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Home My WebLink About06030007 Civil Construction Plans Rcv. 2/28/2006 DOCSMV QP NOT TO SCALE PROPOSED Village of WestClay - PRUDENTIA BUILDING (t �w , r Cjf y i�i69 f f:� if j 1 .I C "A b Br rt e EXISTING — — — — Village of WestClay — I — — — E VILLAGE CENTER PART II, 3001— — — — EXISTING — — BLOCK "F" — — — Village of WestClay — KHARA SPA —V— _I �n _ — i -- -_j Vill age- of -- tC.[Qy ( — Lw — l C ME _ — DifG — EXISTING Village of Wes tCIG — — COMMERCIAL—APARTMENT ° -- — — - BUILDING #2 L ............._..._....�.. - __.._- ....__...._._...- - -.__. - - - -� — THIS PROJECT SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE C (No Special Flood Hazard) ON THE FLOOD INSURANCE RATE MAP FOR THE CITY OF CARMEL. SITE AP SCALE: 7 " =60' Y 4 NOT TO SCALE EXISTING Village of WestClay E VILLAGE CENTER PART II, 3001 — BLOCK "E" r� EXISTING iVillage of WestClay HFLEN WELLS BUILDING EXISTING 1 Village of WestClay STERKX BUILDING (Under Construction) w:n a t e Village of estGlay SECTiO 3001 HA I YOO- ' no U H TY CAR DIANA L? E P'nF7') U 0 F T E A DE E L 0 IP50" Mv`E HT DOCKET N0. TAC 12827 New Market St., Ste. 310 CARMEL, INDIANA 46032 INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 SITE PLAN C102 GRADING, DRAINAGE- & UTILITY PLAN C103 PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C401 SANITARY SEWER PLAN & PROFILE PC WATER PLAN , i WATER DETAILS & SPECIFICATIONS C801 STREET AND STORM SEWER DETAILS C802 SANITARY SEWER DETAILS C803 —C804 STORMWATER POLLUTION PREVENTION DETAILS AND SPECIFICATIONS C901 SPECIFICATIONS j ,.•''� i f' 7 Y tl � l I S 0 L S Mv A UnOo�,' NOT TO SCALE EXISTING Village of WestClay E VILLAGE CENTER PART II, 3001 — BLOCK "E" r� EXISTING iVillage of WestClay HFLEN WELLS BUILDING EXISTING 1 Village of WestClay STERKX BUILDING (Under Construction) w:n a t e Village of estGlay SECTiO 3001 HA I YOO- ' no U H TY CAR DIANA L? E P'nF7') U 0 F T E A DE E L 0 IP50" Mv`E HT DOCKET N0. TAC 12827 New Market St., Ste. 310 CARMEL, INDIANA 46032 CONTACT. STEVE CHURCHILL 12821 NEW MARKET ST., STE. 310 CARMEL, INDIANA 46032 PH: 18661 885 -3249 EXT. 901 FAX: 18661 885 -3249 REVISIONS: DATE: BY: I DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: L%IRCC�OTECTe AXIS ARCHITECTURE & INTERIORS PROJECT MANAGER: BRIAN C. SCHUBERT 618 E. MARKET ST, INDIANAPOLIS, INDIANA 46204 PH: 13171 264 =8162 FAX: 13171 264 =8165 0 12821 E. New Market Street Architecture Suite 301 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS www.schneidercorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 31410ov� CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke ©schneldercorp.com 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. © 2006, The Schneider Corporation APP `40T F ALIOPE, M0I - 11�- W /NDIANP.... DATE: 3/01/06 JOB No. 1238.052 G = TION FIDE NAME: N:\1238\052\DWGS\ClOO.DWG L�11�L/�1 SHEET OF 13 INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 SITE PLAN C102 GRADING, DRAINAGE- & UTILITY PLAN C103 PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C401 SANITARY SEWER PLAN & PROFILE C701 WATER PLAN C702 WATER DETAILS & SPECIFICATIONS C801 STREET AND STORM SEWER DETAILS C802 SANITARY SEWER DETAILS C803 —C804 STORMWATER POLLUTION PREVENTION DETAILS AND SPECIFICATIONS C901 SPECIFICATIONS CONTACT. STEVE CHURCHILL 12821 NEW MARKET ST., STE. 310 CARMEL, INDIANA 46032 PH: 18661 885 -3249 EXT. 901 FAX: 18661 885 -3249 REVISIONS: DATE: BY: I DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: L%IRCC�OTECTe AXIS ARCHITECTURE & INTERIORS PROJECT MANAGER: BRIAN C. SCHUBERT 618 E. MARKET ST, INDIANAPOLIS, INDIANA 46204 PH: 13171 264 =8162 FAX: 13171 264 =8165 0 12821 E. New Market Street Architecture Suite 301 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS www.schneidercorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 31410ov� CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke ©schneldercorp.com 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. © 2006, The Schneider Corporation APP `40T F ALIOPE, M0I - 11�- W /NDIANP.... DATE: 3/01/06 JOB No. 1238.052 G = TION FIDE NAME: N:\1238\052\DWGS\ClOO.DWG L�11�L/�1 SHEET OF 13 EX;—TREE - -- - - - -... _._,.. �....._e... ............,,............._... EX. STREET LIGHT TREE EX. 6" CHAIRBACK CURB � I 1 _ ... f- NORTHWEST CORNER OF BLOCK 'F' IN THE NLLAGE OF WESTCLAY, THE VILLAGE CENTER, PART 2, SEC110N 3001 -A EXISTING VILLAGE OF WESTCLAY SECTION 3001 —A THE VILLAGE CENTER PART 2,� I� BLOCK °F" Q III II II I II II I II I I II I ! �� 599'51 �5t "w T 22.90' cc-= III. III LAND DESCRIPTION PRUDENTIA DEVELOPMENT A part of Block "F" of the Village of WestClay, Section 3001 —A, Village Center, Part 2, the Secondary Plat of which is Recorded as Instrument Number m..... 199909969687, Plat Cabinet 2, Slide 363, in the Office of the Recorder, Hamilton County, Indiana, located in the Southwest Quarter of Section 28, -- - -' Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: _ Commencing at the northwest corner of said Block "F ", thence North 89 degrees 51 minutes 51 seconds East a distance of 221.82 feet to the northeast corner of said Block "F" thence South 45 degrees 08 minutes 09 seconds a distance of 41.03 feet to the Point of Beginning, thence continuing along the north line of Block "F" South 45 degrees 08 minutes 09 seconds East a distance of 71.08 feet; thence South 44 degrees 51 minutes 51 seconds West a distance of 77.75 feet; thence North 45 degrees 08 minutes 09 seconds West a distance of 71.08 feet; thence North 44 degrees 51 minutes 51 seconds East a distance of 77.75 feet to the Point of Beginning, containing 0.127 acres, more or less. U U c O s — 1; / cc CIN / � EX. 5' DU &SE ` _. fil EX. TREE ��`• ; ' EX. 6 CHAIRBAC�K , Off, 9'j if EX. 11 TREE „` � /; POINT OF 1 BEGINNING {{ ; EX. S EEC 1G11 1 r .. ' • O EX. ,TREE \ ` t9 • �' 5'x12° PLANTINt BED •, �` \ 14' WITH EXIS.II�IG TREE. PROPOSED �'� • ;':_ . ... � - -_ � � -� � � � . BbLDING PRUDENTIA DEV.— 1,992 S.F. ,• '� • ;.. .: EX. TREE fk EX. 6” �HAIRBACK CURB \� N. p PARCEL— 5,526 S.F. p < EX. STREET LIGHT '.: At G, 01 A EX. TREE ` \ \`. f Of A . 'u 'u \ JJ till �i M EX. TREE %6' \ 4Q' 0 0 Dm O no sue, { r \ { f >\R:, f f r VILLAGE )TC LA Y H'OU SE ` \ IF EX. STREET LIGHT r \ 1 r f i { `a 1 f ' f ` i `•t s� EXISTING VILLAGE OF WESTCLAY KHARASPA i 9 t� f f �T HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE SCALE: 1 "= 20 ' LOCAOUOT NOERVICE TWO (2) WORK NGND DAYS BEFORE COMMENCING WORK. c i l :1 I MA t'z /-� l_ N Cam) I t 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 10. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. Q 2' Chairback Curb and Gutter e C801 O Asphalt Pavement 6 cso� Oc Edge of Pavement Oo Concrete Service Walk csoi eHandicap Ramp C801 (D Trash Dumpster w/ Enclosure c801 (D Concrete Pad for Trash Dumpster �801 O Landscaping —Grass K�2 Q 2' Chairback Curb w /out Gutter �01 0 9' x 20' Parking Spaces — 35 �— Traffic Flow Arrow .......... . .... ....... ..... . --------- --------- . ..... . ..... . . . ........ ... NOTE: SEE ARCHITECTURAL PLANS BY �ExisnNC it � I� OTHERS FOR BUILDING DIMENSIONS AND "s' "F" EXACT LOCATIONS OF UTILITY SERVICE LINES. Pnaaxc iar — __. J _ _.. I auiLoir�c I IO - - -_ I \ I EXISTING VILLAGE ! _ _ I = I OF WESTCLAY �I � _ _ _ C � I [ EXISTING VILLAGE i �� irk I III COMMERCIAL— APARTMENT z � i OF WESTCLAY BUILDING #3 HELEN WELLS �� i rI BUILDING .... L.- DOCKET N0. TAC No. 10000075 STATE OF / 0 N A L DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schnei*der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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.: 03/01/06 1238.052 ,o CHECKED BY: 2E 0 SHEET TITLE: SITE PLAN � U LIJ XREF: 043— BS.DWG, 052— BS.DWG a XREF: SITEMEET, 1238043t.DWG XREF: MID— BS— VILLAGE.DWG SHEET NO.: Jo 0 OC oc 0 a. u. 44 0 z 0 2E w >z No. 10000075 STATE OF / 0 N A L DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schnei*der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: c� SHEET TITLE: SITE PLAN � U XREF: 020— BS.DWG, 026— BS.DWG XREF: 043— BS.DWG, 052— BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID— BS— VILLAGE.DWG SHEET NO.: z W O o a z Q) z � Q z t� H r --- 4 U w U �:D Q) a Q Cz DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \052 \DWGS \C101.DWG XREF: 020— BS.DWG, 026— BS.DWG XREF: 043— BS.DWG, 052— BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID— BS— VILLAGE.DWG SHEET NO.: STORM SEWER STRUCTURE DATA STR. # 104 CURB INLET TC=897.19 INV. IN 892.74 (18 NW) INV OUT 892.70 (18 )) S) STR. # 105 CURB INLET TC=897.12 INV. IN 892.88 (18 )) N W) INV OUT 892.88 (18 )) SE) STR. # 106 CURB INLET TC=897.68 INV. IN 893.48 (15 )) NW) INV OUT 893.23 (18 )) SE) STR. # 107 CURB INLET TC=897.67 INV. IN 893.93 (12 NW) INV OUT 896.68 (15 )) S STR. # 108 CURB INLET TC=898.50 10' STUB INV. IN 894.57 (12 )) NW) INV OUT 894.57 (12 )) SE) U U LL 0 1p, 0C t X_ x�x V�J > N X� <f 71: EX. 6" CHA[R9kKCURS _p :F V') f _)\xI. > , N > <IN, ? DU&SE EX. TREE ::L-- JE LECTR" > U`R_B Ex. 6" CHAIRBACK C' 151- 4 TREE < if I f > / __\ A%x STREET LIGHT OUTLE J\ f TC4�!.�i E IqTING VILLAGE n -\)iiA/P_qTr1 AY EX. TC=897.6- 4� EXISTING- VILLAGE PF - WESTCLAY -SECTION 3901 —A THE VILLAGE,_C_EN_TER PART 21 1, BLOCK F _4N + ASSUMED NORTH SCALE: 1 "= 20 ' HOLEY MOLEY SAYS DON'T DIG BLINDIn "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 N011FYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF _A� ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE X PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS BUILDING SQUARE FOOTAGE. 9. 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. 10. SERVICE WALKS SHALL BE NON—REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. PROJECT NO.: IEX T 3 EX, 11 .......... N.- + Aft %? New Sanitary Sewer 000 + ASSUMED NORTH SCALE: 1 "= 20 ' HOLEY MOLEY SAYS DON'T DIG BLINDIn "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 N011FYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF _A� ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE X PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS BUILDING SQUARE FOOTAGE. 9. 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. 10. SERVICE WALKS SHALL BE NON—REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. 7— Swale E Burried Electric T Burried Telephone Burried Gas Line DOCKET NO. — TAC PROJECT NO.: Existing Storm Sewer Aft New Storm Sewer .......... N.- Existing Sanitary Sewer Aft %? New Sanitary Sewer 000 Existing Contour x ELEV DESC Existing Elevation XREF: 020—BS.DWG, 026—BS.DWG w/ description XREF: 3001ABS.DWG, 3004BS.DWG New Pavement Grade XREF: MID—BS—VILLAGE.DWG All Other Finish Grades 0 Storm Structure Number Sanitary Structure Number C.O. Clean Out 1= Flow Arrow 0 6" Su surface Drain 7— Swale E Burried Electric T Burried Telephone Burried Gas Line DOCKET NO. — TAC TA NIN :;s ) ... 0" P N \ST`Ei�� No. 10000075 B -�O_ STATE OF 70NAL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED 13Y THE SCHNEIDER CORP.(2006)1 Schnei*der THE SCHNEIDER CORPORAWN 12821 E. New Market Street Suite 301 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 PROJECT NO.: 03/01/06 0 DRAWN BY: CHECKED BY. 2E 0 SHEET TITLE: GRADING & UTILITY C2) C.) LU XREF: 020—BS.DWG, 026—BS.DWG XREF: 043—BS.DWG, 052—BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID—BS—VILLAGE.DWG SHEET NO.: 0 0 1= WM 0 am UM am 0 V) LLJ z TA NIN :;s ) ... 0" P N \ST`Ei�� No. 10000075 B -�O_ STATE OF 70NAL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED 13Y THE SCHNEIDER CORP.(2006)1 Schnei*der THE SCHNEIDER CORPORAWN 12821 E. New Market Street Suite 301 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.: 03/01/06 1238.052 DRAWN BY: CHECKED BY. BET SHEET TITLE: GRADING & UTILITY C2) C.) N: \1 238\052\DWGS\Cl 02.DWG XREF: 020—BS.DWG, 026—BS.DWG XREF: 043—BS.DWG, 052—BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID—BS—VILLAGE.DWG SHEET NO.: (Cn(02 E4 0 z C:) Q) 0 4 D� E-4 ct rx:l �:D DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY. BET SHEET TITLE: GRADING & UTILITY PLAN DRAWING FILES: N: \1 238\052\DWGS\Cl 02.DWG XREF: 020—BS.DWG, 026—BS.DWG XREF: 043—BS.DWG, 052—BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID—BS—VILLAGE.DWG SHEET NO.: (Cn(02 .... ... . . ...... . . .... . ... I X f 7 V , lk </ 11Xf I I '1z j I f f i < \ > ***4 ♦ -"00 MAINTAIN GRAS' FILTER STRIP= ♦\ f *40, *4"* LL 1414� '14k . ....... . �v 01 Y 0� rf EXI TING ( ... . . ... ...... lk, GR� SS —� �I = , . . ..... . ... . WARNING EXISTING t + GRASS THIS SHEET TO BE USED FOR STORMWATER ( I�\ {_ - -:.,. _ POLLUTION PREVENTION PURPOSES ONLY. FOR ANY �X - -�- f OTHER INFORMATION SEE DEVELOPMENT PLAN. . . . ........ ... Q10 PRE 1.3 cfs .... . . ...... � I -11 SEE SHEETS C803-804 FOR ALL STORMWATER POLLUTION PREVENTION PLAN DETAILS & NOTES 11 U U (D O Q0 O Ln O CC) Q10 Post=6.6 cfs LAIb I INU GRASS :1 — _____`_- _-: :.a.1 G EXISTING VILLAGE �_ _ ., _. ..._w _ ___ � t - f - OF WESTCLAY A COMMERCIAL- APARTMENT z . ........ . .. . fr ;f f 3 _ t_,}• I BUILDING #3 ff \ fJ f f f; fr 1 r _ - _ � �j � � ! F 'k ASSUMED NORTH SCALE: 1 "= 20 ' HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CAL 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. IL]��sl� L3�Il� Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1-9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C804 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. RECEIVING WATER=ELLIOT CREEK 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 ,OFFICE OR HCSWCD INSPECTOR HATCH PATTERN DENOTES TEMPORARY SEEDING 03101106 HATCH PATTERN DENOTES PERMANENT SEEDING c� HATCH PATTERN DENOTES EROSION CONTROL BLANKET Cz CURB INLET SEDIMENT BARRIER (TYP) SHEET TITLE: BEEHIVE INLET PROTECTION C2) DANDY BAG OR EQUAL (TYP) LU STRAW BALES (TYP) IL SILTATION FENCE XREF: SITEMEET, 1238043t.DWG CONSTRUCTION LIMITS Ts TEMPORARY SEDIMENT FILTER/BARRIER NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1-9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C804 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. RECEIVING WATER=ELLIOT CREEK 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 ,OFFICE OR HCSWCD INSPECTOR \\%W1 I I I I I III////// x\ z t47/z T Z/z .......... G\STE RF.1 No. 10000075 -;0- STATE OF 0 I A�A n:6o .......... /0N& I I I I I111111\0 1 /31_� L."'.- DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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 03101106 0 c� CHECKED BY: Cz SHEET TITLE: PRE - CONSTRUCTION STORMWATER C2) Q.) LU XREF: 020-BS.DWG, 026-BS.DWG IL XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID-BS-VILLAGE.DWG mi 0 0 cc cc 0 IL LL IL 0 Gi C), 2E �T7 � �o z \\%W1 I I I I I III////// x\ z t47/z T Z/z .......... G\STE RF.1 No. 10000075 -;0- STATE OF 0 I A�A n:6o .......... /0N& I I I I I111111\0 1 /31_� L."'.- DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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.: 03101106 1238.052 DRAWN BY: CHECKED BY: Cz SHEET TITLE: PRE - CONSTRUCTION STORMWATER C2) Q.) N: \1 238\052\DWGS\Cl 03.DWG; XREF: 020-BS.DWG, 026-BS.DWG XREF: 043-BS.DWG, 052-BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID-BS-VILLAGE.DWG SHEET NO.: Cn(03 E--4 � �T7 � �o z 7 E-1 ctS F4 i---� U E4 w U w� DATE: PROJECT NO.: 03101106 1238.052 DRAWN BY: CHECKED BY: BET SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLO DRAWING FILES: N: \1 238\052\DWGS\Cl 03.DWG; XREF: 020-BS.DWG, 026-BS.DWG XREF: 043-BS.DWG, 052-BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID-BS-VILLAGE.DWG SHEET NO.: Cn(03 z 2 0 Q0 0 0 /i'� II `0i 0 >u 7) O rr; J. i V _ I f \, : z ri . ( \tom '�;, ff t l i _..•r �'±1 / \ F,. `.,` ( ., \'. , t J ' tom`',. .``' \. i r . \\ (ff,Jt r f ,� ``�. <' `` \``+mil �`_i;'f/ �•� \`., ` _ :�`/ � r ` '� t� f r � \ JffF f Jf `\ \ \ \\ \ - �� \ \` -- .f� • f. ''e, \t; if • �•�` \,\ J If ASSUMED NORTH SCALE: 1 "= 20 ' 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 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. a- Existing Storm Sewer Auk ... ...... ._ r ; , New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour IAJ II Irk ...... . . . . �� .l .'. . . . '.. '.. . . . . . . ' . �f . , . • . HATCH PATTERN DENOTES TEMPORARY SEEDING I� _ - -O EQU L ...... .. ... I•7. f '\ �`:;`. �•f•' II • • • • • ! \ \ .' ��r r' /f HATCH PATTERN DENOTES PERMANENT SEEDING • • • • • • • • • • o • • • • • • • • • /_ HATCH PATTERN DENOTES EROSION CONTROL BLANKET - .. .... .... \ ....* -� - CURB INLET SEDIMENT BARRIER (TYP) •....... .•.'.'. ... ` BEEHIVE INLET PROTECTION I� . . ... I� ........... ....... ` DANDY BAG r� ...... .... ..� R EQUAL ..... ��....'.•....•..•.. . ' '.'... '� '' ' - _ - -- s _ -� i DANDY BAG OR EQUAL (TYP) \ I ....... .. i ... . . J,f,f J .......... .... ,.: STRAW BALES (TYP) ' : ....... E '.: f \ -- SILTATION FENCE CONSTRUCTION LIMITS I• • �. `' - TS TEMPORARY SEDIMENT FILTER /BARRIER . . . . . . . . WARNING _ __ _ ..... �� . ,u• . •x::�. .... :' THIS SHEET TO BE USED FOR STORMWATER j�•.�.•� . . . • r•. - � �� X. } .1: mss.,: i� w \ ✓ f .... ..... .. .... ... .:..,.�� .. �. I NOTE POLLUTION PREVENTION PURPOSES ONLY. FOR ANY — - • • • • • • �::'�•,� �. ; *�` ,.r,. �:�.�. • • • F__ MO OTHER INFORMATION SEE DEVELOPMENT PLAN. I i�.�.�.• — •'•' yr : +' ' ' ' �� ` � _ .. . _ EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS • 'J 1 -9 OF J PECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES ��•��" �'�� "-�`��`` " ..... ... �'�� ... �. Y...... �� ON C804 HAVE BEEN _ :• �- '�� r- ;;x,;:•�ti =�: • = COMPLETED IN ADDITION TO ITEMS DEPICTED ON •'1 • ~Y PLAN. SEE SHEETS C803-804 FO R ALL STORMWATER �:• � J POLLUTION PREVENTION PLAN DETAILS & NOTES • •••� — — �' ��`�" ' • ' r' .�• i' I �•�' =• NOTE: -- '1 - t�� }r•, II RULE 5 REQUIRES ALL DISTURBED AREAS THAT ..... .. I — — — ... _...w.. _ WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE • • • j sY ~'� ' {� TO BE STABILIZED SEEDED, MULCHED, ETC. • . I • • • • • • ' �._._ _....,.....w.. ..•,....._. _. . A LY. •r. RECEIVING WATER=ELLIOT CREEK .......... ......�I.•..., y�.:s ,�,',•, • I ......II... — — I - _ _e ._ — - CONTACT PERSON: ••• •. I KEVIN KRULIK ......II...� ___ - -_ -- __ -- _ _ _ __ _ __ _ � ............._. _ BRENWICK DEVELOPMENT • • • • • • • •,: Ih� 3 E. NEW MARKET ST., SUITE 200 ..... ... ,� 12821 ..... II _ • — �� .' 3 CARMEL, IN 46032 r I I ..... ... {.•T` VILLAGE - __. I _. _.,.... W,....... 1 .rw• � 1 ____ .• j.,r.�i ' OF WE S TC L A Y .... ... y�� ..xe I NOTE: ......... +.= KHARA SPA �� I ADDITIONAL STORMWATER POLLUTION ... _ ............n ..... } _ �.. - • • • I �" g; I PREVENTION MAY BE REQUIRED IN THE III _ _......., - -- - Ww_.•. _ _ ! �l FIELD BY HAMILTON COUNTY SURVEYOR'S � ---a �.s �::�.. :4.3I;I:Vµ:lI:1::In4 �I:r �..::; .— •- _F__..: __. _.._'�__ j _. .... _W.._W_ ..•.....,. OFFICE OR HCSWCD INSPECTOR - -------- ti I I , — °- - °__....__..._.._._. ._........_.__. b =1.... e I EXISTING VILLAGE j( OF WESTCLAY f E COMMERCIAL- APARTMENT ..... .... . .... BUILDING #3 W T..B(�'''' %% `��P�ISTERF No. _10000075 ?� STATE OF N P . � ��i /i /11ultNllttull\\�\ \\\` DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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 03/01/06 0 t� — 2E V SHEET TITLE: STORMWATER POLLUTION PREVENTION PL14N DRAWING FILES: LU XREF: 020- BS.DWG, 026- BS.DWG XREF: 043- BS.DWG, 052- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG �o (Cn(04 �V O 1c cc o a. LL a� Q O z 0 Cn w T..B(�'''' %% `��P�ISTERF No. _10000075 ?� STATE OF N P . � ��i /i /11ultNllttull\\�\ \\\` DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: cc� SHEET TITLE: STORMWATER POLLUTION PREVENTION PL14N DRAWING FILES: N: \1238 \052 \DWGS \C104.DWG XREF: 020- BS.DWG, 026- BS.DWG XREF: 043- BS.DWG, 052- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: (Cn(04 0 O ,� r I� zzo U w U w� r-i 1� Cid DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION PL14N DRAWING FILES: N: \1238 \052 \DWGS \C104.DWG XREF: 020- BS.DWG, 026- BS.DWG XREF: 043- BS.DWG, 052- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: (Cn(04 �� z� n' �� .. cn o .. _ Q0 CD cc o rw `^ m `^ ' � o u ^/ p� r* EXISTINGI I N[�8� ----- VVS |CL-A | THE VILLAGE ' 1/-\l BL 11 ut FF 915 �8 |U |U |U 41 LLAGE /� - /U ,TON 30q1—A-----_-� _N [R F RT 2� --- --�| |U n n v � | -------� / CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: (Village of WestClay — Structure number) v, _ SANITARY SEWER PLAN k I '06*16,1 WN3 & FINAL BACKFILL FOR WATER MAINS WATER SERVICE LATERALS SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5-FEET OF PAVEMENT SHALL TBM �44 STRUCTURAL B-BORROW FOR STRUCTURAL BACKRLL MEETING THE « MATERIAL REQUIREMENTS OF THE |NDOTAND SHALL BE USGS BENCHMARK COMPACTED IN 6-INCH MAXIMUM LIFTS T0 NOT LESS THAN CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT STANDARD �NDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH ' OF THE MATERIAL PLACED. THE BACKF|LL FOR THE TOP 8- EAST SIDE HOOVER RD. ±100 SOUTH OF CLAR|DGE INCHES OF THE EXCAVATION BELOW THE START OF THE FARM ENTRANCE. AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE |NDOT ELEVATION - 893'39 AND SHALL BE COMPACTED T0 NOT LESS THAN 05 STANDARD PROCTOR DENSITY. IF THE STANDARD PRAC110E OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKF|LL | nrou|nrwEwr THE woRF snp|woFwTnFo|/|nFu�mrsnm/ | Existing Grade Sheet "DON,T l TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO Precast Reinforced Concrete Manhole CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS DIG 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE BLIND n Service Connection for Main Sewer Wye & Lateral Capping Detail PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A . STANDARDS FOR WORKER SAFETY. =4*m= 00— C:) SHEET NO.: 3. |T SHALL BE THE CONTRACTORS RESPONSIBILITY T0 FIELD Cn L'i Cn VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION 900 CD BEGINS. ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. CL CC 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE 0 NEAREST DOWNSTREAM MANHOLE. (MH) "IT'S THE -W» h ' vYES AND LATERALS T0 BE 8^ PIPE UNLESS OTHERWISE C^u- 2 omRmwG DAYS BEFORE YOU DIG SPECIFIED. �_K��--��K�«�.~�� « �� "�"� 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) CALL TOLL FREE FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR PER INDIANA STATE LAW |S-00-1001. EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE IT IS AGAINST THE LAW T0 EXCAVATE LOT, WHICHEVER IS GREATER. BUT IN NO CASE SHOULD THE WITHOUT NOTIFYING THE UNDERGROUND END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO LOCATION SERVICE TWO (2) WORKING THE BUILDING UwE ' UNLESS NOTED OTHERWISE. THE END OF DAYS BEFORE COMMENCING WORK. ' THE LATERAL SHALL BE PLUGGED OR CAPPED UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING UmE, UNLESS OTHERWISE NOTED. | & FINAL BACKFILL FOR WATER MAINS WATER SERVICE LATERALS SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5-FEET OF PAVEMENT SHALL TBM �44 STRUCTURAL B-BORROW FOR STRUCTURAL BACKRLL MEETING THE « MATERIAL REQUIREMENTS OF THE |NDOTAND SHALL BE USGS BENCHMARK COMPACTED IN 6-INCH MAXIMUM LIFTS T0 NOT LESS THAN CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT STANDARD �NDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH ' OF THE MATERIAL PLACED. THE BACKF|LL FOR THE TOP 8- EAST SIDE HOOVER RD. ±100 SOUTH OF CLAR|DGE INCHES OF THE EXCAVATION BELOW THE START OF THE FARM ENTRANCE. AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE |NDOT ELEVATION - 893'39 AND SHALL BE COMPACTED T0 NOT LESS THAN 05 STANDARD PROCTOR DENSITY. IF THE STANDARD PRAC110E OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKF|LL | nrou|nrwEwr THE woRF snp|woFwTnFo|/|nFu�mrsnm/ | � �---__- '---_ -''_ REQUIREMENT SHALL � GOVERN. � 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES � IN SEPARATION REQUIRES CONCRETE ENCASEMENT. � � n. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY 5TREETS, REGARDLESS OF THE JUR|SD|C11ON 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. 12. BEDD|NG, HAUNCH|NG AND INITIAL 8ACKF|LL MATER|ALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER | _�Enmr- � /Arrnx/s Sum/rupvuu/un AND SAu/TAnvSEnmrr | � � _�---_--- ---- _--.. _-~-~ ~...... LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE | SCALE.- 1 "=50' 915 LIJ 910 Existing Grade Sheet Detail Number Description C802 1 Precast Reinforced Concrete Manhole C802 2 Sanitary Trench & Embedment Detail C802 C802 1 3 4 Service Connection for Main Sewer Wye & Lateral Capping Detail LU ""') CO CO =4*m= 00— C:) SHEET NO.: Cn >< Cn L'i Cn 900 CD ><M uj=:) L.LJ 900 ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. � �---__- '---_ -''_ REQUIREMENT SHALL � GOVERN. � 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES � IN SEPARATION REQUIRES CONCRETE ENCASEMENT. � � n. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY 5TREETS, REGARDLESS OF THE JUR|SD|C11ON 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. 12. BEDD|NG, HAUNCH|NG AND INITIAL 8ACKF|LL MATER|ALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER | _�Enmr- � /Arrnx/s Sum/rupvuu/un AND SAu/TAnvSEnmrr | � � _�---_--- ---- _--.. _-~-~ ~...... LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE | SCALE.- 1 "=50' 915 LIJ 910 Existing Grade CID 910 Cn -4- 00 co 00 CHECKED BY: CD r.,51-1 CD 00 00 -co Z*Ico 905 CD co 905 Cn >< l-: Li LU ""') CO CO =4*m= 00— C:) SHEET NO.: Cn >< Cn L'i Cn 900 CD ><M uj=:) L.LJ 900 >4 ------- CL CC 89 895 890 1 1 890 202 0.45% 885 8"PVC 885 875 SANITARY SEWER PROFILE LJ��[�� ^ � ''__.��» | |��|��_ | --��J SCALE:- `^ Vp =53 - F69 msm 875 Existing Grade 03/01/06 Granular Backfill New Grade LJ��[�� ^ � ''__.��» | |��|��_ | --��J SCALE:- `^ Vp =53 - F69 msm 875 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER COPYRIGHTED BY THE SCHNEIDER CORP.(2006)1 U� �m��w�"� �� N��i�_�� THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 03/01/06 0 DRAWN BY: CHECKED BY: ct SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: LU CL SHEET NO.: C40n CL CC 0 LLJ THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER COPYRIGHTED BY THE SCHNEIDER CORP.(2006)1 U� �m��w�"� �� N��i�_�� THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: ct SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1 238\052\DWGS\C40l.DWG SHEET NO.: C40n Cz DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1 238\052\DWGS\C40l.DWG SHEET NO.: C40n U U �D CD CN 'I-, Cl\ cc IV I / / fl ' 17 f 11 41 NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. , , kl I f I \ x < \f < EXISTING V1 LLAGE r) E' I A IF (7� T('*' I A V 4P ASSUMED NORTH SCALE: 1 "= 30 ' 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 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. 111910140", -1 0-01,21110A Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer W y New Water Line .. .. ... ... .... ..... ...... . ... ...... . Existing Water Line Ductile Iron Pipe Water Service Lateral viol 1. SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C702. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. THERE ARE TO BE NO VALVES LOCATED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18' ABOVE WATER MAIN. 6. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5—FEET OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5—FEET OF PAVEMENT SHALL BE B—BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED IN 6—INCH MAXIMUM 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 SUBBASE OF THE PAVEMENT SHALL BE NO. 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 FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7. 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. NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALLED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. 7/z T. z ZZ No. 10000075 -�O- STATE OF /0 N A L "k/G/ DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2006]) Schne'ilder THE SCHNEIDER CORPORAT10N 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fa x: 317.8 2 6.6 410 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.: 03/01/06 0 DRAWN BY: CHECKED BY: 2E (a) SHEET TITLE: WATER PIAN DRAWING FILES: N: \1 238\052\DWGS\C70l.DWG LU XREF: 043-BS.DWG, 052-BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID-BS-VILLAGE.DWG SHEET NO.: (C7(Dn 0 0 1= cc 0 am LLI 1L 0 �D CIO LLJ 7/z T. z ZZ No. 10000075 -�O- STATE OF /0 N A L "k/G/ DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2006]) Schne'ilder THE SCHNEIDER CORPORAT10N 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fa x: 317.8 2 6.6 410 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.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: CIO SHEET TITLE: WATER PIAN DRAWING FILES: N: \1 238\052\DWGS\C70l.DWG XREF: 020-BS-DWG, 026-BS.DWG XREF: 043-BS.DWG, 052-BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID-BS-VILLAGE.DWG SHEET NO.: (C7(Dn �D 0 C:) -4 (1) '7 CdE, �4 �4 r z Fr q r---1 Cz DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: BET SHEET TITLE: WATER PIAN DRAWING FILES: N: \1 238\052\DWGS\C70l.DWG XREF: 020-BS-DWG, 026-BS.DWG XREF: 043-BS.DWG, 052-BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID-BS-VILLAGE.DWG SHEET NO.: (C7(Dn z Q0 CN O L0 C 00 O - ;n 0 00 WATER MAINS 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. Cost 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 tapped tee or tapping saddle. Water service lines should be marked on curbs with a stomped "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 same 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 made 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. MINIMUM O.D. + V -0" BACKFILL ice/ BLOCKING FOR TEES & WYES PIPE SIZE x/I LL_J SQ. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SO. FT.) \�% � WITHIN 5 AND UNDER PAVEMENT: FINAL BACKFILL SHALL 45' BEND 22 1/2- 11 1/4- j��i V) BE B— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO 25 14 7 4 NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW 16 12 16" w AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE \j 5 3 \� o (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD O.D. of %\ 1' -0" Min. 12" / / PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF WATERMAIN� WARNING TAPE 10" JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 1o" 4 7 1 4 2 1 12" OF SAND BEDDING 42' 7 8" 3 5 MECHA DIG OUT EACH JOINT. PIPE TO REST ON FIRM EARTH TYPICAL WATER MAIN- INSTALLATION- :EVE do VALVE SUNDER PRESSURE W W '\— EXISTING MAIN CONNECTION. TO EXISTING MAIN. OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' & 11 1/4' BENDS. LAN STRAP IRON ANCHORS 2' WIDE x 1/2' THICK 'C' OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' & 45' BENDS. PLAN 3/4 "x18" —I I •� • r 1 0 ANCHOR BOLTS I .' •. + o a (4 REQ'D) =I ��" ,4 z M".' 5" DIAM. WASHER, 1' THICK ANCHOR BLOCK TO BE OF CLASS "B" CONCRETE OUTSIDE FACE AREA AS NOTED DOWNWARD BEND IN TABLE. SECTION "C —C" SET TOP FLUSH WITH FINISHED GRADE POST —CAP OR EQUIVALENT TO BE TU ADJUSTABLE VALVE BOX INSTALLED ON ALL VALVES ;;� > WATER MAIN TRAILER WIRE GATE VALVE AND BOX- Ll1 -III -I I I -I 1 1 -1 1 1 III I 'C" OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. — FOR PLUGS. PLAN SECTION "D —D" N OTE: 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 SQ. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SO. FT.) PLUG 90' BEND 45' BEND 22 1/2- 11 1/4- 20' 16 25 14 7 4 20" OR 16" 16 12 16" 12 16 9 5 3 1 7 1 1' -0" Min. 12" 7 9 5 3 2 10" 12" 14" 1o" 4 7 1 4 2 1 12" OR LESS 42' 7 8" 3 5 3 2 1 1" Bend 8 4 6" 2 3 2 1 1 1 " 45" 4" 2 3 2 1 1 4" 21' DETAIL - CONCRETE BLOCKING TYPICAL UTILITY CROSSING c of L ' m C C i p b m f + o1 u �I �= N p y U m x U 1 L 3 1 _ H is o ° a a C3 V. Lo I P. a 1 qI'd , co ° •. •a. .. a� 1 a a n 0 n C, :7 + ; I n `v.4. ri .r y � ci o v m , Q A a u ti � 7 0. m c � 9 o b_ 1 bb C BLUE REFLECTOR -FIRE HYDRANT MARKER DETAIL 3' -0 " PRESSURE PIPE JOINT RESTRAINT TABLE 1238.052 I ...a . 6'Vclve Box Installed Under The Topping Sleeve Length Of Pipe To Be Restrained Existing Water Main CC a.. SHEET NO.: C7(D See Trench Detail In Each Direction From 114 Of Bend �0 For Backfi// Requirements � Based On 150 PSI Test Pressure A , c cc Degree �i 0 valve J 4 Q 1' -0" Min. 4 4 New Water Main Of Bend ,- 8" 10" 12" 14" 16" 18" 20" 24" 30" a. 27' 35' 42' 50' 58' . y 80' 95' 115' & Plugs Bend Length And Fittings w \ vvv vvvv/ O C varies o o° ° VV o 0 0 o i 45" 7' u c of L ' m C C i p b m f + o1 u �I �= N p y U m x U 1 L 3 1 _ H is o ° a a C3 V. Lo I P. a 1 qI'd , co ° •. •a. .. a� 1 a a n 0 n C, :7 + ; I n `v.4. ri .r y � ci o v m , Q A a u ti � 7 0. m c � 9 o b_ 1 bb C BLUE REFLECTOR -FIRE HYDRANT MARKER DETAIL Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TT 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. 3' -0 " PRESSURE PIPE JOINT RESTRAINT TABLE 1238.052 Existing Water Main 6'Vclve Box Installed Under The Topping Sleeve Length Of Pipe To Be Restrained Existing Water Main CC L SHEET NO.: C7(D See Trench Detail In Each Direction From 114 Of Bend �0 For Backfi// Requirements � Based On 150 PSI Test Pressure A , c cc Degree �i 0 valve J 4 Q 1' -0" Min. 4 4 New Water Main 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 Bend Length And Fittings w \ vvv vvvv/ As Required varies o o° ° VV o 0 0 o i 45" 7' 9' 11 13' 15' 17' 19' 21' 24' 29' 22 -1/2' 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11 -114' 1 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TT 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. Notes: 1) Megolug 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 Curb Box W1 th Co ver C h Curb Stop \--Concrete Block 17 \ Corporation Stop Mueller H- 15008, Or Equal Water Main Double Strap Service Saddle 'k Length — Varies 1 ' .t (Verify) Copper Service Line Service Saddle Must Be Omitted For Services I" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (verify With Owner For Pressure Class DIP.) q) .c NOTE• 0 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 Tap Shall Be Installed With A Min. Horz. Seperation Of 24" 4) 2 inch tops and smaller shall not be installed within 18 inches of mochanical joints and bells. 0 Mueller Centurion A -423 Painted 'Safety Yellow" 3' -0 " New Pipe Shall Be 1238.052 Existing Water Main 6'Vclve Box Installed Under The Topping Sleeve Min. Existing Water Main CC L SHEET NO.: C7(D See Trench Detail o �0 For Backfi// Requirements � A , c cc =0 �i 0 valve J 4 Q 1' -0" Min. 4 4 New Water Main Existing Water Main %� , Varies "] z � 4 / , vvvvvvvvvvv i 1 e 4 vvvvvvvvvv 12" Min. ` /vvvvvvvvvvv vvvvvvvvvv / 44 4 4 4 4 x x Tee vvvvvvvvvvv ° ° ° ° New Water Main Q � a x X X' vvv �vvvv vvv Tee — M. J. Hydrant Assem Restrained vvv vvv Bend Length And Fittings w \ vvv vvvv/ As Required varies o o° ° VV o 0 0 o i Bed Pipe In Specified Granular Bedding Material Hand Tomped In Note: All Joints Shall Be 6" Layers To Pipe Centerline Restrained Except Bedding Material Sho /l Conform In Run Of Tee. To INDOT 903.02, Size No. 8 Notes: 1) Megolug 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 Curb Box W1 th Co ver C h Curb Stop \--Concrete Block 17 \ Corporation Stop Mueller H- 15008, Or Equal Water Main Double Strap Service Saddle 'k Length — Varies 1 ' .t (Verify) Copper Service Line Service Saddle Must Be Omitted For Services I" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (verify With Owner For Pressure Class DIP.) q) .c NOTE• 0 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 Tap Shall Be Installed With A Min. Horz. Seperation Of 24" 4) 2 inch tops and smaller shall not be installed within 18 inches of mochanical joints and bells. 0 Mueller Centurion A -423 Painted 'Safety Yellow" Notes: 1. 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. J. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Deportment 4. All valves must include Posy .-Cap or equivalent 5. Hydrant Valves must be restrained to the tee with either all thread, or an anchoring tee. 3' -0 " 03/01/06 1238.052 DRAWN BY: 6'Vclve Box 20 0 Min. `J CC L SHEET NO.: C7(D 1b o �0 � c cc =0 a� 6" Gate Va /ve Q J 4 Q 1' -0" Min. 4 4 cfi z 0 L LJ z � 4 z 0 Water Main e 4 Bedding Material Conforming To 44 4 4 4 4 x x a 44 INDOT 90J. 02, Size No. 8 Q � a x X X' One 8 "x8 "x16" So lid Conc. Block Or 6'Min. Tee — M. J. Hydrant Assem Restrained Class'B" Concrete Length And Fittings w Base On Undisturbed As Required ground. Notes: 1. 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. J. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Deportment 4. All valves must include Posy .-Cap or equivalent 5. Hydrant Valves must be restrained to the tee with either all thread, or an anchoring tee. T. N o. 10000075 - STATE OF %O��` AND I AN P %SS/0NAL /Ilu�unnlllnn��a� DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. 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.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: 20 0 WATER DETAILS `J CC W SHEET NO.: C7(D NI■ �0 0 cc =0 a� CLIIIIIIM 0 cfi z 0 L LJ z C z T. N o. 10000075 - STATE OF %O��` AND I AN P %SS/0NAL /Ilu�unnlllnn��a� DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. 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.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: BET SHEET TITLE: WATER DETAILS `J DRAWING FILES: N: \1238 \052 \DWGS \C702.DWG SHEET NO.: C7(D � w � c.H z C z Z Z I--I � W Q E—+ CIO r---� Q4 E-1 U w U DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: BET SHEET TITLE: WATER DETAILS AND SPECIFICATIONS DRAWING FILES: N: \1238 \052 \DWGS \C702.DWG SHEET NO.: C7(D U U z CL 0 CD c\ 00 cc u; c� 13 / 0 cc GREATER THAN 5' FROM PAVEMENT: FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. 1/2 TRENCH DEPTH MIN. ---- - - - - -- ,.L, alp, ..I►, JSOIL w PLACEMENT ° U z w 12" MIN. - B- BORROW 1' 4' 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 1 BEDDING ............ ........... 1. rl. 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.- (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12" �Z� No. 8 STONE STORM SEWER TRENCH 8c PIPE EMBEDMENT DETAIL rl,3 cao, O D O O G O O OOOO�lOO =10M017=10 0 0 0 0 0 0 0 NO. 3405-A NEENAH CASTING "DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT T.C. ASPHALT o' 24" OPENING .Q�"A � NOTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE I I IT OF THE CASTING FRAME. I I I I STANDARD REINFORCED CONC. BASE NOTE: STRUCTURES SHALL PROVIDE X IF X< 48" THEN PRECAST INLETS WITH PRECAST OPENINGS. PLAN PAVED AREA INLET DETAIL K�l 4 rarn STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T.C. NO. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT .D. OPENING .Q"4 NOTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART I OF THE STRUCTURE EXTENDS UNDER I I THE MAINLINE PAVEMENT BEYOND THE I LIMIT OF THE CASTING FRAME. I I I I . ..� .... ... d.Q "p o STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. r15 CHAIRBACK CURB INLET D R CONCRETE CAP IMETER STEEL FENCE POST WITH CLASS A CONCRETE LOW PAINT IN ACCORDANCE WITH 909.04 EXISTING ASPHALT PAVEMENT )IAMETER, CLASS A CONCRETE PIER BOLLARD DETAIL 9 C801 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 KT ° C801 NO SCALE 2' CHAIRBACK CURB 12" CONCRETE BLOCK WA w/ BRICK EXTERIOR & CONCRETE CAP (7.5' TALL 14.0' SERVICE DOOR L1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 PARKING LOT PAVEMENT SECTION � Cam/ OF FA 4' -0" PLAN VIEW 6' -0" SEALED EXPANSION JOINT 1 1/2"R MAX. 1:12 SLOPE PAVEMENT _ =1IT, II =1TI ,111, .111 _ = III —I CONCRETE CURB 8" SECTION A —A — C lV1YV1 \L IL i nv PARKI 1' ( 2' CHAIRBACK CURB (O a d r12 SWINGING TRUCK ENTRANCE GATES w/ C801 ASPHALT DRIVE d. a d "NO PARKING" SIGNS ON EACH DOOR CONCRETE PAD ASPHALT DRIVE i.� _I 14.0' l TRASH DUMPSTER DETAIL p c� NOT 12" • ! I. T�- I RED - ILLUMINATING TAPE (LETTERS) WHITE - ILLUMINATING TAPE (BACKGROUND) RED - ILLUMINATING TAPE (ARROW) RED - ILLUMINATING TAPE (BORDER) NO PARKING SIGN DETAIL 12 NO SCALE C801 WHEELCHAIR RAMP DETAIL Sao, SEE PLAN - - - - - - - - - - - - X IF X< 48" THEN I I I I I I I 1 I I 6' -0" SEE PLAN I L— 2- SLOPE OF FLARED STREET AND STORM SEWER PLAN of LL SIDE SHALL NOT \�l�!�;� EXCEED 1:12 COMPACTED FILL •� \�� CONCRETE 2500 PSI MINA O- wLL 6X6X10/10 WWF O m' Ld DUMPSTER PAD �.� O o� OC a BETWEEN 5' -0" Q D '... .0.I -- • . < elf z 0 TRANSVERSE JOINTS w O zj..4 Q) z � w� z 1:10 1:10 A 4' -0" PLAN VIEW 6' -0" SEALED EXPANSION JOINT 1 1/2"R MAX. 1:12 SLOPE PAVEMENT _ =1IT, II =1TI ,111, .111 _ = III —I CONCRETE CURB 8" SECTION A —A — C lV1YV1 \L IL i nv PARKI 1' ( 2' CHAIRBACK CURB (O a d r12 SWINGING TRUCK ENTRANCE GATES w/ C801 ASPHALT DRIVE d. a d "NO PARKING" SIGNS ON EACH DOOR CONCRETE PAD ASPHALT DRIVE i.� _I 14.0' l TRASH DUMPSTER DETAIL p c� NOT 12" • ! I. T�- I RED - ILLUMINATING TAPE (LETTERS) WHITE - ILLUMINATING TAPE (BACKGROUND) RED - ILLUMINATING TAPE (ARROW) RED - ILLUMINATING TAPE (BORDER) NO PARKING SIGN DETAIL 12 NO SCALE C801 WHEELCHAIR RAMP DETAIL Sao, 3" OF TOPSOIL 6" BACKFILL 24" 6" 1 18" 3/4„ D. - .'.' D 24" COMPACTED SUBGRADE 2' CONCRETE CHAIRBACK 1 C801 CURB AND GUTTER 6" 24" 6" 18" 3" OF TOPSOIL EARTH l ll ll �:1 1 °• `1' BACKFILL II —I N =III .:•..�..'....':.:' '... ".�• ::.�':'.•.':•.'..-•.. III -� — .•• :. •. .. • .. .. • • .. . •. . . II�III" III •:: �.:•..�' �' � .- :..�.�"•� :: �•�".�. • ••.. 11-11- ' • . .. '. • #53 COMPACTED STONE BASE ° O• o O• o O o O• o O• o O• o O• o O o O• o O• o O• o ° O o O• 000 • 000 .000.000.000.000.000. 000 • '00 • O 0 p • 0° O• o 0 0• 0 0 0• 0 0 0. 0 0 0• 0 0 0. ° 0. 0° 0. 0° 0. 0° 0.0 O. 0° 0.000.000.000.000.0 °O e24 "o °O o °0.0°0.0 °0 0° 0.0 ° 0 , 0 ° 0 ° ° ° ° ° ° ° 0 . 0 00 . 000. 0 00 . 0 00 • 0 00 • 0 00 • 0 00 , 0 00 • 0 00 '000 • 000, 0 0 • p °O • 0 °O . 0 °O . 0 °O • 0 °O p °0 . p o0 • 0 00 . 0 00.0 °O . 0 °O 0 0 0 0 °0. 00. 00. 00 00. 2' CONCRETE CHAIRBACK CURB 2 (WITHOUT GUTTER)C801 Li SEE PLAN - - - - - - - - - - - - Z I I I I I I I 1 I I I I 1 I I I I I I I SEE PLAN I L— 2- I -- - - - - -- —J 21ONG #3 BARS, EACH CORNER STREET AND STORM SEWER PLAN of LL DJ LJ� \�l�!�;� ASPHALT PAVING COMPACTED FILL •� \�� CONCRETE 2500 PSI MINA O- wLL 6X6X10/10 WWF O SECTION CONCRETE DUMPSTER PAD 3" OF TOPSOIL 6" BACKFILL 24" 6" 1 18" 3/4„ D. - .'.' D 24" COMPACTED SUBGRADE 2' CONCRETE CHAIRBACK 1 C801 CURB AND GUTTER 6" 24" 6" 18" 3" OF TOPSOIL EARTH l ll ll �:1 1 °• `1' BACKFILL II —I N =III .:•..�..'....':.:' '... ".�• ::.�':'.•.':•.'..-•.. III -� — .•• :. •. .. • .. .. • • .. . •. . . II�III" III •:: �.:•..�' �' � .- :..�.�"•� :: �•�".�. • ••.. 11-11- ' • . .. '. • #53 COMPACTED STONE BASE ° O• o O• o O o O• o O• o O• o O• o O o O• o O• o O• o ° O o O• 000 • 000 .000.000.000.000.000. 000 • '00 • O 0 p • 0° O• o 0 0• 0 0 0• 0 0 0. 0 0 0• 0 0 0. ° 0. 0° 0. 0° 0. 0° 0.0 O. 0° 0.000.000.000.000.0 °O e24 "o °O o °0.0°0.0 °0 0° 0.0 ° 0 , 0 ° 0 ° ° ° ° ° ° ° 0 . 0 00 . 000. 0 00 . 0 00 • 0 00 • 0 00 • 0 00 , 0 00 • 0 00 '000 • 000, 0 0 • p °O • 0 °O . 0 °O . 0 °O • 0 °O p °0 . p o0 • 0 00 . 0 00.0 °O . 0 °O 0 0 0 0 °0. 00. 00. 00 00. 2' CONCRETE CHAIRBACK CURB 2 (WITHOUT GUTTER)C801 Li PROS Z 1238.052 Z w Cw z O STREET AND STORM SEWER ij of LL DJ LJ� - n to w Cn O- wLL C LZ O a� orf 0' 0 OC a BETWEEN 5' -0" Q V. _ < elf z 0 TRANSVERSE JOINTS w O zj..4 Q) 48' -0" BETWEEN EXPANSION JOINTS (MAX.) f CONCRETE SIDEWALK NOT TO SCALE 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. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4- OF THE WALK THICKNESS. SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. SIDEWALK DETAIL r-T' C801 <4 v a A- a �. —.0 G A d ° A' ae . ° v a a. ' Q.' a Q• a.. •-1A A 4a v a 0 0 Q o 0 Q o 0 0 0 0 Q o 0 Q o 0 Q o 0 Q o 0 Q o 0 O o 0° ') o 0° O 0 0° O 0 0° O 0° O 0 0 0 0 0 0° O 0 0 00 0 0 0 0 0 0 0 0 0 0 Q o 0 Q o 0 Q o 0 0 0 0 Q o 0 D o 0 0 0 0 Q o 0 0 0 0 0 0 0 0 0 00 0 00 0 0 0 0 o 0 0 Q o 0 0 Q o 0 0 Q 0 0 00 o 6" CONCRETE PAVEMENT 4000psi �6" GRANULAR FILL CONCRETE PAVEMENT SECTION r4 50' C801 TOP OF CURB 77 TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (10' MAX. SPACING) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. CURB JOINT DETAIL 5 c8o1 xx (3 t4 T. B�, 'Q�'% No. 10000075 ?0 STATE OF O % %,,S/ONA� �inrrnnlmnu�� DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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 PROS 03/01/06 1238.052 ,o CHECKED BY: �V SHEET TITLE: STREET AND STORM SEWER DETAILS DRAWING FILES: W SHEET NO.: to J 0 a� 0 OC cc 0 a V. as 0 z 0 w xx (3 t4 T. B�, 'Q�'% No. 10000075 ?0 STATE OF O % %,,S/ONA� �inrrnnlmnu�� DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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 PROS 03/01/06 1238.052 DRAWN BY: CHECKED BY: Cz SHEET TITLE: STREET AND STORM SEWER DETAILS DRAWING FILES: N: \1238 \052 \DWGS \C801.DWG SHEET NO.: z O O zj..4 Q) z � w� z ` V E4 w � Q CCU DATE PROS 03/01/06 1238.052 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET AND STORM SEWER DETAILS DRAWING FILES: N: \1238 \052 \DWGS \C801.DWG SHEET NO.: 2500 psi CONCRETE BOTTOM OF TRENCH \`Y' IT Perspective View —earth cut away \ p To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE CB02 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required. or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank "...shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http: / /www.ctrwd.org /. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 gauge- stranded wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 9 15. Call before you dig. IUPPS 1- 800 - 382 -5544. 48 hours prior to digging. C802 Lateral- rev.01 -05akr U z 0 0 CD cc G7 i✓ n 0 0C COVER & SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY I I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I I OTHERWISE SPECIFIED LENGTH. I I I I —I I I I I APPROX 9C I I I I LONG RADIUS CURVE I DIAMETER AS - - - -- - - - - -J �— --- - - - - -- — — — — — — — SPECIFIED I I I ON PLANS I I I APPF * SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL r4 cso2 FINISH GRADE CLEANOUT PLUG NG LINE PIPE CONNECT TO EXISTING SERVICE OR PLUG FOR FUTURE SERVICE. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED TYPICAL CLEAN OU T DETAIL K*5 FOR SEWER MAIN. C802 PLACE 1/2" DIA I PREFORMED GASKL I MA ILKIAL IN EAC I KEYWAY (SEE DETAIL). PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING NOMINAL 1/2- BUTYL RUBBER 24" I BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP) PER SPECS. GASKET DETAIL 63' ::.v:: �........':::.a. 4 " -12" =OD. 1/2 SECTION A —A ADJUSTING RING DETAIL r6 (FIGURE 5 -46) C602 =EWER 0 TYPICAL UTILITY CROSSING NEENAH R- 1642 —A W /SELF SEALING LID (OR EQUAL) FINISH GRADE STAMPED "SANITARY SEWER" PRECAST CONC. NOTE N X 2' -0" DIA. RINGS MANHOLE CONFORMS TO ASTM C -478 : JOINT CONFORMS TO ASTM C -443 INFI— SHIELD "UNIBAND "---"_ OR APPROVED EQUAL SEAL c PER SPECIFICATIONS vl TAPERED CONE SECTION 9 Z 0 U-1 - PRECAST CONCF o Z 5 -� SECTIONS P:zwo U — W (nJ00�a_ W Uj J `r w o (16" MAX.) Wa�� E=�cVO 7. BUTYL RUBBER COATING AS PER SPECIFICATION PRECAST BASE co cD MANHOLE STEPS 4' -0" DIA. FILL WITH ..... CONCRETE PLAN .b.....Q.... ........... . o...... ........... . a ...... .. #4 0 12" EA. WAY .... ..................... ...._......a....... ° • ° 01 ° .° • ° .• . o ° ° o ° p ° o ° p . ° ° ° o ° .° . o ° . . ° 00 . o . ° ° o ° G . ° °° O . ° ° . ° ° . °°'°° °' ° ° °' ° ° °' ° ° °' ° ° °' ° ° °' ° ° °' ° ° °'° ----6" MIN. NO. 8 CRUSHED STONE •°° o• ° °o• ° °o• ° °o• ° °o• ° °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 0802 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 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 111, a11, 111, 011, 111, 1111-01, SOIL LU IN PLACEMENT U \\ z I. BEDDING `I 12" MIN. IN I: :•"• SPRING LINE OF PIPE O.D. OF PIPE FOUNDATION 6" MIN. (REQUIRED IN UNSTABLE SOIL) 12" 1 Z,. (MIN.) (MIN.) SANITARY TRENCH &PIPE EMBEDMENT DETAIL K � 02 NORMAL GRADE — 1/4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. ISOMETRIC PLAN PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. 30' USE 6" SEWER PIPE MIN UNLESS OTHERWISE 45' MAX. SPECIFIED MAIN SEWER APPROX. 90' LONG RADIUS SECTION A -A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER \\\\ \ \1111 , \ \ \ \ \ ,111111 I I ►1 ! 11, , , , , , 7//Z1 �QON T. B�'' %�i / %, �\STERF 'Q;f No. 10000075 STATE OF �` �NDIANP• S�0NAL �1�11111 f I IIf1111 \ \\ DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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.: 03/01/06 O � CHECKED BY: CV U o� SANITARY SEWER DETAILS DRAWING FILES: W SHEET NO.: jL N -� o O OC 4) O a LL O z O cn W a✓ ',- \\\\ \ \1111 , \ \ \ \ \ ,111111 I I ►1 ! 11, , , , , , 7//Z1 �QON T. B�'' %�i / %, �\STERF 'Q;f No. 10000075 STATE OF �` �NDIANP• S�0NAL �1�11111 f I IIf1111 \ \\ DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: CV SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N:\1238\052\DWGS\C802.DWG SHEET NO.: 4) z W ',- C Z � ) z Q z 4 E—, w U DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N:\1238\052\DWGS\C802.DWG SHEET NO.: J Z I rr; v, `� 0 \ 0C c\ CN 1 CD 00 �-) O 30 / 1 91 - N ,2 0 0C 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: This site consists of the construction of 1 three story building and parking lot expansion within a Mixed -Use Block development. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached C101 and N01 Letter. A6 Location of proposed site improvements: See sheets C101 to C102. A7 14 Digit Hydrologic Unit Code: 05120201090060 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: Stormwater will discharge from the site into existing /proposed storm sewer networks within the Village of WestClay. The storm sewers are routed through several detention ponds prior to discharging into Elliot Creek, see Site Plan Sheet C101 and the Grading, Drainage & Utility Plan Sheet C102 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: Existing ponds are located to the south and east of the site within the Village of WestClay. The pond series drains to the east into Elliot Creek. All Receiving Waters: Elliot Creek Al2 Identification of potential discharges to groundwater. None. A13 100 Year Floodplains, Floodways and Flood Fringes: None. A14 Pre- Construction and Post Construction Peak Discharge: 10year Pre - Construction Peak Discharge = 25 CFS 10year Post Construction Peak Discharge = 3.4 CFS A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan - Pre - Construction Plan Sheet C103 for more information): North: Village of WestClay Section 3001 -A, Future Commercial South: Village of WestClay Section 3001 -A, Future Commercial East: Village of WestClay Section 3004 Harrison Park West: Village of WestClay Section 3001 -A, Commercial A16 Locations and approximate boundaries of all disturbed areas: See Sheets C103 -C104 for locations. A17 Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan - Pre- Construction Plan Sheet C103. A18 Soils Map including descriptions and limitations: See sheet C804 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Grading, Drainage & Utility Plan Sheet C102 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: See Grading, Drainage & Utility Plan Sheet C102. A21 Locations of Soil Stockpiles: Stockpile areas shall be located as far 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 Grading, Drainage & Utility Plan Sheet C102 for existing site topography. A23 Proposed final topography. See Grading, Drainage & Utility Plan Sheet C102 for proposed site grading and drainage patterns. Ell 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 City Homes, Part II, Section 3001 -A, Block "F" project during construction protecting the adjoining properties and Elliot Creek. The majority of the existing watershed sheet flows prior to entering the existing streets & storm sewers in the adjoining sections. The storm sewer systems convey runoff through a series of ponds eventually discharging into Elliot Creek PRECONSTRUCTION ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ("Holey Mole;) at 1- 800 - 382 -554 -4 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. An orange construction fence shall be constructed along the perimeter of the tree preservation areas prior to any earth moving. 3. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. See Sheets C103 -C104 for locations of silt fence. 4. Curb inlet protection shall be installed at existing curb inlets and existing riser as depicted on plan. 5. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips along the North, South, East and West boundaries. 6. Maintain 10' minimum grass filter strips as depicted on plan. 7. A construction entrance shall be placed per the plan location. 8. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. 9. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 N01 and Rule 5 inspection documentation. 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. 4. Upon completion of sewer installation and inlet protection, proceed with parking lot construction. 5. Liming of parking lot, if utilized, should be done prior to the installation of storm sewers to prevent the transmission of lime dust to ponds or receiving waters. 6. Final grade all areas. Re -seed any disturbed areas. 83 Stable construction entrance location(s) and specifications: See Stormwater Pollution Prevention Plan Sheet C104 for location and Sheet C804 for construction entrance details and specifications. R4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of sediment control measures and Sheet C804 for construction details and specifications. B5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of sediment control measures and Sheet C804 for construction details and specifications. B6 Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of inlet protection measures and Sheet C804 for construction details and specifications. B7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of runoff control measures and Sheet C804 for construction details and specifications. B8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of stormwater outlet control measures and Sheet C804 for construction details and specifications. B9 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of grade stabilization control measures and Sheet C804 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 C804 for construction details and specifications. 13111 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of temporary surface stabilization measures and Sheet C804 for construction details and specifications. B 12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of permanent surface stabilization measures and Sheet C804 for construction details and specifications. 013 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, paint, 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. Navigable 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: The majority of the existing watershed sheet flows prior to entering the existing streets and storm sewers in the adjoining sections. The storm sewer systems convey runoff through a series of ponds eventually discharging into Elliot Creek. It then follows the ditch southeast. 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 V 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 - 4248802 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 Department 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 Requirements 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 been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trop Maintenance Requirements 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 -rap, 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 Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm e�ant. 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 geotextile fabric if used. 2. Periodically remove sediment and trucked -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, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any areo(s) 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 C804 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. 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. 2. 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. 3. It is recommended that any proposed wetland areas and plantings (if any) be constructed /placed after final grading and sufficient vegetative growth has been established to a point where sediment /pollutonts will not enter the proposed wetlands. 4. 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. 5. 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 stormwoter quality measures for reducing, eliminating or controlling pollutants (source controls) include: a. Detention /Retention devices b. Reducing Runoff or Direct runoff from impervious areas c. Vegetated strips and /or swales d. Permanent erosion control seeding e. Outlet protection e. Mulching It is the intent of this plan that the implementation of the above described stormwater 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 Sheets C103 -C104 for locations of permanent stormwater quality measures and Sheet C804 for construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose i 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 on 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 on 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). Implementation 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 on 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 ore 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. i Nozzles used in vehicle and equipment fueling should be equipped with an automatic s hutoff 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. S011D 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, styrofoom and other materials send transport and package construction materials Implementation 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 doily, 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 points) 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. Insoection and Maintenance Inspect and verify that activity -based BMPs ore 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. DEVIATERING AND PUMPING OPERATIONS DescriDtion 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 ! =-riU tior: 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 Appicotior,s: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. mpementctior: 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. /�I c- 1 ,) 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 !iescrliT; 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. np,oropriote Apr;licotiors: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. !rr err)en 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. l/l',7i11 i er'I arC°: 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 Boo Filter P,esc rip ti ).7: 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. Appropriote Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. lmplemertotion: 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. Mointer,once: 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 11 r_._- I.._1'__ t_II_.......,. - __,.. .f..,II ✓nn Date of Inspection: KIr, If une rinfc fhA rnin cfnnnari- Inches IJ IIIIJ No. L.Vuluull Vll 1wilw „„ u -.1 ... - . -_ - - - -- - -, - PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? 0 in 0 2. 3. Are all necessary permits attained and special provisions being implemented? Is a construction entrance installed? Is it effective? Is it enough LU F a. 4. Public and rivate streets are clean? Z Jp 5. Are appropriate practices installed where stormwater leaves the site? Mn O 6. Silt fence is entrenched into the round? 0 u 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? O = z 0 Z Terminated to higher round? Property joined at ends? C{1 o � 1 � �� 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? C::� Z R� 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? Q) � w Q 10. Diversions swales and/or waterbars are installed to plan and pr otected? ct r___i Q4 � 11. I Perimeter practices have adequate capacity and do not need to be cleaned out? r--f *� U w Q 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 04 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross-bracing and/or stakes are adequate and meets specifications. 15. 1 The fabric straw, mulch and/or stone is intact without holes or tears? 16. 17. 1 Catch basin insert protection is installed where required? 1 removed from the practice? -+_) 18. Swales and ditches have 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 vecletation 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. 27. The soil has been roperly prepared for seeding? 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. 1 A dumpster is onsite for trash disposal? 31. 1 Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are complying with the overall Ian? 33. 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: \\\`X � N X � � � t 111 * ' i I 1 111 U8012k,// A ,, � �I :$ \moo . ......0 V - ��STER -.Q - No. 1 . . = � � 10000075 -A - STATE OF . / �V <` -- NDIANP - -. ` �I ,,,�� /ss�oN ��\\\\��. ��/ UQ ;//11IIII I U �1��\\\\N 3/t4� , 1,5�` L, DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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.: 03/01/06 0 I CHECKED BY: Z 0 in 0 Z 1Z LU F a. 0 Z Jp `4 V Mn O OC W 0 u IL 44 P O = z 0 Z V) w C{1 o � 1 � �� \\\`X � N X � � � t 111 * ' i I 1 111 U8012k,// A ,, � �I :$ \moo . ......0 V - ��STER -.Q - No. 1 . . = � � 10000075 -A - STATE OF . / �V <` -- NDIANP - -. ` �I ,,,�� /ss�oN ��\\\\��. ��/ UQ ;//11IIII I U �1��\\\\N 3/t4� , 1,5�` L, DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: BET Ct SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \052 \DWGSC803- 804.DWG r____i (C\`1%_:.'1011)/(03 -4-- f ll Mn ^ f=) l W �i= Z w �_4 I_i M C{1 o � 1 � �� C::� Z R� a:� z Q) � w Q w &---I ct r___i Q4 � = w r--f *� U w Q U F- 04 04 -+_) DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \052 \DWGSC803- 804.DWG SHEET NO.: (C\`1%_:.'1011)/(03 z O O 00 O LC IJ _ J L� / s 0 / x / 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. 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 n v - p ca 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. 6' HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB ' _ �� • IIIIIIIIIIII • 111111 CURB INIfT SEDIMENT BARRIER NO SCALE 3 SEEDING ---,,- r 1 l �.�( V Cl- CrA . � I., E t 4 lh . - � y t1 ; S"t 1 r' CrA S,v P E, ?'Y .�� / die \. 1 �_�.r 1 t� r,, Ci I \� A) C[r _.. �-_ s t [[f \...J �� k -� t� f j 1 ^ �` f S /` Is e•m. kk F.1._.. -,, �.y �. E y � � 111 ..•� mfrAt �_,f•' e ..,}+ .� 1 r '' 6)-,f h/'- i" e r r S'- vf �T r 1 k I III ""-6" MIN. TURN DOWN / Ill EROSION CONTROL BLANKET ll (NORTH AMERICAN GREEN S -75 OR EQUAL) / - EXISTING GRADE / .II EROSION CONTROL MATTING DETAIL SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA �F Al fmi NOT TO SCALE 2 stakes (typ) per bale Plan (n.t.s.) flow straw bale stake (typ) bindings to be placed parallel straw bale to ground 3 " -6 "undertoe Profile (n.t.s.) SEDIMENT FILTER DETAIL BERM AROUND PERIMETER 12" 12" MIN ^- � • � �°' � - / ., _.. GROUND SURFACE 2' COMPACTED EMBANKMENT - MATERIAL TYP. 3:1 OR FLATTER SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL i SILT FENCE x t 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE Seedbed Preparation Apply lime to raise the pH to the level needed for species being 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 test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. O \ • o O •O -O •e °O.0 o° O• o° O• o° PUBLIC ROAD ° ° = ° ° ° =° 0. 50' (MIN) • p O; p 0; o O; p O; e • o° O• o O• e O. 0 0. 0 0• o o° D• o° O• o° O• o° O• o° O• o° O• e e- O• o° 0• o° O• O° O. 0° O• e° O• o- D• O ° ° , o . ° , o . ° , ° . ° , o . ° , ° . ° • ° ° ° , o ° o , o . °• °- o•o- o•°- o. °•o•e ° °• ° °o• °- 0.000•° • 0. 0. 0 •O . ° O• e° o, 0° O. 0° 0. 0° .0,0..o . e° O. 0 •o- 0:0.0: °0 °.e o•° 0.0 -O. - 0.0°0.0 °°•O -O.0 °. •o. •°. •o. ° °o.e °o. ° °O.e °o.e °O•e o• •o �e • °fie - o.e•o•e•0•e'o.e•o•e °D.e° she •O•o °O o- O•e °0•o °0.0 -0.0 °.° ° 0,e °0,e °0,0 °0,0e ee • 0, 0. 0-0 •0-000 o° °. 6" (MIN) •0.0.0.0 O °O o'o•o °o• o •0. o. 2 " -3" COARSE °`° • 12' (MIN) o AGGREGATE GEOTEXIILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) ENTRANCE DETAIL STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE x it f 100% geote t e o INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED 24" tall lath stapled to stakes over fabric as reinforcement. PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED will be accepted. MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED Z C:) AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED z ~ � Q AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED W REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED A B C 1 1/2' 3' 1 1/2 3' X::: X......X.. :•:....:':::'::':': N ..... •:.•.• 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 SLOPE LENGTH (FT) SILT FENCE Irrigation needed during this period. To control - Silt Fence shall be a machine produced, non woven x it f 100% geote t e o polypropylene meeting the physical properties below. use mulch. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. if mulch is applied. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE Fabric Weight ............................ ............................... 4 oz /syd Grob Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence Material Stakes @ 5' O.C. Fence Post O Ground Surface Fence Post Should--/ � -Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. 300 REQUIRED DUE TO DEPTH OF FLOW. 275 '.'.'.'.'.' .::.... ............................... 250-:-*-'-*-'-'- ::: C . ...................:::......... 225 ..'Q.'.' ..............::....• :........• :........• 200 • ....... ..:.:.:.:.... : :: ::::.:::::::::: . ...........:C: : C :175 .::: 150 :.:....:.:.:.:..:. C ::: 125 B.: : :::::::::::::::::::...... ® x 1QQ 75 A x 50 A .;.' 6 25 B '' CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 0 WITH ADDITIONAL STAPLES ON SIDE SLOPES AT 4:1 3:1 2:1 1 :1 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. 1 2 THE EDGES OF THE BLANKET SHOULD ON SLOPE APPLICATIONS, THE TOP OF BE BUTTED AGAINST EACH OTHER, THE THE BLANKET SHOULD BE 'SLOTTED IN' EDGES OF THE SCC225 SHOULD BE ABOVE THE BREAK OF THE SLOPE OR AT OVERLAPPED 2'. A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. . 7 3 ROLL BLANKETS 4 THE BLANKET SHOULD NOT BE o OUT IN DIRECTION _ ON LONG SLOPES, THE ENDS OF THE STRETCHED BUT ALLOWED TO LAY OF WATER FLOW BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO � r 4 - V IN A 'SHINGLE EFFECT -. ACHIEVE MAXIMUM BLANKET TO SOIL . CONTACT. PREPARATION OF THE SEED BED, INCLUDING APPUCATION OF LIME, Q :.:.:.. FER11UZER AND SEED SHOULD BE -:: a••:•::•:::�; „ CONDUCTED AS NORMAL PRIOR TO • o INSTALLATION OF BLANKET. 7,, :. a - ROLL BLANKETS OUT IN DIRECTION • : OF WATER FLOW. 5 1 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. EROSION BLANKET INSTALLATION SILT FENCE DETAIL NTS Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** Temporary Seeding and Stablization Dates Permanent Seeding Date * Not necessary where mulch is applied. 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 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. Irrigation needed during this period. To control 03/01/06 erosion at times other than in the shaded areas, DRAWN BY: use mulch. * Late summer seeding dates may be extended 5 days SHEET TITLE: if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE C ('(:)) (D Q ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5 -3 - Temporary Seedings - Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye - 3.5 lbs. 2 bu. Cover seed 1" to O 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass - 1 lb. 40 lbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. 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 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. 01 ��Y��V�1111 SON T. GISTER No. 10000075 � - STATE OF 0, sS/0NAL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT of THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schne'i'der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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 03/01/06 O DRAWN BY: 0 2V SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: LU SHEET NO.: C ('(:)) (D Q Z JO O OC 0M O 106 LL, an a O ci•i Z O w Z C:) Z 01 ��Y��V�1111 SON T. GISTER No. 10000075 � - STATE OF 0, sS/0NAL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT of THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schne'i'der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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.: 03/01/06 1238.052 DRAWN BY: CHECKED BY. �V SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \052 \DWGS \C803- 804.DWG SHEET NO.: C ('(:)) (D Q W l� �i Z C:) Z W z ~ � Q z ~ W CIO DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY. BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \052 \DWGS \C803- 804.DWG SHEET NO.: C ('(:)) (D Q I 11160 Z El- rr; O IN N U) O M (-) ()') U) 3 L2 O cc 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 produce h r y to p d ce t e grades required. Fill obtained i a ed fr m o 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 r n II a trees and stumps from area p 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 also 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 shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbalance of earth. complete the project. If such an actual minor excess or 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 12454B. 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 - sectional 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 costing 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 <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add on 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 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with 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 Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The 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 all 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 pricc 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 backfill 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 cost 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 w ate r main must cross with the sanitar y 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(a). (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(o)(1) of this rule. (C) ASTM D2241 -96b, Standard Specification for Poly Vny1 Chlorid (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 a r e 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. G. Backfilling - Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for structure backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4-inch minimum depth of material below the pipe barrel and a minimum of 3 -inch below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding, haunching and initial backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the s rin line of the pipe. The limi t o f initial backfill hall be 6 -in he rin lin s -inches . g e Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for structure backfill meeting the material requirements of the indot and shall be compacted in 6 -inch maximum 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 subbase of the pavement shall be No. 53 stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger than 4- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. H. Manhole Inverts - Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished e 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. STREETS 1. SCOPE OF WORK The work required under this section includes all concrete to a d bituminous vin n pa g and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All streets, parking areas in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps 2. MATERIALS A. Concrete - Concrete shall be ready -mixed concrete and shall be a mix of proportioned fine and coarse e agg egates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1 -1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C 260 Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type 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 ee f om an 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 i's 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 J oints 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. H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. I. Bituminous Pavement - Hot asphalt concrete pavement shall be as specified in Section 403 and must comply with Section 401.05 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F. and falling. J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. City of Carmel Right of Way Paving Policy November 2, 2005 1) General A) The work subject to the requirements of this policy shall include the production, hauling /delivery, spreading, finishing, compaction and her work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right -of -way for roadways, auxiliary lanes and asphalt multi -use paths. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineers construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as to relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations 1. After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. 2_ Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications iii) Embankments 1. Embankments shall be constructed in accordance with Section 203 of the Standard Specifications 2. All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. 3. Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. 4.Prior to the construction of any embankment the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. 5. Embankments shall be shaped to be well drained and shall be protect to prevent erosion. 6.Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) C) Soil Subgrades i) Subgrades shall be prepared only after the installation of all utilities and subsurface drains indication on the approved construction documents to b located under the pavement are completed. Trench backfilling work of these installations shall be accordanc with the City of Carmel Trench Backfilling Specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections, 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt paving operation are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before an aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passec a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of Aggregate Base. D. Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) iv) Equipment for HMA operations, including but not limited to production, hauling /transportation, loydown, compaction and miscellaneous /ancillary e activity shall be in accordance with Section 409 of the Standard Specifications. e v) Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi) Widening operations shall comply with the following: 1. The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section 2. The existing pavement adjacent to the widening area shall be sawcut to a clean edge. 3. The subgrade in the widened area shall be compacted in accordance with this policy. 4. Widening mixtures shall comply with the pavement section indicated on the approved construction documents. 5. Compaction of the widening shall y be in accordance with Section 304.05 of the Standard Specifications. ii) Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to and on the work site in a manner that minimized segregation of moisture loss. v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared foundation shall be free from betinal rforeign materials o j c o b e o ate at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thickness equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. B) Preparation i) The Aggregate Base shall be subject to Time for Longer Length, S additional proof rolls in accordance with CHECKED BY: Section 203.26 of the Standard Specifications just prior to placing the 100 ft HMA courses in accordance with 200 ft Section 3D(iii) of this policy. 300 ft Unacceptable areas shall be corrected 400 ft to the satisfaction of the Engineer 4 before any paving operations ii) commence. ii) All displacement or rutting of the iii) Aggregate Base shall be repaired prior 3:46 to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked iv) in accordance with Section 406 of the 386 Standard Specifications. iv) Asphalt surfaces between courses shall 5:40 be tacked in accordance with Section 5:40 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, 8 manholes and other structures shall be 298 tacked in accordance with Section 406 7:34 of the Standard Specifications. vi) Surfaces on which a mixture is placed 1 7:36 shall be free from objectionable or 10:08 foreign materials at the time of 10 placement vii) Tact Coat material shall be distributed 9:28 with equipment meeting the 9:28 requirements of Section 409.03(a) of v) the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the Time for Longer Length, S ambient temperature and the CHECKED BY: temperature of the surface on which it is to be placed is 457 (7'C) or above. 100 ft The Engineer shall determine the 200 ft ambient temperature. There shall be 300 ft no provision for low temperature 400 ft compaction allowed bye Section 402.16 4 of the Standard Specifications. ii) No mixture shall be placed on a frozen 3:46 subgrade. iii) Under no circumstances shall HMA 3:46 mixtures be placed between December 3:46 15 and March 30. iv) If a foundation that is to receive one 386 or more courses of base, intermediate, 5:40 or surface HMA mixtures is placed and 5:40 determined to be an approved 5:40 foundation by the City prior to 5:42 November 30, placement of HMA 8 courses will be allowed up to December 298 15, provided that the ambient and 7:34 foundation surface temperature 7:34 complies with the requirements of 1 7:36 Section 4C(i) of this policy and the 10:08 paving contractor pay for the services 10 of a full time construction inspector 239 and who shall act as an authorized 9:28 agent of the Engineer. The Engineer 9:28 shall select the construction inspector. v) If the ambient and foundation surface 15:49 temperature complies with the 12 requirements of Section 4C(i) of this 199 policy between April 1 and April 15, 11:20 HMA course shall be allowed to be 11:24 placed on an approved foundation 17:05 provided that the paving contractor 22:47 pay for the services of a full time 16 construction inspector and who shall 158 act as an authorized agent of the 14:10 Engineer. The Engineer shall select the 17:48 construction inspector. vi) The Engineer reserves the right to 35:36 suspend all paving operations if, in the 18 opinion of the Engineer that prevailing 133 weather conditions and /or the condition 17:00 of the Subgrade and /or the Aggregate 25:38 Base may result in substandard HMA 38:27 placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an 19:50 approved foundation or other HMA 10.470 L co urse by means of la down equipment 26:10 in accordance with Section 409.03 (c) 43:37 of the Standard Specification. ii) Segregation or flushing or bleeding of 78:31 HMA mixtures will not be permitted. 22:40 Corrective action shall be taken to 13.674 L prevent continuation of these 34:11 conditions. Segregated or flushed or 56:58 bleeding HMA mixtures shall be 79:46 removed if directed. iii) All areas showing an excess or 25:30 deficiency of binder shall be removed 17.306 L and replaced. iv) All HMA mixtures that become loose 1 72:07 and broken, mixed with dirt, or is in 100:57 any way defective shall be removed 129:48 and replaced. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) E) Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F) Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03 (d) of the Standard Specifications immediately after the mixture has been spread and finished. ii) Rollers shall not cause undue displacement, cracking or shoving. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. E) Where the Engineer determines that it is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thickness of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2 ") in any course or total thickness from the pavement section indicated on the approved construction documents. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction or for the means and methods of construction, nor for safety on the job site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of the subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. 1) Work done contrary to instructions proved by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED Pipe Diameter In. Minimum Time, min: s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min: s CHECKED BY: Z 0 100 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 1 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 1 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 1205-07 230:46 \`�w\ a a u u u I I I I1 1111 // n i,� /i \��`'````` I r ao �� . 6� f t)RF �,�� N o. 10000075 s -10 . _ � STATE OF O DIAN .. �� %��FS►S ......_. s�. p�\`\�, % %,,,,� �4NAL E � u I I n 1 n n 1 u"�� a� �� °\� 1110011M #"ME% 3/t4� / � �) L%. DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneldercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I 2E 03/01/06 0 I CHECKED BY: Z 0 SPECIFICATIONS Z r___i U LIJ F 0.0 -+--;) Z mi 0 F--sIl 0 OC oc 0 a LLI a Q 0 = z O Z Cn w 110' \`�w\ a a u u u I I I I1 1111 // n i,� /i \��`'````` I r ao �� . 6� f t)RF �,�� N o. 10000075 s -10 . _ � STATE OF O DIAN .. �� %��FS►S ......_. s�. p�\`\�, % %,,,,� �4NAL E � u I I n 1 n n 1 u"�� a� �� °\� 1110011M #"ME% 3/t4� / � �) L%. DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneldercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I �� 03/01/06 I I CHECKED BY: CZ SHEET TITLE: SPECIFICATIONS DRAWING FILES: r___i U SHEET NO.: - C9(an -+--;) F--sIl nU) W Z w F--ss11 ID Q � Q) Z � Q Z W = W = r_4 � Z � U W r� W Q I� Q) C14 Q4 ,r ...+--.) -1-..) CZ DATE: PROJECT NO.: 03/01/06 1238.052 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1 238\052\DWGS\C901. DWG SHEET NO.: - C9(an