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Home My WebLink About06070003 Civil Construction Plans Rcv. 6/30/2006 DOCSL L Q0 c 7) i CC i �FEA AP NOT TO SCALE yy f f i �JI W- rJ i L f �£ r r �t \0 ff r r f W r , 4l _. } rA V ` l4 4 1 i� s5 c2o, _- ,r �- �.. - _ :' r s` i F SO LS C. dFi E V f [ r •. r i I i f- i``'ll, CT CL i 1� I 1-2 _ 1 l J I \ J r l j.� ��/�"' i J' SHEET No. 0 C100 COVER SHEET C101 SITE PLAN C102 GRADING, DRAINAGE & UTILITY PLAN C103 PRE— tCONSTRUCION STORMWATER POLLUTION PREVENTION PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C801 C. C802 —C803 STORMWATER POLLUTION PREVENTION DETAILS AND SPECIFICATIONS C901 SPECIFICATIONS . CARMEL SPECIFICATIONS : t_ Nv •� 3 �" °� gym._ •• `� `� � , E i 1` _ 1 ii �j l � -• _- 1 yy f f i �JI W- rJ i L f �£ r r �t \0 ff r r f W r , 4l _. } rA V ` l4 4 1 i� s5 c2o, _- ,r �- �.. - _ :' r s` i F SO LS C. dFi E V f [ r •. r i I i f- i``'ll, CT CL i 1� I 1-2 _ 1 l J I \ J r l j.� ��/�"' i J' SHEET No. DEuCRIPTION C100 COVER SHEET C101 SITE PLAN C102 GRADING, DRAINAGE & UTILITY PLAN C103 PRE— tCONSTRUCION STORMWATER POLLUTION PREVENTION PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C801 STREET, STORM AND SANITARY SEWER DETAILS C802 —C803 STORMWATER POLLUTION PREVENTION DETAILS AND SPECIFICATIONS C901 SPECIFICATIONS . CARMEL SPECIFICATIONS ma A 11 r�l NOT TO SCALE �-- y WEST 131ST STREET PROPOSED PRIMROSE SCHOOL OF WestClay M (\ W �I W M FUTURE` Village of WestClay SECTION 6003 \ \ 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 SCALES 1 " =60' r' FUTURE Village of WestClay SECTION 6003 l r r f iJ \/ I 1•� � Fes_ f' r% at the illag of estla, • ADDRESS: 13096 M01%j1VLTR1E STREE-1 DOCKET N0. TAC REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: im (CONS T."..UCTH014 P H S) HA ILTO COU TY CAR EL, La�La 3 -�h C R-n IFMI I ;� # rte.: s F91AHCH E n Lrt r LF) Vvq Fc5D LRO rc 3 � r _ 3660 Cedarcrest Road Acworth, Georgia 30101 _o ik�C�IBTECTo CHILDREN'S DESIGN GROUP PROJECT ARCHITECT: NI14RK D. PAVEY A.I.A. 71 MARKET PLACE MONTGOMERY, ALABAMA 36117 PH: [3341 265 -3050 FAX: 13341 265 -3079 EMAIL: pavey 4knologynet 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 I —' i L% CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.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 NOT F �P- ALoPEN[01� \STE,QF�F' %F \ DATE: 6/30/06 ,JOB No. 1238.056 GM TION SHEET (Cla(g OF 10 FIDE NAME: N:\1238\056\DWGS\ClOO.DWG iND[EX SHEET No. DEuCRIPTION C100 COVER SHEET C101 SITE PLAN C102 GRADING, DRAINAGE & UTILITY PLAN C103 PRE— tCONSTRUCION STORMWATER POLLUTION PREVENTION PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C801 STREET, STORM AND SANITARY SEWER DETAILS C802 —C803 STORMWATER POLLUTION PREVENTION DETAILS AND SPECIFICATIONS C901 SPECIFICATIONS C902 CARMEL SPECIFICATIONS _o ik�C�IBTECTo CHILDREN'S DESIGN GROUP PROJECT ARCHITECT: NI14RK D. PAVEY A.I.A. 71 MARKET PLACE MONTGOMERY, ALABAMA 36117 PH: [3341 265 -3050 FAX: 13341 265 -3079 EMAIL: pavey 4knologynet 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 I —' i L% CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.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 NOT F �P- ALoPEN[01� \STE,QF�F' %F \ DATE: 6/30/06 ,JOB No. 1238.056 GM TION SHEET (Cla(g OF 10 FIDE NAME: N:\1238\056\DWGS\ClOO.DWG �'\NNMTI -� EX. 20' WATER LINE ESIVIT. INSTR. # 200400055176 i 20' WATER LINE ESM� NSTR. # 200400055176 REQUIRED 30' BUFFER Y N89'1 3'03 "E i of Q co wi mi CDf Ln CD of wi i 0 i o i z i G C O G� 3 - O L L M L !J �, Ln n-1 LIJ 110 ( I E ism N-VA F x QO M � x � (D) I X 51.00 O 0 0 LC') D) I rl I I I:, 76.50'...., PROPOSED PRIMROSE SCHOOL -11 c Li 1, { ff1 "N `, 4' WA K s , 375.33 �! I 28' M F I koo ( >-- ' 1 1 1 E 1 1 1 1 1 9 _ I I I 11 I I l (TYP) B K x 0 w r i 1 N 8913 03 E 148.30 _ 0 71.67 -��- 76.64 -� N 18' 13 B �) ' Nr _ (PRIVATE) i 0- In 20'R r 50' R 20.3 W LCD s E o-6 Q Ln Q0 � I 8.83 00 ' - � CD oo �O 4 W 34. oo' > 02 4 18 26' 1 18', W - 31 00' CD Fi. CD CD ' 50' 68.9 _ - - 17 - `�-I `�_� Ln 40 81 * ._ .r 77 1 \'I I 2 M �\ x ,< L 0-) x . cfl N j < s"'_ f3 ' ` � � a �:.....,_.\ �a. -'-•ate _ � i rf \ E � -s'� [:..?. � _� . 4� Xh -_X \ /0 S89 °4414 W �- Cl- 9.7 � L0 I 4 w t E- O� O �i 0 26 CD(/7 _ L 7 18 0-) >- V J 20.0' cn 4 0 15. ' o 8.6.7' �;' B cn � E j o � LCD 0 N or 18' x � I ~ , 325.58' B �`'D 20 R I I 1Q7 l J \ 13' o <�'�''� S o 00 00 >> �9 50' 8.2 /'7 � R � �� .� �, � 5 K N 890 13 03 E �, -► (PRIVATE) _4*9 2 1 1 100 1 (TYP T_j ` \° %`�' /! <: �m 0. O Q` \P V` O. O NOTE: ALL CURB TO BE 2' CHAIRBACK W /OUT GUTTER UNLESS OTHERWISE NOTED. LAND DESCRIPTION PRIMROSE DAYCARE Primrose Daycare - Village of WestClay Section 6003, Commercial Block ))C" FUTURE VILLAGE F WESTCLAY SECTION 6003, OCK "C" A part of Commercial Block "C" of the Village of WestClay, Section 6003, the Secondary Plat of which is Recorded as Instrument Numb 00000000000, Plat Cabinet 0, Slide 000, in the Office of the Recorder, Hamilton County, Indiana, located in the Southeast Quarter of Section 29, Township 18 North, Range 3 East of the 2nd Principal Meridian, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the northwest corner of said Commercial Block "C ", thence South 00 degrees 00 minutes 53 seconds East (basis of bearings is per said plat) along the West line of said Block "C" a distance of 30.00 feet; thence North 89 degrees 13 minutes 03 seconds East a distance of 30.00 feet to the Point of Beginning, thence continuing North 89 degrees 13 minutes 03 seconds East a distance of 375.33 feet to the West right -of -way line of Moultrie Street per said plat; thence the next four (4) courses along said right -of -way line; 1) South 45 degrees 29 minutes 28 seconds East a distance of 7.04 feet; 2) South 00 degrees 11 minutes 59 seconds East a distance of 122.71 feet to a point on a tangent curve to the right having a radius of 25.00 feet, the radius point of which bears South 89 degrees 48 minutes 01 seconds West; 3) southwesterly along said curve an arc distance of 19.72 feet to a point which bears South 45 degrees 00 minutes 00 seconds East from said radius point; 4) South 45 degrees 00 minutes 00 seconds West a distance of 67.59 feet; thence South 89 degrees 44 minutes 14 seconds West a distance of 325.58 feet; thence North 00 degrees 00 minutes 53 seconds West a distance of 189.57 feet to the Point of Beginning, containing 1.636 acres, more or less. R= 5.00' L= 19.72' HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" -L CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 AS ASSUMED NORTH TISEAOGAINSTMTH DLDWATO EXCAVA ENED, WITHOUT THE T - -= SCALE: 1"=20 ' LOCATION NOTIFYING SERVICE TWO (2) WORKI GND _ DAYS BEFORE COMMENCING WORK. REQUIRE ILLAGE OF ESTCLAY SECTION 6003, BLOCK "A" NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. TAC 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. H-eIE(aaT4ID 2' Chairback Curb and Gutter e cso� O Asphalt Pavement 6 cso� Oc Edge of Pavement O Concrete Sidewalk 3 cao1 Handicap Ram p csa� Trash Dumpster w/ Enclosure cso� Concrete Pad for Trash Dumpster �01 O Landscaping -Grass 0 e 2' Chairback Curb w /out Gutter 0 C801 Asphalt Pavement within �0 Right of Way cso� 0 6' Ornamental Fence Q4' Ornamental Fence Q 1' Playground Barrier Wall Q 9' x 20' Parking Spaces - 39 Ax 9' x 20' Handicap Parking Spaces - 2 -o- Traffic Flow Arrow PROJECT NO.: 6/30/06 2E DRAWN BY: CHECKED BY: 0 - 2V a DRAWING FILES: N: \1238 \056 \DWGS \C101.DWG 'e 'ad JU SHEET NO.: CL a • O • 'a 0 c d. a d ILLAGE OF ESTCLAY SECTION 6003, BLOCK "A" NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. TAC 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. H-eIE(aaT4ID 2' Chairback Curb and Gutter e cso� O Asphalt Pavement 6 cso� Oc Edge of Pavement O Concrete Sidewalk 3 cao1 Handicap Ram p csa� Trash Dumpster w/ Enclosure cso� Concrete Pad for Trash Dumpster �01 O Landscaping -Grass 0 e 2' Chairback Curb w /out Gutter 0 C801 Asphalt Pavement within �0 Right of Way cso� 0 6' Ornamental Fence Q4' Ornamental Fence Q 1' Playground Barrier Wall Q 9' x 20' Parking Spaces - 39 Ax 9' x 20' Handicap Parking Spaces - 2 -o- Traffic Flow Arrow Al�c�P��sTERF No. = 10000075 STATE OF ��umn n uutt�uu� DATE: 6/30/06 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 6/30/06 2E DRAWN BY: CHECKED BY: ,O 0 - 2V SITE PLAN DRAWING FILES: N: \1238 \056 \DWGS \C101.DWG XREF: 6003- BS.DWG, 054- BS.DWG XREF: PETTIGRU -DWG JU SHEET NO.: CL O �V o 0 c OC O aLLI ICL � O z 0 w Of Al�c�P��sTERF No. = 10000075 STATE OF ��umn n uutt�uu� DATE: 6/30/06 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: CCU SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \056 \DWGS \C101.DWG XREF: 6003- BS.DWG, 054- BS.DWG XREF: PETTIGRU -DWG XREF: 056- BS.DWG SHEET NO.: T � o z � U z� W o o � ° o0 �0 C O w � o C) � � O � DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \056 \DWGS \C101.DWG XREF: 6003- BS.DWG, 054- BS.DWG XREF: PETTIGRU -DWG XREF: 056- BS.DWG SHEET NO.: (Cn(an f 7 *� J IcC c\ 0 0 / Ji V 3 cc / 10 YEAR =900.8 2 YEAR 899.9 BOTTOM =889.5 I f _FDFQ F_NI n Ni F_ n cF_I\A F_NI T a4 ASSUMED NORTH SCALE: 1 "= 20 ' 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, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING 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 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. -- Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer 000 - — Existing Contour x DESC Existing Elevation w/ description 000.00 New Pavement Grade 000.00 All Other Finish Grades 00o Storm Structure Number 00o Sanitary Structure Number C.O. Clean Out Flow Arrow Under Drain 000.00 Swale (0 E Burried Electric T Burried Telephone G Burried Gas Line FFE Finished Floor Elevation MFPG Minimum Flood Protection Grade Finished Floor Elevations Of All Structures Shall Be No Less Than 2 Feet Above Any Adjacent 100 Year Local Or Regional Flood Elevation, Whichever Is Greater. `p,�� p 11 t t4 T t 11 I I t 111 r r U i,,i, /i G\STER� No. 10000075 �� . STATE OF ��s, . INDIANA . /0N A� � �unrutnnnttt� 31., i i L. DATE: 6/30/06 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.: 6/30/06 1238.056 00 O— a— �V v� GRADING, DRAINAGE & UTILITY PLAN O N: \1238 \056 \DWGS \C102.DWG XREF: 6003- BS.DWG, 054- BS.DWG XREF: PETTIGRU- BS.DWG, CA2I.DWG XREF: 056- BS.DWG SHEET NO.: (Cn(02 —� O � Q) o O oc cc C23 LL lam ~ z O vi z (D V) w `p,�� p 11 t t4 T t 11 I I t 111 r r U i,,i, /i G\STER� No. 10000075 �� . STATE OF ��s, . INDIANA . /0N A� � �unrutnnnttt� 31., i i L. DATE: 6/30/06 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.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: CIO SHEET TITLE: GRADING, DRAINAGE & UTILITY PLAN O N: \1238 \056 \DWGS \C102.DWG XREF: 6003- BS.DWG, 054- BS.DWG XREF: PETTIGRU- BS.DWG, CA2I.DWG XREF: 056- BS.DWG SHEET NO.: (Cn(02 � Q) o tz z C23 O ~ z p o o � w � C) � CYD O � DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GRADING, DRAINAGE & UTILITY PLAN DRAWING FILES: N: \1238 \056 \DWGS \C102.DWG XREF: 6003- BS.DWG, 054- BS.DWG XREF: PETTIGRU- BS.DWG, CA2I.DWG XREF: 056- BS.DWG SHEET NO.: (Cn(02 v� G NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. TAC ASSUMED NORTH SCALE: 1 "= 20 ' 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, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Il _ 1 :: L 1 I -: NII01 noo Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour • '. •. HATCH PATTERN DENOTES TEMPORARY SEEDING •s ,'=:'. ••.,: HATCH PATTERN DENOTES PERMANENT SEEDING DRAWN BY: HATCH PATTERN DENOTES EROSION CONTROL BLANKET BET CURB INLET SEDIMENT BARRIER (TYP) an BEEHIVE INLET PROTECTION POLLUTION PREVENTION PLAN DANDY BAG OR EQUAL (TYP) LJJ STRAW BALES (TYP) -- SILTATION FENCE — — — CONSTRUCTION LIMITS Ts TEMPORARY SEDIMENT FILTER/IBARRIER NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C802 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 =JW BRENDLE DRAIN 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 THE CITY OF CARMEL. N T. No. 10000075 -)0- . STATE OF /ANAL DATE: 6/30/06 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 E 6/30/06 O DRAWN BY: CHECKED BY: BET (A) an PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN O LJJ XREF: 6003- BS.DWG, 056- BS.DWG a. XREF: PRE- ERO.DWG SHEET NO.: (Cn(03 -� O � o 0 c wO z IL LL a. � O vi z (D V) w N T. No. 10000075 -)0- . STATE OF /ANAL DATE: 6/30/06 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.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN O N: \1238 \056 \DWGS \C103.DWG XREF: 6003- BS.DWG, 056- BS.DWG XREF: PETTIGRU- BS.DWG, CA2I.DWG XREF: PRE- ERO.DWG SHEET NO.: (Cn(03 � o z O � O Cz ,—, O � CrD � O I•--� DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \056 \DWGS \C103.DWG XREF: 6003- BS.DWG, 056- BS.DWG XREF: PETTIGRU- BS.DWG, CA2I.DWG XREF: PRE- ERO.DWG SHEET NO.: (Cn(03 F z G Q0 CD Chi CD v� C: v 3 i� C� 0C / 411,41 y Of, v, t ) r. 1 t F- F) �AF iANI NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. TAC i� n z1- 113H — 000 ----- ]INSTRUCTION CE 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. 1101-10-040"i 1001100 y, ._.._, ..._ ...� n r - i Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour '. •. HATCH PATTERN DENOTES TEMPORARY SEEDING '=:' • . • HATCH PATTERN DENOTES PERMANENT SEEDING (AD HATCH PATTERN DENOTES EROSION CONTROL BLANKET Cz CURB INLET SEDIMENT BARRIER (TYP) SHEET TITLE: BEEHIVE INLET PROTECTION PREVENTION PLAN DANDY BAG OR EQUAL (TYP) LU STRAW BALES (TYP) a SILTATION FENCE — — — 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 C802 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 =JW BRENDLE DRAIN 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 THE CITY OF CARMEL. �Pl No. 10000075 ?o STATE OF �yz S�0NAL E� %iiiiinrr r r r n n► M��``�� DATE: 6/30/06 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 E 6/30/06 1238.056 (AD - Cz SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: LU XREF: 6003— BS.DWG, 056— BS.DWG a XREF: 054— ERO.DWG SHEET NO.: Cn(0)4 mi O � o 0 c WO z IL LLI � z O Gi z 0 w �Pl No. 10000075 ?o STATE OF �yz S�0NAL E� %iiiiinrr r r r n n► M��``�� DATE: 6/30/06 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.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: Cz SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \056 \DWGS \C104.DWG XREF: 6003— BS.DWG, 056— BS.DWG XREF: PETTIGRU— BS.DWG, CA2I.DWG XREF: 054— ERO.DWG SHEET NO.: Cn(0)4 � o Cz z � z O�; �' C-� O o 0 �Q o w � � o � � O DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \056 \DWGS \C104.DWG XREF: 6003— BS.DWG, 056— BS.DWG XREF: PETTIGRU— BS.DWG, CA2I.DWG XREF: 054— ERO.DWG SHEET NO.: Cn(0)4 < Qc I cc O O Jl v 1 _n Ic / NOTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. 20" VESTAL CASTING WITH 12" LID, LETTERED SEWER WITH PENTAGONAL BOLT /LOCK HDPE PIPE TO EXTEND I 6" PVC CAP MINIMUM 3" ABOVE STONE,II, 20 "0 FRATCO HDPE METER PIT, 7.2 LBS /FT, MIN. 3' DEEP OR EQUAL 6" FROM TOP OF PIPE TO BOTTOM OF METER PIT. CONTRACTOR SHALL NOT ALLOW METER PIT TO CONTACT LATERAL /TEE -WYE CONCRETE CAP. MINIMUM 1" & MAXIMUM 4" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING �- FINAL GRADE CLEANOUT TYPE 3 (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) 6 " CLEARANCE FROM TOP OF PIPE TO TOP OF #8 STONE — 6" MINIMUM (TYP.) 6" SDR35 PVC PIPE (6" X 6" X 6 ") TEE -WYE 6" SEWER LATERAL NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. NEENAH R- 1972 -AL OR EAST JORDAN V- 1601 -1 WTIH SEWER ON CASTING 6" PVC CAP /7 / / 36" x 36" x 6" CONCRETE APRON WITH FIBERMESH 91\,Y, REINFORCEMENT. gym£ i..; . FLOW NOTE: ALL SLAB AND CRAWL SPACE — MINIMUM 1" CLEARANCE FROM TOP OF CONNECTIONS MUST BE A MINIMUM CAP TO BOTTOM OF CASTING OF 3" BELOW THE FOOTER AND EXIT SIDE SHALL NOT 3" TOPSOIL ° THE BUILDING AT THE FRONT OF ° w � ow f ' THE STRUCTURE TO PROVIDE THE V "a SHORTEST, MOST DIRECT ROUTE OF EXCEED 1:12 6" PVC CAP FINAL GRADE FROM THE BUILDING TO THE CSO1 aJ `r EXISTING LATERAL STUB. z 6' -3" BETWEEN z h no FINAL GRADE 6" PVC PIPE TEMPORARY 0 \ TRANSVERSE JOINTS GLUED CAP Z TION FOUNDATION (FOOTER) x � 6" PVC PIPE (6" X 6" X 6 ") TEE -WYE 4" X 3" REDUCER Z 48' -0" BETWEEN EXPANSION JOINTS (MAX.) W Approved By Carmel Utilities. ") '• ' � '.' .� �:�'..• • ,: (6" X 6" X 6 TEE -WYE + Fk z 3°'. MINIMUM c`? uGer+ ...,: r *:Y Y' fi $ r ^. d :� i n .. .. h' °i ,C' # c a: f e / FLOW 4" SEWER �\ / ,.�j\ SEWER LATERAL �� ;\�� 8 STONE BELOW CONCRETE % % % %� %� % %� % %� %�' %� % %�% -\ # APRON TO PREVENT CLEANOUT TYPE 2 SEWER I TRENC ING, S EDD NG 6" SEWER LATERAL SETTLING. EXTEND TO — AND BACKFILL DETAIL 6" x 4" REDUCER GLUED WITHIN 3' OF THE UNDISTURBED EARTH. ( HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS FOUNDATION OR GASGETED OUTSIDE OF THE BEYOND THREE FEET OF BUILDING) FOUNDA11ON NOTE: TOP OF C4STING OR CLEANOUT CAP SHALL EXTEND 0.20 FEET MINIMUM ABOVE FINISHLD GRADE UNLESS CONSTRUCTED WITHIN PEDESTRIAN OR VEHICULAR TRAFFIC WAY. UNLESS APPROVED BY ENGINEER, SANITARY SEWER CASTINGS OR CLEANOUTS MUST NOT BE WITHIN ONE (1) FOOT HORIZONTAL DISTANCE OF ANY PAVED OR CONCRETE SURFACES. CLEANOUT TYPE 1 NOTE: OUTSIDE 3' OF THE FOUNDATION ALL CLEANOUTS AREA TO BE 6" SDR 35 GASGETED PIPE. ALL CLEANOUT FITTINGS ARE TO BE SDR 26. TYPICAL CLEANOUT DETAILS r13 — csol NOTE: SEPARATION BETWEEN WYE FITTING: A. OPPOSITE SIDE LATERALS 1) 1' MINIMUM BELL TO BELL 8' MINIMUM 2) BELL TO SPIGOT MAY BE ADJACENT (TYPICAL ALL LATERALS B. SAME SIDE LATERALS GREATER THAN 12 T 1) 5 MINIMUM SEPARATION DEEP) 6' MINIMUM 1 (TYPICAL ALL LATERALS �.. �SHALLOWER THAN 12' ` 1' (TYPICAL ALL RIGHT -OF -WAY " rtl DEEP) LATERALS) OR EASEMENT LINE FOR SEPARATION SEE NOTE ONE PIECE TEE -WYE REQUIRED NOTE: t- -"�_ - I RIGHT -OF -WAY ALL WYES AND SHALL BE SDR 26 I OR EASEMENT LINE 22.5' OR 45' _ 6" PVC SDR 35 I!� MAIN SEWER LINE c BEDDING TO BE PLACED ON UNDISTURBED EARTH. COMPACTION OF #8 STONE IS CRITICAL UNDER ALL JOINTS AND FITTINGS. IF PROPER COMPAC11ON CANNOT BE ACHIEVED, �. THEN PLACE A MINIMUM OF 6" OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH CONCRETE PLAN VIE W AROUND THE PIPE TO BEAR ON STABLE GROUND (PER ENGINEER). PAINTED GREEN 2" X 4" DEPTH TO LATERAL TO BE SHOWN ON MARKER. (TYPICAL ALL LATERALS) A MINIMUM OF 8" OF 18 STONE OVER RIGHT -OF -WAY THE CONCRETE CAPPED WYE SHALL BE OR EASEMENT LINE PLACED PRIOR TO BACKFILLING. 4' FINISHED GRADE STEEL DETECTOR POST X11, �Ir, , 01/1 2' MINIMUM 4' MINIMUM / \�� /� \ \ 5' MINIMUM - 8' MAXIMUM 22.5' OR 45' �� //� (TYPICAL ALL LATERALS) -'4 ., -= -,sue -. _. 4' MINIMUM J\ c " ,:., 75' OR LESS FOR SHORT SIDE } . F�-`-°"�` CAP FOR LATERALS 45' OR LESS FOR LONG SIDE ' THIS ANGLE MUST BE 45' OR FUTURE CONNECTION LATERALS �- (TYPICAL ALL LATERALS) LESS FOR ALL LATERALS k�- SHALLOWER THAN 12 FEET. �. .A;'? MINIMUM 4' CONCRETE COLLAR REQUIRED, NOT TO EXCEED BEYOND FIRST PIPE JOINT 6" MINIMUM MINIMUM FA �/8" PER FOOT �" Ae.r MAY NEED TO BE DEEPER FOR OF WYE. IF A WYE IS LESS THEN 12' DEEP, f (TYPICAL ALL LATERALS) LONG BUILDING LATERALS OR THEN CONCRETE COLOR IS AS REQUIRED FINISHED GRADES SLOPING AWAY PER ENGINEER'S DISCRETION. MINIMUM FROM SEWER. CONCRETE STRENGTH OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH. NOT REQUIRED FOR DUCTILE IRON TEE. SECTION ALL FITTINGS SHALL BE OF ONE PIECE CONSTRUCTION. NOTE: ALL LATERAL BEDDING SHALL BE AGAINST UNDISTURBED TRENCH. 12' DEEP OR GREATER LESS THAN 12' DEEP NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM FINISHED GRADE TO THE TOP OF MAIN SEWER LINE. SERVICE LATERAL DETAIL ri csol 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. K'9 csol NO SCALE SEE ARCHITURAL DRAWING FOR DETAILS e PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION WITHIN RIGHT OF WAY ri 0 0801 IVIVLI LHIVUJI.Hr"Cll JURrHI,tJ YYIIrIIIV THREE FEET OF BUILDING) =E °R STORM TYPICAL UTILITY CROSSING 12' -4" 4( 2500 psi CONCRETE BOTTOM OF TRENCH (*"l 2 c8o1 VINGING TRUCK ENTRANCE GATE w/ NO PARKING" SIGNS ON DOOR l� V� 3" OF TOPSOIL 6„ 24„ Lo° O O° O 0° 0 0° O -0 ° 0 v 0 ° O v 0 ° O v 0 ° O O 00 ° 0 00 ° 0 00 ° 0 00 0 00 ° 0 00 ° 0 00 ° O 00 0 0 0 O 0 0 o O 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° o° o° 0 °0 0 °0 0 °0 0 °0 0° f 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 BACKFILL 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 PARKING LOT PAVEMENT SECTION (`6� �01 X =WIDTH OF SIDEWALK 6' -0" X IF X< 48" THEN SLOPE OF FLARED 6" 18" alr, `11 3 �4„ R . c0 24" COMPACTED SUBGRADE 2' CONCRETE CHAIRBACK CURB AND GU TTER C801 24" SEALED EXPANSION JOINT 1 1 /2 "R PAVEMENT � w �— Perspective View -earth cut away \ © To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE 15 C801 \ I MAX. 1:12 SLOPE X. :�• d r=1Tr= 15 -1 11=1 I I— I I �I I �Iir a - ,,I ,.1I CONCRETE CURB 8" SECTION A— A WHEELCHAIR RAMP DETAIL oCr LP z CHECKED BY: SIDE SHALL NOT 3" TOPSOIL ° ° w � ow f ' SHEET NO.: V "a o OF EXCEED 1:12 o >, CSO1 aJ `r NOTE. z 6' -3" BETWEEN z h no p 1) 1" Or Smaller Service Line 0 0 TRANSVERSE JOINTS d W x � Shall Se Direct Tap Unless 12" U 48' -0" BETWEEN EXPANSION JOINTS (MAX.) W Approved By Carmel Utilities. '• ' � '.' .� �:�'..• • ,: Lii �''. o:..: '..d• �'' . ' III -= I I —� `� — .' .' . ' ,.� O' Curb Stop Concrete Block Brand And Model Approved By ..�' '' -• :' -p .�.o��• .•: '�.•.. ' o • . '' EARTH BAC KF ILL III -►� =III — :" ' :: °•' :.. • r) •:,:::.• -. RED - ILLUMINATING Corporation Stop Mueller H- 15006, Water Main Or Equal Q `. Cn : • . V1 II —I N :III'. :'.•'.' °..4 : . :..:.' . O TAPE (LETTERS) Double Strap 'o' �, :' III =� I �I I _ III _ :.' ...: 4) 2 inch taps and smaller shall not be installed P A R :. �.�• within 18 inches of mochanical ;' ..:' p',' • :: .'.. :.''• .'p.'. .. joints and bells. .� . (Veri)5) ' #53 COMPACTED — 0 �o • v . 0 0:v� - C STONE BASE ° • O °O • O °° 000 - 000.000 °. O -..--0' •.c • O °° • O °O O O o O • O 0-.-. °° - 000•000•o°O•o °O. 000.000. 000•' °O 0 n • J d .. d �' . RED - ILLUMINATING -000-000-000-000-000-000-n00-0 o 00.000.000.000.0-0- o °0.0 °0 00 ° " °O o 0 °o °O ° 00 . TAPE (ARROW) o O, o O, o° ° 0 00 • 0 00 • 0 00 � 0 00 � 0 00 � 0 00 � 0 00 • 0 00 • 0 00 • 0 0° • 0 00 • 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 ° o O 0 O' . .. [5• ' ^ .. TAPE (BORDER) Copper Service Line Y o ° O, o O, o °, ° O, o O, o O, o 1:10 A 1:10 2' CONCRETE CHAIRBACK CURB 2 mnz- 4' - 0" And Smaller And Direct Tops Made To Ductile CITY OF CAR M EL WATER SERVICE NO SCALE csol Iron Pipe, C /ass .350 or Greater. STANDARD (WITHOUT GUTTER c8o1 DETAIL PLAN VIEW (Verify With Owner For Pressure Class DIP.) SEALED EXPANSION JOINT 1 1 /2 "R PAVEMENT � w �— Perspective View -earth cut away \ © To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE 15 C801 \ I MAX. 1:12 SLOPE X. :�• d r=1Tr= 15 -1 11=1 I I— I I �I I �Iir a - ,,I ,.1I CONCRETE CURB 8" SECTION A— A WHEELCHAIR RAMP DETAIL oCr LP z CHECKED BY: Ef UJ ° ° w � ow f o � SHEET NO.: V 11 O w� � z o >, CSO1 aJ `r NOTE. z 6' -3" BETWEEN z h no p 1) 1" Or Smaller Service Line 0 0 TRANSVERSE JOINTS d W x � Shall Se Direct Tap Unless 12" U 48' -0" BETWEEN EXPANSION JOINTS (MAX.) •�� '.�.'I '�'' '�'•5: •ter +'' :: :a ::► • .a 'I' � :'y .. `. ..a: .•i.•'• - j•: '. e.' j'• tea' yam; 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.3 C801 5 0' TOP OF CURB 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 C801 SEE PLAN ---------- I I I I I I I I I I SEE PLAN I I I I I I I I I I I I L— -- - - - - -- --J 2- 2'LONG #3 BARS, EACH CORNER PLAN 7 '..,/ A CD j�� / /�� ASPHALT PAVING COMPACTED FILL CONCRETE 2500 PSI MIN/ 6X6X10/10 WWF SECTION CONCRETE DUMPSTER PAD 8 C801 LP Curb Box With Cover 0 DRAWN BY: CHECKED BY: BET TRASH DUMPSTER DETAIL SHEET TITLE: STREET, STORM AND SANITARY SEWER DETAILS r—� U SHEET NO.: 11 ...t 0 >, NOT TO SCALE` CSO1 Sts, `r NOTE. oc o a h no p 1) 1" Or Smaller Service Line 0 0 2Ez d W x � Shall Se Direct Tap Unless 12" U W Approved By Carmel Utilities. 44 O O 2) Corporation Stop Shol/ Be x Curb Stop Concrete Block Brand And Model Approved By � o o w � Carmel Utilities. � IN n 0 hm RED - ILLUMINATING Corporation Stop Mueller H- 15006, Water Main Or Equal CO p 3) Service Line Top Shall Be J) With A Min. Horz. •� V1 C-5 Seperation Of 24' O TAPE (LETTERS) Double Strap Service Saddle * 4) 2 inch taps and smaller shall not be installed P A R within 18 inches of mochanical Length — Varies 1, f joints and bells. WHITE - ILLUMINATING (Veri)5) TAPE (BACKGROUND) N VT I 1W E RED - ILLUMINATING TAPE (ARROW) o RED - ILLUMINATING TAPE (BORDER) Copper Service Line 0 N 0 PARKING SIGN DETAIL K�l 2 * Service Saddle Must Be Omitted For Services 1 " mnz- And Smaller And Direct Tops Made To Ductile CITY OF CAR M EL WATER SERVICE NO SCALE csol Iron Pipe, C /ass .350 or Greater. STANDARD DETAILS DETAIL (Verify With Owner For Pressure Class DIP.) 10O7 Co01 Dafie: MOrch 2001 Scab: Not To Scale _ 0onea � H° ^ry Drowiny Name: CW4 Engineers. Inc. SEE PLAN ---------- I I I I I I I I I I SEE PLAN I I I I I I I I I I I I L— -- - - - - -- --J 2- 2'LONG #3 BARS, EACH CORNER PLAN 7 '..,/ A CD j�� / /�� ASPHALT PAVING COMPACTED FILL CONCRETE 2500 PSI MIN/ 6X6X10/10 WWF SECTION CONCRETE DUMPSTER PAD 8 C801 �i '0'o4 T g�'' %.,,,�� Q - �G\STERc�..'�f- N o. ' 10000075 STATE OF AtDIANP.... %SS.ONAL DATE: 6/30/06 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 LP 6/30/06 0 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET, STORM AND SANITARY SEWER DETAILS r—� U SHEET NO.: ...t 0 >, � Q) O 0 OC oc o a LL no 0 0 2Ez LL-J W x � � �i '0'o4 T g�'' %.,,,�� Q - �G\STERc�..'�f- N o. ' 10000075 STATE OF AtDIANP.... %SS.ONAL DATE: 6/30/06 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.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET, STORM AND SANITARY SEWER DETAILS r—� N: \1238 \056 \DWGS \C801.DWG SHEET NO.: >, � Q) O Ct 4 Z r 11) U) O W x � � U W 44 O O `� x CO � � o w � � Ir CO p Q •� V1 C-5 O � DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET, STORM AND SANITARY SEWER DETAILS DRAWING FILES: N: \1238 \056 \DWGS \C801.DWG SHEET NO.: ,, v Z < O 0 O (3o CD O ,r; QC 0 cc I 0 :C U v C 3C 1' STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "07" Plat denoting boundaries is provided separately. A Project Type: This site consists of the construction of 1 story building and parking lot. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached C101 Letter. A6 Location of proposed site improvements: See sheets C101 to C102. 77 14 Digit Hydrologic Unit Code: 05120201090060 AS State or Federal water quality permits: None 79 Specific points where stormwater discharge will leave the site: Stormwater will discharge from the site via the existing storm sewer into Schricker Pond within the Village of WestClay. The pond will then discharge into teh JW Brendle Drain. 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: An existing pond is Village f WestClay. located to the south of the site within the age The a po nd drains into the JW Brendle Drain.. All Receiving Waters: JW Brendle Drain Al2 Identification of potential discharges to groundwater. None. , 13 100 Year Floodplains, Floodways and Flood Fringes: None. A14 Pre- Construction and Post Construction Peak Discharge: 10year Pre - Construction Peak Discharge = 1.6 CFS 10year Post Construction Peak Discharge = 5.1 CFS A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan - Pre - Construction Plan Sheet C103 for more information): North: 131st Street South: Village of WestClay Section 6001 Schricker Pond East: Village of WestClay Section 6003, Moutrie Street West: Residential 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 -C104. 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 existing 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. Al 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 Primrose School project during construction protecting the adjoining properties and JW Brendle Drain. The existing watershed sheet flows, enters Schricker Pond and eventually discharges into JW Brendle Drain. PRECONSTRUC110N ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Mole ;) at 1- 800 - 382 -5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. 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. 3. Curb inlet protection shall be installed at existing curb inlets and beehive as depicted on plan. 4. A construction entrance shall be placed per the plan location. 5. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. 6. 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, proceed with parking lot construction. 4. Sweep and clear all debris from streets and parking lots at least twice weekly. 5. Final grade all areas. Re -seed any disturbed areas. 6. Remove all temporary erosion and sediment control measures. 7. Notify the City of Comrel with a Notice of Termination letter upon completion of the project and stabilization of the site. B3 Stable construction entrance location(s) and specifications: See Stormwater Pollution Prevention Plan Sheet C104 for location and Sheets C802 -C803 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 C803 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 C803 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 C803 for construction details and specifications. 87 Runoff control measures: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of runoff control measures and Sheet C803 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 C803 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 C803 for construction details and specifications. 1310 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 C803 for construction details and specifications. B 11 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 C803 for construction details and specifications. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of permanent surface stabilization measures and Sheet C803 for construction details and specifications. 813 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, 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 Sills: 1. Nearest Navigable Water: JW Brendle Drain 2. Drainage System: The existing watershed sheet flows into Schricker pond before entering the JW Brendle Drain. 3. Possible Spill Sources (during 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 construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any t( lephone. I 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. I b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317 -2.,3 -7745 Toll Free 800 - 233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: - Time of observation of 11 the sp I - 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 -0ER on procedures and reports involved i 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 riot be permitted unless so authorized by the Indiana Department of Environmental Management. 01.4 Monitoring and maintenance guidelines for pollution prevention measures: A self- monitoring program must be implemented by the project site owner to ensure the stomrwater pollution prevention plan is working effectively. A trained individual, acceptable to the City of Carmel, shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event. If there are no measurable storm events within a given week, the site should be monitored at least once in that week. Weekly inspections by the trained fidiv:dual shall continue until the entire site has been stabilized and the 'verified" copy of the Notice of Termination has been issued. 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. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect and clean at least once per week and after Every 0.5 inch rainfall event. 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 tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. At least once a week and after every 0.5 inch rainfall event inspect, repair and clean curb inlet protection. Keep grates free of debris. 4. After the contributing drainage area he- been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and disp.)se 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 area(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. l 5. Repair any broken road pavement immediately. 815 Cl C2 C3 C4 C5 Erosion & sediment control specifications for individual building lots: See Stormwater Polluntion Prevention Plan Sheets C103 -C104 for lot erosion and sediment control specifications. 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. Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution ' Prevention Measures Maintenance Requii ements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Install and maintain post- contruction BMPs. A series of wet ponds and a mechanical BMP will Abe utilized for the overall Village of WestClay development before discharging offsite. 3. 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. 4. 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 /pollutants will not enter the proposed wetlands. 5. 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. 6. Inspection and maintenance of individual lots is the responsibility of the builder or his designee' until the owner buys and thereby accepts responsibility for the individual lot. Description of Iproposed 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 by using a wet detention pond and mechanical BMPs. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) for this project site and surounding area include: a. Dention /retention - Detain stormwater runoff an extended period of time to allow pollutants that are suspended to settle out. b. Permanent erosion control seeding and plantings - Biological and chemical processes in soils and vegetation to filter out pollutants. c. Vegetated strips and /or swales - Biological and chemical processes in soils and vegetation to filter out pollutants. d. Outlet protection & velocity dissipation devices - Prevent surface erosion resulting in decreased suspended solids and preserving established downstream vegetative cover. e. Mechanical BMPs - Reduces oil, grease, debris, and suspended solids through gravity, centrifugal force, or other methods. 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. Location, dimensions, specifications and construction details of stormwater quality measures: A wet pond and a mechanical BMP will be utilized as post - construction BMPs. See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of temporary stormwater quality measures and Sheet C803 for construction details and specifications. Description of ,maintenance guidelines for proposed water quality measures: See BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUMN PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a 'dry and clean site'. The best option would be to perform maintenance act iv it i es at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). 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 waterccurses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary n covers containment a d co e s f r o these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment f ue lin g s h ou l d be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOHO WA'STF MANAGFMFNT scrbtion and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoam and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trosh- 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 ra in out o r to prevent loss o f w astes when it is wind y . Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or pending. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin 5 ^scr, I %tlor: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. r Apjropr -at., A?,e�catiors: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. rrp%emen to tior: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. "/loin t enorce: 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 !i °sue r G tlor: 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. hpo�opr0t Appiicotiors: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. /n ,,- ,!e,,-T?�Yn to tlor: 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. I1arnter1arc�. 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. Gravitv Baa Filter Descrip tio,�. 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. Appropriate Applico tions: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implemer, to tion: 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. Ma -n ter,0ncc: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate.The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: Is this Fvaluation followina a rainfall Yes Date of Inspection: No If ves_ date the rain stnnned- InrhP.q No. PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? in STORMWATER POLLUTION 2. Are all necessary permits attained and special provisions being implemented? N: \1238 \056 \DWGS \C802- 803.DWG SHEET NO.: ®. 3. Is a construction entrance installed? Is it effective? Is it enough Z .i p 4. Public and private streets are clean? 6 U Oa 5. Are appropriate practices installed where stormwater leaves the site? 0 a LL 6. Silt fence is entrenched into the round? � Z r- ' --- ' 0 z = O 7. 1 Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? w � n1 W Terminated to higher round? Property joined at ends? = U _C:4 Jn4 = W 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? wC_� 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? 2 a C) x E-� 10. I Diversions swales and/or waterbars are installed to plan and protected? W x o 11. Perimeter practices have adequate capacity and do not need to be cleaned out? '" 4 U U 12. Inlet protection is installed on all functional inlets? not filter fabric under rate O w 13. Inlet protection is installed so water does not flow under it? � M 14. The frame, cross- brocin and/or stakes are adequate and meetspecifications? co C:) 15. The fabric straw, mulch and/or stone is intact without holes or tears? c_ 16. Catch basin insert protection is installed where required? 17. 1 Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or protected? 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 vegetation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. 1 Final grading and stabilization is progressing on completed areas? 26. The soil has been ro erl re ared for seedin ? 27. Hard or soft armoring 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. 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 AC110N Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Date: Contractor Representative contacted, name and date: Date: Report Submitted by. Date: ,\`'000\11111111 \\\\� 1 11111 1 1 1 1 fill////,,, / /i �,, w\ ON T. B/' %,'/ �� \'`O.. v / �P. �G�STER , �_ e- Fo .F N o. 10000075 = � STATE OF O� / �� / �` ND IAN P.. ��\\\. /��SS,y� ��G\\��• // /iii /i�InNAI nlllll��`` 3/t4v� i /3,u.., L,._ i DATE: 6/30/06 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 CORPORAT10N 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 2E 6/30/06 O N (49 11111111111111111111 ZV in STORMWATER POLLUTION 2E r-111 U N: \1238 \056 \DWGS \C802- 803.DWG SHEET NO.: ®. 0 -+--') Z .i p CC nM W 6 U Oa r. OC 0 a LL ICL � Z r- ' --- ' 0 z = O E w w ,\`'000\11111111 \\\\� 1 11111 1 1 1 1 fill////,,, / /i �,, w\ ON T. B/' %,'/ �� \'`O.. v / �P. �G�STER , �_ e- Fo .F N o. 10000075 = � STATE OF O� / �� / �` ND IAN P.. ��\\\. /��SS,y� ��G\\��• // /iii /i�InNAI nlllll��`` 3/t4v� i /3,u.., L,._ i DATE: 6/30/06 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 CORPORAT10N 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: �� 6/30/06 1238.056 DRAWN BY: CHECKED BY: CZ SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES r-111 U N: \1238 \056 \DWGS \C802- 803.DWG SHEET NO.: (C C":'�) (0 2 -+--') nM W 6 U CO �i:__ _<11 z 0 r____4 U � Z r- ' --- ' Z 11 M _ V) O w � n1 W = U _C:4 Jn4 = W O-,;- wC_� C�� O O 2 a C) x E-� W x o Q) Qy) � '" 4 U U bXI O w CZ � M M---q P34 co C:) c_ O Q I E_- F" DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \056 \DWGS \C802- 803.DWG SHEET NO.: (C C":'�) (0 2 v L �i 0 CN CN x J. i QC 0 00 i 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 can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. 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 14 wo -� CURB INLET (�� III► ��IIIIIIIIIIIIIIIIIIII RUN, OFF CURB BARRIER NO SCALE �1 3 ff -' .� IJ - - _71),r` '' 1s, C� =' \J as - S1T1iE�°6�' %'/�.....�-°•�� 0_ s rN ?r i..+' ° #:3 ��y L.�S��B"F�...f ( r' j r �,O 1 c2. 6- - r 1%\ ;. { SEEDING 6" MIN. TURN DOWN �II EROSION CONTROL BLANKET / R (NORTH AMERICAN GREEN /'IIIg S -75 OR EQUAL) EXISTING GRADE EROSION CONTROL MATTING DETAIL SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN 12" SOILS MAP NOT TO SCALE GROUND SURFACE 2' -O" -MIN --- _.._ ,_.. __ ��''' COMPACTED EMBANKMENT M 3:1 OR FLATTER MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE ND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE S EDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL i SILT FENCE X X -I 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° Oe• • o O •e °O . o ° a • o o °O•o °O• PUBLIC ROAD ° ' ° ° °' °° ° ° °' 50' (MIN) \ \ Oeo °O vo •O ve O °e° ° •o O•o a•o O•o O•o e °O.o °O.e °O.eo0.e °°.° °O.o • • • O.O•o e O. o•O•o °O•o O•o O•o O.O ° O, o a a, o• O,° e 0, °• O, o e 0, °. O, e• O, o• O• o° O•o °O•o °°•o °O•o °O•o °O•o °O•o °O•o \ o•000•000•000•000.000.0 00. •O.o•O,o•O,o • o ° O • e ° O • ° O • e ° O • e ° O • e ° O • e ° • e ° O • e ° O • o ° O • o • o • o �• •a . ° •° . ° o . ° ° a • e ° ° o • o • 00--,0- e ° o . e ° O • o •o•e e• •o• •o•e•°�e o -O•o° .0 .0 a.. 0. o -.. -e ;o • o °O . o '0.0 '0-0 •O • o •O . e • ° • • • e • ° O . O ° O . O ° O • O ° O . O ° D • O ° O • O O• •O �o ° • ° � e • O • e ° O . o ° O • o • O • o • O . O ° 0.0 ode ••• e O : ' e a•e• O.o•O.o °O.o•O.o•O• °O.e °O o ae •° • O 0.000.000.0.0.01 ° 6" (MIN) ' ° =° ° °•° • ° °° ° •° ° ° e.e °°•° °° o . ° ° ° °° 0-0 O • a •eke •o. O. 2 " -3" COARSE °•° 12' (MIN) AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL STORMWATER POLLUTION REVENTI N SCHEDULE EROSION CONTROL MEASURE MAINTENANCE I INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED to stakes over fabric as reinforcement. I PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED if mulch is applied. I 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 NEEDED4' PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED F+i I AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED I AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDEDI AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED11 AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED11 AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED 11 AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N/A CD 11 AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A O I AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A I AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED a 2 2 2 2 SLOPE 1 LENGTH 1 (FT.) 1 1 KLQUIKLU UUL IU ULNIH Ut tLUM X CHANNEL LININGS UTIUZE STAPLE PATTERN 'C' 4:1 3:1 Z. 1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT E S PROJECTED WATER LINE. LOPE 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. SILT FENCE PROJECT NO.: Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. DRAWN BY: All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. use mulch. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. if mulch is applied. Fabric Weight ............................ ............................... 4 oz /syd GrabStrength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 lbs. BurstStrength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 A. O. S......................................................................... 50 -80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 Silt Fence Material Stakes @ 5' O.C. Fence Post Z (•� Ground Surface Fence Post Should-/ -Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. a / 3 ° °� ROLL BLANKETS 4 THE BLANKET SHOULD NOT BE OUT IN DIRECTION _ ON LONG SLOPES, THE ENDS OF THE STRETCHED BUT ALLOWED TO LAY BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO WATER FLOW. r� 4 - 6' IN A 'SHINGLE EFFECT'. ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. n PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, Q' .:.... FERTILIZER AND SEED SHOULD BE d:- cam:. :: a ::::::�y :; .. CONDUCTED AS NORMAL PRIOR TO • INSTALLATION OF BLANKET. ROLL BLANKETS OUT IN DIRECTION OF WATER FLOW. 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. EROSION BLANKET INSTALLATION SILT FENCE DETAIL N TS Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** Temporary Seeding and Stablization Dates Permanent Seeding Da DANDY BAG Installation and Maintenance Guidelines Installation: The empty Dandy Bag® should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance. Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag® as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. DANDY BAG FLAP FOLDS OVER TO ENCLOSE GRATE VELCRO /-- CLOSURE GRATE LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE STANDARD FABRIC IS AN ORANGE WOVEN MONOFILEUENT GRATE DANDY BAG® * Not necessary where mulch is applied. 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, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CROSSBARSAr-� / BEEHIVE INLET OR DRAIN AGE COVER 24" L W W LATHS SILT FENCE MATERIAL- SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: �W� 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE PROJECT NO.: Irrigation needed during this period. To control 1238.056 DRAWN BY: erosion at times other than in the shaded areas, BET use mulch. * Late summer seeding dates may be extended 5 days i-i if mulch is applied. ** Increase seeding application by 507.. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE 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 Z 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* DANDY BAG Installation and Maintenance Guidelines Installation: The empty Dandy Bag® should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance. Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag® as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. DANDY BAG FLAP FOLDS OVER TO ENCLOSE GRATE VELCRO /-- CLOSURE GRATE LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE STANDARD FABRIC IS AN ORANGE WOVEN MONOFILEUENT GRATE DANDY BAG® * Not necessary where mulch is applied. 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, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CROSSBARSAr-� / BEEHIVE INLET OR DRAIN AGE COVER 24" L W W LATHS SILT FENCE MATERIAL- SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: �W� 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE ``��\\\ultu I t I►rllil�� //��i G\STERF No. 10000075 ?� STATE OF / / / / / //// /1111II 1111111 \ \\ 3144wW4 ii L DATE: 6/30/06 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.: 6/30/06 1238.056 DRAWN BY: 0 BET SHEET TITLE: 0 PREVENTION DETAILS & NOTES i-i N: \1238 \056 \DWGS \C802- 803.DWG SHEET NO.: JU �0 TTY �1� (v/ �i TOE �� a5 0X Z W 0 a LL an 4 Z (•� 0 cii z 0 F+i �n Ld �L ``��\\\ultu I t I►rllil�� //��i G\STERF No. 10000075 ?� STATE OF / / / / / //// /1111II 1111111 \ \\ 3144wW4 ii L DATE: 6/30/06 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.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES i-i N: \1238 \056 \DWGS \C802- 803.DWG SHEET NO.: C (O(CD3 TTY �1� (v/ �i TOE �� a5 Z I� Pr a-� Z (•� T V i O F+i V �L j:4 O 0 Oa� C:)p Ir� CD � O O u�u 1("AWY' 1^ 1� DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \056 \DWGS \C802- 803.DWG SHEET NO.: C (O(CD3 EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from off site shall be of kind and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other refer - -3nce points; if disturbed or destroyed, contractor shall contact engineer. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the trees shall be buried onsite or removed to disposal areas off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). The location of on site bury pits shall be designated by the owner or the Engineer. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree point. 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 F, s a e as specs ie in ec ion 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. 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 STREETS CLAY TOWNSHIP REGIONAL WASTE DISTRICT STORM SEWER SYSTEMS 1. SCOPE OF WORK SUMMARY OF LATERAL INSTALLATION REQUIREMENTS SHEET TITLE: 1. All houses, buildings, etc., shall connect to the 1. SCOPE OF WORK The work required under this section includes all District's sanitary ewers stem within 90 days of Y Y Y The work under this section includes all storm sewers, concrete and bituminous paving and related items necessary to complete the work indicated on drawings notice providing a sewer is within 300 feet for Hamilton County or 100 feet storm water inlets, and related items, including and described in the specifications, including but not for Boone County of the property line. Only one excavating and backfilling, necessary to complete the work shown on the drawings. limited to: building may connect to the sewer main per lateral unless otherwise approved 2. MATERIALS All streets, parking areas in contract limits Curbs and gutters by the District. 3:46 Sidewalks and concrete slabs, exterior steps 2. No foundation or other storm water drains shall A. Storm Sewers 2. MATERIALS be interconnected to the sewer lateral installed and 1. Reinforced concrete sewer pipe shall confirm 0.854 L connected to the District's sanitary sewer. to ASTM C -76 latest revision, with joints A. Concrete - Concrete shall be ready -mixed concrete 5:40 conforming to ASTM C -443 latest revision. and shall be a mix of proportioned fine and 3. The existing sewer line from the building to the When storm pipe is submerged coarse aggregates with Portland cement and water. septic tank may only be used if it is located under B. Manholes Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall a building addition, patio, 7:34 be 5.5 U.S. gallons per sack of cement, including porch or paved driveway. Air test is required to 1. Precast reinforced concrete manhole sections moisture in the aggregate. Slump for normal show if acceptable for re -use. The property owner and steps shall conform to ASTM C -478 latest weight concrete shall be a maximum of 4 inches shall bear the cost of all testing. The District inspector must be onsite for revision. and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1 -1/4 the duration of the air test. 2. Casting shall be of uniform quality, free inches nor more than 3 inches. Standard test 4. The owner or contractor shall notify the District from blow holes, porosity, hard spots, shrinkage distortion or other defects. They ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall prior to covering the installed lateral so that the shall be smooth and well cleaned by shot be 4000 psi. All exterior concrete shall have District can make an inspection to determine compliance with the - blasting or by some other approved method. air entrainment of 5% to 8% by volume per ASTM C District's sewer use ordinance. Such notification shall They shall be coated with asphalt paint which shall result in a smooth coating, -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: be made 24 hours tough and tenacious when cold, not tacky or 19:58 prior to the need for the inspection. If the brittle. They shall be gray iron meeting 1. Portland cement - Conforming to ASTM C -150, inspection fails and a second inspection is required, ASTM A -48 latest revision. Type IA or Type IIIA. or contractor is not on site 14:10 17:48 for scheduled inspection, or fails to cancel 3. Joints - Manhole sections shall be jointed 2. Aggregates: Conforming to ASTM C -33 inspection, an additional fee of $100.00 will be due. with rubber type gaskets. The rubber type 18 This must be paid prior to gaskets shall meet ASTM C -443 latest 3. Water - Shall be clear and free from the time of the follow up inspection. revision. When manhole and storm pipe are injurious amounts of oils, acids, alkalies, 32:03 continuously in water. organic materials or other deleterious 5. Property owners are hereby advised that the 57:41 substances. County Board of Health regulates the operation and C. SUBDRAINS 10.470 L maintenance of private 26:10 B. Welded Steel Wire Fabric - Where required for sewage disposal (septic) systems. The County 1. Perforated plastic pipe subdrains shall concrete reinforcement shall conform to ASTM A185. Ordinance provides in part that, upon connection to conform to ASTM F -405. 24 a public sewer, a 89 C. Premoulded Joint Filler - Shall be of non septic tank " ?shall be abandoned and filled with 3. APPLICATION - extruding type meeting ASTM D -544 except that earthen material in a safe and sanitary manner." 68:22 premoulded joint filler used in concrete walk Please contact the A. Permits and Codes - The intent of this section of construction may be either non - extruding or appropriate County Board of Health for further the specifications is that the contractor's bid on resilient. information. the work covered herein shall be based upon the 57:41 72:07 drawings and specifications but that the work D. Bituminous Pavement Materials - All materials 6. Acceptable Pipe Materials: shall comply with all applicable codes and proposed for the construction of bituminous PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE regulations as amended by any waivers. Contractor pavements shall comply with the Indiana Department PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE shall furnish all bonds necessary to get permits of Transportation specifications, per latest GASKETS JOINTS ASTM D 3212 for cuts and connections to existing sewers. revision. GASKETS ASTM F -477 160:15 33 FITTINGS - SDR -26 B. Local Standards - the term "Local Standards" as E. Compacted Aggregate Subbase: Shall be crushed DUCTILE IRON MECHANICAL COUPLING WITH PROPER used herein means the standards of design and stone or gravel. Crushed gravel shall be a FITTINGS. construction of the respective municipal minimum of 35% crushed material. Chert shall be CLEAN OUTS TO BE LOCATED THREE FEET WITHIN department or utility company. limited to a maximum of 8% of the total. Material THE FOUNDATION AND 1 86 shall be free from an excess of flat, elongated, NO MORE THAN 100 FEET APART. C. Existing Improvements - Maintain in operating thinly laminated, soft or disintegrated pieces; 1 128:12 condition all active utilities, sewers and other and shall be free from fragments coated with dirt. 7. Bedding: drains encountered in the sewer installation. Compacted aggregate shall be graded as follows: Use Number 8 crushed stone or Number 8 fractured Repair to the satisfaction of the owner any damage face aggregate to existing active improvements. SIEVE SIZE % PASSING Fill material is to be placed from 6 inches below to 6 inches above the pipe D. Workmanship - To conform to all local, state and 1 -1/2" 100 The trench should be a minimum of 18 inches wide national codes and to be approved by all local and 1" 80 -100 state agencies having jurisdiction. 3/4" 70 -90 8. Laterals shall be installed no closer than 20 feet 1/2" 55 -80 from water wells unless PVC pressure grade pipe is E. Trenching - Lay all pipe in open trenches, except #4 35 -60 used meeting SDR when the local authority gives written permission #8 25 -50 21 and ASTM D -2241. Any proposed installation for tunneling. Open the trench sufficient ahead #30 12 -30 requiring pressure pipe shall be reviewed and of pipelaying to reveal any obstructions. The #200 5 -10 accepted by the District width of the trench shall be the inside pipe and the District's engineer prior to installation. diameter plus 24 inches for 12 inches above the 3. APPLICATION pipe. Sheet and brace trench as necessary to 9. Where a transition is made between SDR 35 pipe protect workmen and adjacent structures. All A. Grading - Do any necessary grading in addition to and pressure grade SDR 21 pipe, a ductile iron trenching to comply with Occupational Safety and that performed in accordance with Earthwork gasketed mechanical Health Administration Standards. Keep trenches Section, to bring subgrades, after final coupling shall be used. free from water while construction is in progress. compaction, to the required grades and sections Under no circumstances lay pipe or appurtenances for site improvement. 10. Laterals shall terminate within 3 feet of the in standing water. Conduct the discharge from building unless the conditions in item #3 above are trench dewatering to drains or natural drainage B. Preparation of Subgrade - Remove spongy and met. No glued pipe shall be channels. otherwise unsuitable material and replace with installed outside of building foundation walls. stable material. No traffic will be allowed on F. Special Supports - Whenever in the opinion of the prepared subgrade prior to paving. 11. Additional information on District standards and Engineer the soil at or below the pipe grade is specifications may be obtained from the District's unsuitable for supporting sewers and appurtenances C. Compaction of Subgrade - The first 6 inches below office during business specified in this section, such special support, the subgrade shall be compacted to at least 100% hours of 8:00a.m. to 4:30 p.m. Monday through in addition to those shown or specified, shall be of the maximum dry density as determined by the Friday. All District standards can be located on our provided as the Engineer may direct, and the provisions of AASHO T -99. Water shall be web site at contract will be adjusted. prevented from standing on the compacted subgrade. http://www.ctrwd.org/. Clay Township Regional Waste District G. Backfilling - Bedding, haunching, and initial D. Utility Structures - Check for correct elevation 10701 North College Suite A. backfill for all RCP installations shall be B- Borrow of all manhole covers, valve boxes and similar Indianapolis, Indiana 46280 for structure backfill meeting the material structures located within areas to be paved, and Phone: 844 -9200 Fax: 844 -9203 requirements of the INDOT. Bedding shall be placed make, or have made, any necessary adjustments in in the trench bottom such that after the pipe is such structures. 12. Septic effluent shall not be pumped out into the installed to grade and line, there remains a 4 -inch sanitary sewer system. minimum depth of material below the pipe barrel E. Placing Concrete and a minimum of 3 -inch below the bell. For pipe 13. The District shall inspect ALL laterals. Please call sizes 66- inches and larger, the minimum depth of 1. Subgrade - Place concrete only on a moist, the District office at 844 -9200 24 hours prior to material below the pipe barrel shall be 6- inches. compacted subgrade or base free from loose time of inspection. Bedding, haunching and initial backfill shall be material. Place no concrete on a muddy or compacted in 6 -inch maximum lifts to not less frozen subgrade. 14. Contractors shall lay 14 gauge -solid wire the than 95% Standard Proctor Density for the entire entire length of the lateral. Wire is to be placed on depth of the material placed. The backfill shall be 2. Forms - All forms shall be free from warp, top of the lateral. brought up evenly on both sides of the pipe for the tight enough to prevent leakage and The District inspector will verify placement of the full length of the pipe. Haunching shall extend to substantial enough to maintain their shape wire. After inspection, bedding is to be placed on the springline of the pipe. The limit of initial and position without springing or settling, top. backfill shall be 6- inches above the springline. when concrete is placed. Forms shall be Minimum trench width shall be the outside diameter clean and smooth immediately before 15. Call before you dig. IUPPS 1- 800 - 382 -5544, 48 of the pipe plus 18- inches. Final backfill for all concreting. hours prior to digging. RCP installations under and within 5 -feet of pavement shall be B- Borrow for structure backfill meeting the material requirements of the indot and 3. Placing Concrete - Concrete shall be shall be compacted in 6 -inch maximum lifts to not deposited so as to require as little less than 95% Standard Proctor Density for the rehandling as practicable. When concrete is entire depth of the material placed. The backfill for to be placed at an atmospheric temperature of the top 6- inches of the excavation below the start 35 degrees F. or less, paragraph 702.10 of of the aggregate subbase of the pavement shall be the Indiana Department of Transportation No. 53 stone meeting the material requirements of Specifications latest revision shall be the INDOT and shall be compacted to not less than followed. 95% Standard Proctor Density. Final backfill for all RCP installations greater than 5 -feet of pavement F. Concrete Curb shall be clean fill material free of rocks larger than 4- inches in diameter, frozen lumps of soil, wood or 1. Expansion Joints - Shall be 1/2 inch thick other extraneous material, compacted in 12 -inch premoulded between storm structures & curb. maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the 2. Contraction /Control Joints - Unless otherwise excavation. provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for H. Manhole Inverts - Construct manhole flow channels intersection radii where joints shall be placed 5' o.c. of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the 3. Finish - Tamp and screed concrete as soon as inside diameter of the connecting sewers. Make placed, and fill any honey combed places. changes in size or grade gradually and changes in Finish square corners to 1/4" radius and direction by true curves. Provide such channels other corners to radii shown. for all connecting sewers at each manhole. G. Concrete Walks and Exterior Steps I. Subdrains - All subdrains shall be of the size shown on the plans and shall be constructed to the 1. Slopes - Provide 1/4 inch per foot cross grades shown. All drains constructed off -site as slope. Make adjustments in slopes at walk part of the outlet drain will be located as shown. intersections as necessary to provide proper drainage. J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and 2. Dimensions - Walks and steps shall be one conditions pertaining to his phase of the work. course construction and of widths and details It shall also be the contractors responsibility to shown on the drawings. contact the owners of the various utilities before work is started. The contractor shall notify in 3. Finish - Screed concrete and trowel with a writing the owners or the engineer of any changes, steel trowel to a hard dense surface after errors or omissions found on these plans or in the surface water has disappeared. Apply medium field before work is started or resumed. broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints K. Contractor to grout joints inside storm where sidewalks intersect, and at a maximum structures where pipes enter or exit spacing of 48 feet between expansion joints. and between structure and casting. 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 ____+ h II b 'f' d' S t' 403 F, s a e as specs ie in ec ion 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. 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 Q Shown, min: s CHECKED BY: BET SHEET TITLE: 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 1 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 1 86 1 30.788 L 61:17 1 76:55 1 102:12 1 128:12 1 153:80 1 179:29 1 205:07 1 230:46 4f�PG \STE,Qc� No. 10000075 ?0 STATE OF %.,OAF �NDIANP DATE: 6/30/06 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 2 6/30/06 o � Cp CHECKED BY: BET SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \056 \DWGS \C901.DWG LUs H O n� O Ow co r4 Z a u CL cg Fm O cis z 0 i/-) w d 4f�PG \STE,Qc� No. 10000075 ?0 STATE OF %.,OAF �NDIANP DATE: 6/30/06 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.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \056 \DWGS \C901.DWG SHEET NO.: (C9(0)n n� O co Z d 1 O C:) O O w CZ � •r �O V1 DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY: CHECKED BY: BET SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \056 \DWGS \C901.DWG SHEET NO.: (C9(0)n J U 01 Iz; `c 0 0 1\ �N C\ CD 0 C-; U, i� 0 00 I City of Carmel Right of Way Paving Policy November 2, 2005 1) General A) The work subject to the requirements of January 13, 2006 this policy shall include the production, January 13, 2006 (continued) hauling /delivery, spreading, finishing, CARMEL SPECIFICATIONS compaction and her work necessary to im prepare foundations, install aggregate bases (C 9 (0) and install one or more courses of base, Soil Subgrades intermediate, or surface hot mix asphalt The work subject to the requirements of this mixtures within existing or proposed i) Subgrades shall be installed on foundations right -of -way for roadways, auxiliary lanes policy shall include the production, hauling /delivery, and asphalt multi -use paths. B) This policy shall be the basis for acceptance excavation for, placing, installation, jointing, curing, of the work by the City. Failure to adhere Section 2(B) of this policy and only after the to the requirements of this policy may finishing, and other work necessary to prepare result in non - acceptance of the work or installation of all utilities and subsurface drains other remedies outlined in this policy. C) Workmanship, materials and quality of the indicated on the approved construction documents to work completed shall conform to the 2006 bases and install concrete curbing within property Standard Specifications of the Indiana be located under the pavement are completed. Trench Department of Transportation (hereinafter within the corporate limits of the City of Carmel and referred to as Standard Specifications), backfilling work of these installations shall be in except where deviations are allowed herein, existing or proposed right -of -way. or variances are granted. D) Where the minimum standards of any other C_�; governmental agency having concurrent specifications. jurisdiction exceed these standards, the This policy shall be the basis for acceptance of higher standards shall apply. E) If any plan or other note or specification on the work by the City. Failure to adhere to the the approved construction documents grade and sections, free from all ruts, corrugations, exceeds the minimum standards of this requirements of this policy may result in policy, the higher standards shall apply. F) Nothing contained herein shall be construed non - acceptance of the work or other remedies as prohibiting the design and construction iii) The subgrade shall be uniformly prepared, of improvements meeting higher standards, outlined in this policy. nor as discouraging petitions to appropriate compacted and approved in accordance with Sections governing bodies for variances for O alternatives which can be supported by 207.02, 207.03 and 207.04 of the Standard advances in technology and are approved by Workmanship, materials and quality of the work other agencies with concurrent jurisdiction. G) All work shall comply with the requirements completed shall conform to the 2006 Standard of Section 105.03 of the Standard iv) Subgrades shall be inspected and approved by Specifications. H) For the purposes of this policy, where the the Engineer before any aggregate base or concrete term Engineer is used in this policy and the Transportation (hereinafter referred to as Standard Standard Specifications, it shall mean: curbs are constructed. A proofroll shall be conducted i) The Carmel City Engineer, staff of the Specifications), except where deviations are allowed or Department of Engineering, other in accordance with Section 203.26 of the Standard personnel employed by the City of specified herein, or variances are granted. Carmel, or authorized agent(s) that Specifications. Unacceptable areas shall be corrected may be retained to represent the City Q-4 of Carmel. to the satisfaction of the Engineer before the ii) The Hamilton County Highway Engineer, Where the minimum standards of any other staff of the Hamilton County Highway placement of any Aggregate Base or concrete curbing. At the discretion the Engineer, Department, other personnel employed governmental agency having concurrent jurisdiction by Hamilton County, or authorized v) of n Subgrade that agent(s) that may be retained to exceed these standards, the higher standards shall represent Hamilton County Highway, has satisfactorily passed a proofroll, but remains depending on the location of the work. 1) Authority of the Engineer over the work uncovered for a period of 14 calendar days prior to shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the If any plan or other note or specification on the Contractor performing the work shall subject to a measurable rain event prior to placing contact the Engineer to schedule a approved construction documents exceeds the pre- construction meeting to review the Aggregate Base or concrete curbing, shall be subject Engineer's construction requirements, staff minimum standards of this policy, the higher notification requirements, required to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. inspections for certain stages of the work standards shall apply. 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 A) commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General i) This work shall consist of placing a compacted i) This work shall consist of the for variances for alternatives which can be supported construction /preparation of the Aggregate Base on a prepared soil subgrade in foundation in accordance with Section by advances in technology and are approved by other 105.03 of the Standard Specifications. B) Excavation and Embankment agencies with concurrent jurisdiction. i) Prior to beginning excavation and Specifications. embankment operations, all necessary clearing, grubbing, scalping and topsoil ii) Aggregate Base materials shall be in accordance stripping and subsequent backfilling for All work shall comply with the requirements of removed items within the slope stake with Section 301.02 of the Standard Specifications. limits shall be performed in accordance Section 105.03 of the Standard Specifications. with Section 201.03 and 201.04 of the iii) The Aggregate Base material shall be obtained Standard Specifications. All topsoil, vegetation, roots, stumps, friable and from a Certified Aggregate Producer in accordance deleterious material shall be completely For the purposes of this policy, where the term removed within the limits of the slope with Section 917 of the Standard Specifications. 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 onl after the installation of all utilities an subsurface drains indication on he approved construction document to be located under the pavement are completed. Trench backfilling w rk of these installations shall be acc rdonce with the City of Carmel Trench Backfilling Specifications. ii) The subgrade shall be shaped tq the required grade and sections, fre from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections, 207.0 , 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected an approved by the Engineer before any aggregate base or hot mix asph It paving operation are constructe A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unaccep able areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asph It paving operations commence. v) At the discretion of the Enginee , Subgrade that has satisfactorily passed a proofroll, but remains uncover d 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 o Aggregate Base. D. Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306. 2, 306.03, 306.05, 306.07 and 306.0 of the Standard Specifications. ii) Localized weak areas of the existin pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 3C4.03, 304.05 or 305 of the Standard Specifications iii) Prior to opening milled areas to tr ffic, the milled areas shall be cleaned o all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated �n Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Sect on 306.05 of the Standard Specificatio s. The Contractor shall be responsible for [` payment of these liquidated damag s. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prep red 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 Ion the work site in a manner that mini ized segregation of moisture loss. v) Aggregate Bases shall be constricted on prepared foundations and to thicknesses equal or greater tha those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperatur limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be pla ed. iii) Aggregate Bases must be placed and pass proof roll prior to Novemb r 30 in order to allow paving in accorda ce with Section 4C(iv) of this polio . C) Preparation i) The prepared foundation shall bE free from objectionable or foreign m (terials at the time of placement. ii) The subgrade shall be subject t additional proof rolls in accorda ce 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 Ease is placed. D) Spreading and Finishing i) The Aggregate Base shall be sp ead in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with S ction 301.06 of the Standard Specific tions. 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 o experience a measurable rain ev nt prior to the placement of subse uent paving courses shall be subject o inspection and acceptance by thr_ Engineer. At the discretion of the Engineer, additional proof rolls ay 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 (HM/) mixtures on a prepared foundati n in accordance with Section 105.03 of the Standard Specifications. ii) HMA base, intermediate, or surface mixtures shall be constructed o prepared foundations and to thickness equal or greater than those indi ated 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. 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, laydown, compaction and miscellaneous /ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v Installation of the full pavement section } P indicated on the approved construction documents for the entire area to be paved must be completed in the some 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 end 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 be in accordance with Section 304.05 of the Standard Specifications. B) Preparation i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. IV) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed sh(.:ll be free from objectionable or foreign materials at the time of placement vii) Tact Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 457 (7'C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed bye Section 402.16 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03 (c) of the Standard Specification. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed 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. material and compacted in accordance with Section 203 of the Standard Specifications. (2) An y pronounced depressions within th e 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 protected 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. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D) Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integi- al curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of % -inch. iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the some location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(8) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 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) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion 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. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) 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. H) 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 the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. City of Carmel Concrete Curb Policy January 13, 2006 (continued) 1) If the Contractor fails to comply forthwith with any order made under the provisions of this 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. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. Where to add items related to heating blankets and how should this read? How to address freeze guard provision? No admixtures or additives related to protection from freezing is allowed? How much testing to require? Beam breaks? City of Carmel Concrete Curb Policy 6/30/06 City of Carmel Concrete Curb Policy s 0 January 13, 2006 2E January 13, 2006 (continued) 1) General CARMEL SPECIFICATIONS Z im MIiiiiiiiiiiiiiii (C 9 (0) C) Soil Subgrades A) The work subject to the requirements of this Jp i) Subgrades shall be installed on foundations policy shall include the production, hauling /delivery, constructed in accordance with Section 2(A) and OW excavation for, placing, installation, jointing, curing, wO Section 2(B) of this policy and only after the a finishing, and other work necessary to prepare an installation of all utilities and subsurface drains Z foundations and soil subgrades, install aggregate 6_5 z 0 indicated on the approved construction documents to u-) w Ilec, bases and install concrete curbing within property U be located under the pavement are completed. Trench within the corporate limits of the City of Carmel and � C) backfilling work of these installations shall be in 04 p existing or proposed right -of -way. (Z:) accordance with the City of Carmel Trench Backfilling w C_�; 0 specifications. B) This policy shall be the basis for acceptance of H 12.- ii) The subgrade shall be shaped to the required the work by the City. Failure to adhere to the grade and sections, free from all ruts, corrugations, tw requirements of this policy may result in � o or other irregularities. non - acceptance of the work or other remedies iii) The subgrade shall be uniformly prepared, M outlined in this policy. r--I compacted and approved in accordance with Sections Cn O 207.02, 207.03 and 207.04 of the Standard C) Workmanship, materials and quality of the work Specifications. completed shall conform to the 2006 Standard iv) Subgrades shall be inspected and approved by Specifications of the Indiana Department of the Engineer before any aggregate base or concrete Transportation (hereinafter referred to as Standard curbs are constructed. A proofroll shall be conducted Specifications), except where deviations are allowed or in accordance with Section 203.26 of the Standard F-11 Q4 specified herein, or variances are granted. Specifications. Unacceptable areas shall be corrected Q-4 to the satisfaction of the Engineer before the D) Where the minimum standards of any other placement of any Aggregate Base or concrete curbing. At the discretion the Engineer, governmental agency having concurrent jurisdiction v) of n Subgrade that exceed these standards, the higher standards shall has satisfactorily passed a proofroll, but remains apply. uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is E) If any plan or other note or specification on the subject to a measurable rain event prior to placing approved construction documents exceeds the Aggregate Base or concrete curbing, shall be subject minimum standards of this policy, the higher to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. standards shall apply. F) Nothing contained herein shall be construed as 3) Aggregate Bases prohibiting the design and construction of A) General improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies i) This work shall consist of placing a compacted for variances for alternatives which can be supported Aggregate Base on a prepared soil subgrade in by advances in technology and are approved by other accordance with Section 105.03 of the Standard agencies with concurrent jurisdiction. Specifications. ii) Aggregate Base materials shall be in accordance G) All work shall comply with the requirements of with Section 301.02 of the Standard Specifications. Section 105.03 of the Standard Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance H) For the purposes of this policy, where the term with Section 917 of the Standard Specifications. Engineer is used in this policy and the Standard iv) The Aggregate Base material shall be handled and Specifications, it shall mean: transported to, and on, the work site in a manner i) The Carmel City Engineer, staff of the that minimizes segregation and moisture loss. Department of Engineering, other personnel employed v) Aggregate Bases shall be constructed on by the City of Carmel, or authorized agent(s) that approved soil subgrades and to thicknesses equal or may be retained to represent the City of Carmel. greater than those indicated on the approved ii) The Hamilton County Highway Engineer, staff of construction documents. the Hamilton County Highway Department, other B) Temperature Seasonal Limitations personnel employed by Hamilton County, or authorized and agent(s) that may be retained to represent Hamilton i) The Aggregate Base shall be placed in County Highway, depending on the location of the accordance with the temperature limitations of Section work. 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. 1) Authority of the Engineer over the work shall be iii) Aggregate Bases must be placed and pass proof per Section 105.01 of the Standard Specifications. roll prior to November 30 in order to allow paving in J) Prior to commencing the work, the Contractor accordance with Section 4C(iv) of this policy. performing the work shall contact the Engineer to schedule a pre- construction meeting to review the C) Preparation Engineer's construction requirements, staff notification i) The prepared soil subgrade shall be free from requirements, required inspections for certain stages objectionable or foreign materials at the time of of the work and to review the authority of the placement. Engineer as it relates to the work. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the K) Under no circumstances shall work subject to the Standard Specifications just prior to placing the standards established by this policy commence without Aggregate Base on the subgrade in accordance with obtaining approved construction drawings by the City Section 2C(v) of this policy. Unacceptable areas shall of Carmel Department of Engineering. be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and D) Spreading and Finishing testing of work subject to the requirements of this i) The Aggregate Base shall be spread in policy outside of the right- -of -way shall be determined accordance with Section 301.05 of the Standard at the pre- construction meeting. Specifications. M) Dimensional and other standards for concrete ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard curb shall be in accordance with the City of Carmel Specifications. Standard Details. iii) Concrete curb shall be placed over the Aggregate N } circumstances material other than Under no crcumsances s ma er Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 Portland Cement C oncrete meeting the standards calendar days or experience a measurable rain event established by this policy be utilized to construct prior to the placement of concrete curb shall be concrete curbs within the corporate limits of the City subject to inspection and acceptance by the Engineer. of Carmel. At the discretion of the Engineer, additional proof rolls may be required. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of 4) Concrete Curb Carmel. 2) Foundation A) General i) This work shall consist of placing concrete A) General curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the i) This work shall consist of the Standard Specifications. construction /preparation of the foundation in ii) Concrete curb shall be constructed on prepared accordance with Section 105.03 of the Standard soil subgrades or Aggregate Bases to the dimensional Specifications. standards of the applicable City of Carmel Standard ii) The foundation shall be prepared in accordance Details or in accordance with the curbing details of with Section 605.03(a) of the Standard Specifications the approved construction documents. and the requirements of this policy. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section B) Excavation and Embankment 605.02 of the Standard Specifications. High early i) Prior to beginning excavation and embankment strength admixtures may be utilized but shall not be operations, all necessary clearing, grubbing, scalping considered in waiving any requirements of this policy. and topsoil stripping and subsequent backfilling for iv) Equipment utilized for concrete curbing installation removed items within the slope stake limits shall be work, including but not limited to production, performed in accordance with Section 201.03 and hauling /delivery, placing, installation, jointing, curing, 201.04 of the Standard Specifications. All topsoil, finishing and miscellaneous /ancillary activity shall be in vegetation, roots, stumps, friable and deleterious accordance with Section 508 of the Standard material shall be completely removed within the limits Specifications. of the slope stakes. v) Concrete production, mixing and hauling /delivery ii) Excavations shall be in accordance with Section 502.10 of the (1) After excavation operations, all spongy and Standard Specifications. yielding material that does not readily compact shall vi) Installation of the concrete curbing indicated on be removed from within the slope stake limits and the approved construction documents shall be the resulting void shall be refilled with suitable completed in the some paving season. material and compacted in accordance with Section 203 of the Standard Specifications. (2) An y pronounced depressions within th e 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 protected 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. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D) Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integi- al curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of % -inch. iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the some location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(8) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 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) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion 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. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) 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. H) 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 the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. City of Carmel Concrete Curb Policy January 13, 2006 (continued) 1) If the Contractor fails to comply forthwith with any order made under the provisions of this 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. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. Where to add items related to heating blankets and how should this read? How to address freeze guard provision? No admixtures or additives related to protection from freezing is allowed? How much testing to require? Beam breaks? . NX�� twuttuurui /Z apN T. B ''' %�i', �� i 11 P . -- ��STER a N o. 10000075_ ?0 - STATE OF '� / Vx , ; / /', TONAL iin1Nttntiuu 13 t 4� 1 � �0 L - .". DATE: 6/30/06 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 Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I 2E 6/30/06 O s 0 FM 2E 0 CARMEL SPECIFICATIONS Z im MIiiiiiiiiiiiiiii (C 9 (0) 0.0 -+-) Z Jp M Q) O C-) OW wO _<4 Z " a LL an r�TT Z O 6_5 z 0 Z u-) w Ilec, w U ..:::4 . NX�� twuttuurui /Z apN T. B ''' %�i', �� i 11 P . -- ��STER a N o. 10000075_ ?0 - STATE OF '� / Vx , ; / /', TONAL iin1Nttntiuu 13 t 4� 1 � �0 L - .". DATE: 6/30/06 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 Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I �� 6/30/06 I I CHECKED BY- co SHEET TITLE: CARMEL SPECIFICATIONS DRAWING FILES: r-i SHEET No.: (C 9 (0) -+-) M Q) O C-) _<4 Z " C_!; r___1 r�TT Z � UD ri) O w U ..:::4 t� � C) � 04 04 p (Z:) -.,. w C_�; 0 '� rn C:) O H 12.- t � tw Tn V1 � o W CCU � M r--I Cn O r----q • r-1 C / ^' I CD O O I4 F-11 Q4 Q-4 DATE: PROJECT NO.: 6/30/06 1238.056 DRAWN BY- CHECKED BY- BET SHEET TITLE: CARMEL SPECIFICATIONS DRAWING FILES: N: \1238 \056 \DWGS \C902.DWG SHEET No.: (C 9 (0)