing done on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A or equal and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance is. Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 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. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. STORM SEWER SYSTEMS 1. SCOPE OF WORK The work under this section includes all storm sewers, storm water inlets, and related items, including excavating and backfilling, necessary to complete the work shown on the drawings. 2. MATERIALS A. Storm Sewers 1. Reinforced concrete sewer pipe shall confirm to ASTM C -76 latest revision, with joints conforming to ASTM C -443 latest revision. When storm pipe is submerged B. Manholes 1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C -478 latest revision. 2. Casting shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion or other defects. They shall be smooth and well cleaned by shot - blasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting ASTM A -48 latest revision. 3. Joints - Manhole sections shall be jointed with rubber type gaskets. The rubber type gaskets shall meet ASTM C -443 latest revision. When manhole and storm pipe are continuously in water. C. SUBDRAINS 1. Perforated plastic pipe subdrains shall conform to ASTM F -405. 3. APPLICATION A. Permits and Codes - The intent of this section of the specifications is that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards - the term "Local Standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements - Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. D. Workmanship - To conform to all local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching - Lay all pipe in open trenches, except when the local authority gives written permission for tunneling. Open the trench sufficient ahead of pipelaying to reveal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. F. Special Supports - Whenever in the opinion of the Engineer the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may direct, and the contract will be adjusted. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED G. Backfilling - for a depth of at least 12 inches above the top of the pipe, backfill with earth or granular material free from large stones, rock fragments, roots or sod. Tamp this backfill thoroughly, taking care not to disturb the pipe. For the remaining trench depth, backfill with earth or granular material containing stones or rocks not larger than 4 inches. Backfill under and within 5' of walks, parking areas, driveways and street shall be granular material only - thoroughly compacted by approved methods. H. Manhole Inverts - Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. I. Subdrains - All subdrains shall be of the size shown on the plans and shall be constructed to the grades shown. All drains constructed off -site as part of the outlet drain will be located as shown. J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min: s in Section 501.17 of the Indiana Department of Ct Transportation Specifications, latest revision. 1. SCOPE OF WORK 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 1 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99. Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. z 0 V) w a' \\\\ \\ w\\\\ \ \ \ \Illlllll11111 / / / / /��i / / / //i �`\ \Q\vOOtSl T..8�� No. 10000075 - STATE OF = / ; //z � /ONAIL l i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering H. Curing Concrete - Except as otherwise specified, STREETS cure all concrete by one of the methods described DRAWN BY- in Section 501.17 of the Indiana Department of Ct Transportation Specifications, latest revision. 1. SCOPE OF WORK I. Bituminous Pavement -Hot asphalt concrete The work required under this section includes all pavement shall be as specified in Section 403 and must comply with Section 401.05 of concrete and bituminous paving and related items the Indiana Department of Transportation necessary to complete the work indicated on drawings Specifications latest revisions. Paving will not and described in the specifications, including but not be permitted during unfavorable weather or when limited to: the temperature is 40 degrees F. and falling. All streets, parking areas in contract limits J. Compacted Aggregate Subbase - the thickness shown Curbs and gutters Sidewalks and concrete slabs, exterior steps on the drawings is the minimum thickness of the a fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled 2. MATERIALS roller weighing 8 to 10 tons. Compact to 90% A. Concrete - Concrete shall be ready -mixed concrete compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed and shall be a mix of proportioned fine and not accessible to the roller, the aggregate coarse aggregates with Portland cement and water. material shall be tamped with mechanical tampers Minimum cement content shall be 6 bags per cubic or with approved hand tampers. yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1 -1/4 inches nor more than 3 inches. Standard test --ul.J ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C W -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C -33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk construction may be either non- extruding or resilient. D. Bituminous Pavement Materials - All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from on excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: SIEVE SIZE % PASSING 1 -1 /2" 100 1 " 80 -100 3/4" 70 -90 1 /2" 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99. Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. z 0 V) w a' \\\\ \\ w\\\\ \ \ \ \Illlllll11111 / / / / /��i / / / //i �`\ \Q\vOOtSl T..8�� No. 10000075 - STATE OF = / ; //z � /ONAIL l i � L. DATE: 6/10/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY- CHECKED BY- Ct SHEET TITLE: O DRAWING FILES: �-� cy") U O E-. VJ Z a Z Q O Q �i Z � Z VJ` --ul.J w CZ W DATE: PROJECT NO.: 6/10/05 1238.9003 DRAWN BY- CHECKED BY- DCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \9003 \DWGS \C901.DWG SHEET NO.: