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Home My WebLink About07010010 Civil Construction Plans Rcv. 1/2/2007 DOCSAFEA AP NOT TO SCALE t, ,i `A CrA fr � �'r C _ e.... Ylllag of _.._................_....R ...A. Q R UNIVERSITY C R ESCEN T FOCI BROUGHTON STREET rvic A fl _\ iii i\ 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. PROPOSED COPELAND BUILDINGr EXISTING Village of WestClay THE VILLAGE CENTER PART II, 3004 BLOCK AD° EXISTING VILLAGE OF WESTCLAY BRENWICK BUILDING SITE AP SCALE: 1 ':60' SOILS AP NOT TO SCALE N _1 SEC. 28- T1 8N 0 g R3E A OPELA THE nID��LaC�C� C C��C 1 - • S T 17'M"U C T X •- IV DOCKET N0. TAC !HA ILTOO COUNTY �/n1LN1JV'IJ�L�g E� E. C�PELA D 13158 W. SHERBERN DRIVE CARMEL, INDIANA 46032 13171 337 -8450 bobcop e lands r@a ol, com A C n" I T E C T JOHN MOSELE 12760 HORSEFERRY RD., STE. 200 CARMEL, INDIANA 46032 PH: 13171 574 -9408 FAX: 13171 574 -9540 1 REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: V T ��i WGB�IC�P 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 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. © 2007, The Schneider Corporation 177v� an /o No. 10000075 ?D STATE OF DATE: 1/02/07 JOB No. 1238.063 FIDE NAME: N:\1238\063\DWGS\C100.DWG SHEET OF 12 INDEX SHEET No. DESD,HIPTION COVER SHEET C100 C101 SITE PLAN C102 GRADING, DRAINAGE 8c UTILITY PLAN C103 STORMWATER POLLUTION PREVENTION PLAN C601 STORM SEWER PLAN AND PROFILES C701 WATER PLAN C702 WATER DETAILS AND SPECIFICATIONS C801 GENERAL DETAILS C802 —C803 STORMWATER POLLUTION PREVENTION DETAILS AND SPECSIFICATIONS C901 SPECIFICATIONS C902 CARMEL SPECIFICATIONS A C n" I T E C T JOHN MOSELE 12760 HORSEFERRY RD., STE. 200 CARMEL, INDIANA 46032 PH: 13171 574 -9408 FAX: 13171 574 -9540 1 REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: V T ��i WGB�IC�P 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 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. © 2007, The Schneider Corporation 177v� an /o No. 10000075 ?D STATE OF DATE: 1/02/07 JOB No. 1238.063 FIDE NAME: N:\1238\063\DWGS\C100.DWG SHEET OF 12 rr 1 ! I ;ITY CRESCENT I i I f i I i f I . I a I r I � I I I I I I t a r i I I I I � r` 1 t �.� �r I -- — P REPLACE WITH VALLEY EX. BROUGHTON STREET I' NORTHWEST CORNER OF BLOCK "D° IN w EX. 6" CHAIRBACK P GUTTER PER CITY THE Village of WestClay, THE VILLAGE _ Of CURB-,, STANDARDS CENTER FART 1 SEC110N_3Q94.— — ..... N .. E — - - - -- — c p _ . I/ I�Sg'S1'S °1'�E ...8383 ' 5` WAtl< a aa�r, a_ - :o. W a -a EX DU &SE�� ALK' J... .. .........:..... .. 10.00 24.00' LU 0_.84' o rn O O O B I I PROPOSED ° , o - COPELAND ° f cn .�04 BUILDING H I m 3 STORY � �I < ' � . ° ``' `" a PARCEL `r' 0.101 Acres a II _ I 4 °WALK C �D CD w `° � � .io •, . (4,420 Sq. Ft.) 5' 29.0 X C ° J F_ W �l - ° I S89'51'51 "W I� — w I A. W II 24.83 ,�, 30.00 0° I� — 28.50' EXIST. S 9'51'51 W o 6 S89'51'51 nW � C:) II _ \ F 1/2 RAW , o 0 0 II I �� I A = o I o _ l) N5951 51 E o III \ II 12.70' `/' I I S�! CUT AND REMOVE �,� II 1 2 SF OF ASPHALT, IT — SE: I DETAIL ON SHEET — C801 — {{ I �� 11 WESTCLAY SECTION 00 - III I � VILLAGE — r t �<. _ THE E ART 1, CD co I� FF--r — 7) � \ — BLO [� �I CD - ( � ICI 1 T ! o o I z � - \Z o __j I� I 14 120 2 CD O L o O m W � , -� ,- ~ III I I o - .� � II II _ ► I _ r, � I _ II II 3 I III II -N A \\ { S59'51'51 "W 12.70 AWCUT AND REMOVE 163 LF OF CHAIRBACK CURB AND REQUIRED ASPHALT, SEE DERAIL. ON SHEET C801 r, NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. EXISTING VILLAGE OF WESTCLAY BRENWICK BUILDING I6 H_-eIa(CUa7NHD) 2' Chairback Curb and Gutter c8o1 O r�7 B Asphalt Pavement c8o1 Edge of Pavement Concrete Side Walk 0801 E Handicap Ram 8 O P �01 OLandscaping —Grass (2) Asphalt Pavement within Right of Way 5 �01 9' x 20' Angled Parking Spaces — 13 Total Parking Spaces — 13 �— Traffic Flow Arrow -`~ Additional Right of Way .0�P LAND DESCRIPTION COPELAND BUILDING HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW"' CALL 2 WORKING DAYS BEFORE YOU DIG I 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ASSUMED NORTH TIS AOGAINSTMTHE LAW TO EXCAVATENTED, WITHOUT T SCALE: 1 "= 20 LOCATION NSOERVICE TWO (2) WORKING UNDERGROUND DAYS BEFORE COMMENCING WORK. < <1 N I 'I All -I M. 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS US AN DOTHR E DIMENSIONS F OR 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. DOCKET NO. TAC BUILDING ADDRESS: BROAD STREET A part of Block "D" of the Village of WestClay, Section 3004, Village Center, Part 2, the Secondary Plat of which is Recorded as Instrument Number 9965089, Plat Cabinet 2, Slide 345, in the Office of the Recorder, Hamilton County, Indiana, located in the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Beginning at the northwest corner of said Block "D ", thence continuing along the north line of Block "D" North 89 degrees 51 minutes 51 seconds East a distance of 83.83 feet, thence South 00 degrees 08 minutes 09 seconds East a distance of 40.00 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 29.00 feet; thence South 00 degrees 08 minutes 09 seconds East a distance of 19.00 feet; thence South 89 degrees 5'1 minutes 51 seconds West 30.00 feet; thence South 00 degrees 08 minutes 09 seconds East 1.00 feet; thence South 89 degrees 51 minutes 51 seconds West to a point along the west line of said Block "D "; thence North 00 degrees 08 minutes 09 seconds West along the west line of said Block "F" a distance of 60.00 feet to the Point of Beginning, containing 0.101 acres, more or less. LAND DESCRIPTION BROAD STREET ADDITIONAL RIGHT OF WAY A part of Block "D" of the Village of WestClay, Section 3004, Village Center, Part 2, the Secondary Plat of which is Recorded as Instrument Number 99 • 65089, Plat Cabinet 2, Slide 345, In the Office of the Recorder, Hamilton County, Indiana, located in the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the northwest corner of said Block "D", thence South 00 degrees 08 minutes 09 seconds East along the west line of said Block "D" a distance of 70.07 feet to the Point of Beginning, thence North 59 degrees 51 minutes 51 seconds East a distance of 12.70 feet; thence South 00 degrees 08 minutes 09 seconds East a distance of 147.80 feet; thence South 59 degrees 51 minutes 51 seconds West a distance of 12.70 feet to the west line of said Block "D "; thence North 00 degrees 08 minutes 09 seconds West a distance of 147.80 feet to the Point of Beginning, containing 0.043 acres, more or less. �� ►Ir��r��, T `� ��'�•�G15TER ��,� NO. 10000075: 007 5 -;0- STATE OF DATE: 1/02/07 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 WRITT, EN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) 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.: 1 /02/07 0 DRAWN BY: CHECKED BY: LP SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \063 \DWGS \C101.DWG LU XREF: 062— BS.DWG, 063— BS.DWG ®. SHEET NO.: (Cn(an mi 0 -- o 0 c W® Ilan LL am 44 0 z 0 Cn w �� ►Ir��r��, T `� ��'�•�G15TER ��,� NO. 10000075: 007 5 -;0- STATE OF DATE: 1/02/07 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 WRITT, EN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) 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.: 1 /02/07 C DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \063 \DWGS \C101.DWG Q) XREF: 062— BS.DWG, 063— BS.DWG Q SHEET NO.: (Cn(an -- o DATE: PROJECT NO.: 1 /02/07 1238.063 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \063 \DWGS \C101.DWG XREF: 005bs.DWG, 031— BS.DWG XREF: 062— BS.DWG, 063— BS.DWG XREF: 3004bs.DWG, BLK— C— BS.DWG SHEET NO.: (Cn(an EX. TC= 900.73 ( O S L� i co CO EXISTING VILLAGE OF WESTCLAY TRUSTEE BUILDING ...... ....... z� r ; f I 1 !! EXISTING SANITARY SEWER I I 0 I � 3 � I s 1 I � i 3 a t s P s 1E {jjj � 3 L l � 2 f , � s a L 3 I a e [ _z t f L [ t a � C ilk �X ,,T = 89.72 W EXISTING "� 12 RC n C) .3 N ' -',;I EXISTING 8" EX I V =884.89 SEWER z SANITARY . _. _ _. . ................ ......R,,.......,...,.......... _ .. . CAL_ _ ..._..._TR... � TA_ ...._1. .....i.. «.':C»t,«.....__.. .... . _.. «ri_ _'•i:..t_..:•• sa IS_C• .. .t.s....Lri,i:'.e,u...!•,r.. .. _ �,. „4 M..1,,.. t_ ..i•' ^':,, «C ^••• .:,...._ .i�..,.T.t ».«..«4 ^.. •••�::• »iG#tvs,f n::ttm• ; - F - EX. INV -88449 „ EX. TC= 899.35 f w!f z ,r ti� �� M A gjD D T OK TELEPHONE MARK PAINTED OK Q 1 �`-- A MA f OK 1�Nl EXISTING VILLAGE OF WESTCLAY SECTION 3004 -� tilt Anil Al\r nrKiTrn nen I CM I ... 898.75 TC /ME 'E 899. I U 33 / ME � F; ::u4 E, $98.75 TC /ME I �- o00 - [, .. f, --• _ ., L t. 898.83 GUT °�.: 11 l I 899.12 GUT .. L .n •FF f / Clean Out - ........... Flow Arrow W , Us A2 a0 n o / 0.70% {' LL W O° °° / } 4 jjJ , ;'� EX TC= 899.26 Burried Gas Line -A Q' Q WA1� 899.48 TC Q .� f'l" "• 7'? _'" 7 } f 0,rt q C 898.97 GUT;�`' EX INV OUT= 892.21 S Lam^ F ] : d d a rT ` R•�S C E N T 12 x4 WET TAP TEE C_ 'i •h Q WALK •'� .� EX.. ' DU &SE [ p' [� 4" D I W wD SERVICE t' PROPOSED U0 1.64% �� r • O A. f:' <, � r IF r� 1 r t ff'ff r 1 ' COPELAND f�� -�' 1899.62J TC 0.70% 898.97 GUT t f f L.LJ 899.12 GUT t. _ ............ EXISTING fr , �a ; 899.58 FFE =899 1.00 899.42 TC f' 898.92 GUT Q { If f 1 ,, } J A _...r..:.at!1i... •s. Y..,:.. . �cr,ir 4 .dWALK , tl I � 3 i j rJ f J t' fr i:' i r� W EX. TC= 900.73 ( O S L� i co CO EXISTING VILLAGE OF WESTCLAY TRUSTEE BUILDING ...... ....... z� r ; f I 1 !! EXISTING SANITARY SEWER I I 0 I � 3 � I s 1 I � i 3 a t s P s 1E {jjj � 3 L l � 2 f , � s a L 3 I a e [ _z t f L [ t a � C ilk �X ,,T = 89.72 W EXISTING "� 12 RC n C) .3 N ' -',;I EXISTING 8" EX I V =884.89 SEWER z SANITARY . _. _ _. . ................ ......R,,.......,...,.......... _ .. . CAL_ _ ..._..._TR... � TA_ ...._1. .....i.. «.':C»t,«.....__.. .... . _.. «ri_ _'•i:..t_..:•• sa IS_C• .. .t.s....Lri,i:'.e,u...!•,r.. .. _ �,. „4 M..1,,.. t_ ..i•' ^':,, «C ^••• .:,...._ .i�..,.T.t ».«..«4 ^.. •••�::• »iG#tvs,f n::ttm• ; - F - EX. INV -88449 „ EX. TC= 899.35 f w!f z ,r ti� �� M A gjD D T OK TELEPHONE MARK PAINTED OK Q 1 �`-- A MA f OK 1�Nl EXISTING VILLAGE OF WESTCLAY SECTION 3004 -� tilt Anil Al\r nrKiTrn nen -� ,_' j 899.14 TC ,r-� f j CC 001� 898.64 GL . ,.. cp cD I CT co �c �co ai � �� - 0 0 1 �G A N At \ 1� 0 0 ^ � S / 653. TC �C 15' OF 12 CHANGE TO MH l _'� TC= 898.63 P l I EX TC= 899.18 C51 EX INV IN= -1 EX INV OU892.4 I CM I ... 898.75 TC /ME 'E 899. I U 33 / ME � F; ::u4 E, $98.75 TC /ME w �- o00 - [, .. f, --• _ ., L t. 898.83 GUT °�.: �[,� :9, `898.67 GUT l [ 899.12 GUT .. L .n •FF f / Clean Out - ........... Flow Arrow Z X , - 4 P A2 a0 n o / 0.70% {' LL Burried Electric O° °° / } 4 jjJ , ;'� EX TC= 899.26 Burried Gas Line -A Q' Q WA1� 899.48 TC Q X 0,rt q C 898.97 GUT;�`' EX INV OUT= 892.21 : d d a ago o 12 x4 WET TAP TEE C_ 'i •h Q WALK •'� .� EX.. ' DU &SE [ p' [� 4" D I W wD SERVICE t' PROPOSED 898.91 GUT 1.64% �� r -� ,_' j 899.14 TC ,r-� f j CC 001� 898.64 GL . ,.. cp cD I CT co �c �co ai � �� - 0 0 1 �G A N At \ 1� 0 0 ^ � S / 653. TC �C 15' OF 12 CHANGE TO MH l _'� TC= 898.63 P l I EX TC= 899.18 C51 EX INV IN= -1 EX INV OU892.4 �� 0 CM I ... 898.75 TC /ME �o;�• 899.58 1C�• 899.62 TC �- o00 - [, .. LATERAL III - -- t•_ r" l 899.12 GUT i / Clean Out 21' OF 12" RCP Flow Arrow Z X , - 4 P A2 a0 n o / 0.70% {' s 899.47 TC 'N Burried Electric O° °° / } 4 jjJ , ;'� EX TC= 899.26 Burried Gas Line 4 y }•I A �r EX INV IN= 892.31 Garage Finished Floor Elevation 0,rt q C 898.97 GUT;�`' EX INV OUT= 892.21 899. 0 T ME ` w 98.9 ••LL, l 5 C UT. [ p' [� PROPOSED A. f:' <, 899.47 TC [ --- ' COPELAND f�� -�' 1899.62J TC 0.70% 898.97 GUT y. 899.12 GUT t. BUILDING ............ EXISTING 12» RCP �a ; 899.58 FFE =899 1.00 899.42 TC f' 898.92 GUT Q A 4 .dWALK . O W 899.58 Cr 1 LLJ M a- _ ' ° X s, C. 0. .>> 1 [ 5 WYE & y. r. LAT. _�_ I • - o ED , w• I O O I I r CD 1 ( ~ - � co Q3 oo [CO 000 r7 N t��t,E rn op 4 y t, . C-N -� ,_' j 899.14 TC ,r-� f j CC 001� 898.64 GL . ,.. cp cD I CT co �c �co ai � �� - 0 0 1 �G A N At \ 1� 0 0 ^ � S / 653. TC �C 15' OF 12 CHANGE TO MH l _'� TC= 898.63 P l I EX TC= 899.18 C51 EX INV IN= -1 EX INV OU892.4 .26 TC /HP .76)GUT �� 0 CM TC= 899.02 ... 898.75 TC /ME �o;�• <�G 1C�• ��.[ 898.25- GUT, �- o00 - [, .. t : III - -- t•_ r" l 04 i / Clean Out 21' OF 12" RCP Flow Arrow Z X , E 000.00 A2 a0 n o / Swale (10 RANGE TO MH TC= 899.80 Burried Electric .26 TC /HP .76)GUT NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. O 0 �� 0 � TC= 899.02 ... 898.75 TC /ME �o;�• <�G �.- ��.[ 898.25- GUT, �- o00 - [, 4 t : III - -- t•_ r" l _. i C.O. Clean Out 21' OF 12" RCP Flow Arrow 0 , E 000.00 A2 a0 n o / Swale (10 RANGE TO MH TC= 899.80 Burried Electric O° °° / } 4 jjJ , ;'� EX TC= 899.26 Burried Gas Line - �� r EX INV IN= 892.31 Garage Finished Floor Elevation • EX INV OUT= 892.21 899. 0 T ME ` w 98.9 ••LL, l 5 C UT. p' [� O NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. O 0 q.3 1,1 ,r S _Z ... ...... ». ................ ... »,..... _ _._._ _._ }f, __ ._ _ y.._ _._....».. .. _..__._ _ _._,,.,,,,,»__ _11__1__,.,,.,. » » ............... ________._ �...._.....,.._ .._...-._._..,. _ } UT �P 4` E X I S T1 N OF I I � Tl,,, I 898.68 `-•'. r�)) I I THfEi� ' 4 BLOC D f. ,x FF- I � � f F Y I •'4 I I I I I I I I J } f ff I f } fi / LO i f _f C 6 B Y c,q, TH E R S ir J J � [ J II r J i f I -A,I f o � III I I I I (I I V �I II I II I I�- LLL II I L � EXISTING VILLAGE OF WESTCLAY BRENWICK BUILDING .:4......�«s•Ssa'tr .«._em - "::f ^•. .'s,«, ..., ' �1 L A ' +f ..... .,,'7, -.. .... .. .R «...««.i.,«.i:'« F i.,-...«...«« «:« « ». «::1:«k:..•••«:«t7tcnW:ar: = ':#:#«�:t:i«::�.^«:x#:i:x.. evriie ,ma:••i- "�.:•'i...a:«:_.:...trf - r•a:ssz:::x!c.. ... 898.75 TC /ME ct Existing Sanitary Sewer �.- ��.[ 898.25- GUT, �- o00 - [, 4 t : III - -- t•_ r" l _. i C.O. Clean Out Q q.3 1,1 ,r S _Z ... ...... ». ................ ... »,..... _ _._._ _._ }f, __ ._ _ y.._ _._....».. .. _..__._ _ _._,,.,,,,,»__ _11__1__,.,,.,. » » ............... ________._ �...._.....,.._ .._...-._._..,. _ } UT �P 4` E X I S T1 N OF I I � Tl,,, I 898.68 `-•'. r�)) I I THfEi� ' 4 BLOC D f. ,x FF- I � � f F Y I •'4 I I I I I I I I J } f ff I f } fi / LO i f _f C 6 B Y c,q, TH E R S ir J J � [ J II r J i f I -A,I f o � III I I I I (I I V �I II I II I I�- LLL II I L � EXISTING VILLAGE OF WESTCLAY BRENWICK BUILDING I717177 EXISTING PARKING LOT HOLEY MOLEY SAYS "DON'T DIG BLIND 0 - � "ITS THE LAW " CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE SCALE: 1 = 20 � 0 AOU NNOERVICE TWO (2) ORKW6 D DAYS BEFORE COMMENCING WORK. 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE 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. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 8. 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. 9. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 10. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. T ::T- 1111100"N v Existing Storm Sewer IF GRAVEL ct Existing Sanitary Sewer New Sanitary Sewer �- o00 - - Existing Contour x ELEV DESC - - -III � III - -- w/ description 0oo.00 - X11 III - All Other Finish Grades 00o i C.O. I717177 EXISTING PARKING LOT HOLEY MOLEY SAYS "DON'T DIG BLIND 0 - � "ITS THE LAW " CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE SCALE: 1 = 20 � 0 AOU NNOERVICE TWO (2) ORKW6 D DAYS BEFORE COMMENCING WORK. 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE 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. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 8. 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. 9. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 10. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. T ::T- 1111100"N v Existing Storm Sewer ---o--- New Storm Sewer ct Existing Sanitary Sewer New Sanitary Sewer �- o00 - - Existing Contour x ELEV DESC Existing Elevation w/ description 0oo.00 New Pavement Grade 1000.0o All Other Finish Grades 00o Storm Structure Number C.O. Clean Out Q Flow Arrow 0 6" Subsurface Drain E 000.00 A2 a0 DIN. "' °' Swale (10 E Burried Electric T Burried Telephone ci Burried Gas Line FFE First Floor Elevation GFFE Garage Finished Floor Elevation DOCKET N0. _ _ TAC �\��►111 i�1rr iw�� \` T r 1 0 ... .... Vi B V " . G �� 1 S TC R• No. 10000075: STATE OF '� //VDIANp,- 10 •,,,,� NAL 1 / DATE: 1/02/07 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. (2007) TA 8 A6%th. H THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6 410 www.schneidercorp.com f Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering v ct Q� � � Q 0 A2 a0 Q rK � 0 �\��►111 i�1rr iw�� \` T r 1 0 ... .... Vi B V " . G �� 1 S TC R• No. 10000075: STATE OF '� //VDIANp,- 10 •,,,,� NAL 1 / DATE: 1/02/07 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. (2007) TA 8 A6%th. H THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6 410 www.schneidercorp.com f Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering v ct � � Q W Q � 0 � w C) w CCU w O �F l � 1 � !E[ S C E N T EXISTING VILLAGE OF WESTCLAY TRUSTEE BUILDING l f i i I i i 1 r b II f 3 3 3 *gpk 3 ff z E s ti R r� EXISTING EXISTING VILLAGE OF WESTCLAY SECTION 3004 Tub \/11 I AP-F PF'KITF-D PART 1 _— TEMPORARY 0000==a EXISTING GRASS —� SILT FENCE--0000- MAINTAIN GRASS FILTER STRIP � EXISTING ;VILLAG OF WESTCLAY SECTION 3004 THE VILLAGEI'CENT,S PART 1, I j BLOCK '/D" -EXI EXISTING VILLAGE OF )I/ESTCLAY BRENWICK BUILDING PARKING LOT � �- WARNING - THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. e o own ' SEE SHEETS C802 -803 FOR ALL STORMWATER � POLLUTION PREVENTION PLAN DETAILS &NOTES � - - N M mmmm�� - I I10-1 � � I N&a II Existin g Storm Sewer - New Storm Sewer Existing Sanitary Sewer New Sanitar y Sewer 000 Existing Contour '.�. HATCH PATTERN DENOTES TEMPORARY SEEDING HOLEY MOLEY SAYS HATCH PATTERN DENOTES PERMANENT SEEDING DON'T HATCH PATTERN DENOTES EROSION CONTROL BLANKET DIG CURB INLET SEDIMENT BARRIER (TYP) BLIND 0 - ` "ITS " DANDY BAG II OR EQUAL (TYP) IT S THE LAW STRAW BALES (TYP) CALL 2 WORKING DAYS BEFORE YOU DIG SALTATION FENCE -- — 1- 800 - 382 -5544 O TEMPORARY SEDIMENT FILTER/BARRIER CALL TOLL FREE � PER INDIANA STATE LAW IC- 8- 1 -26 -1 ASSUMED NORTH ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE SCALE. 1"=20 � WITHOUT THE 0 ATIONNS�ERVICE TWO (2) WORKWGND Q DAYS BEFORE COMMENCING WORK. I10-1 � � I N&a II Existin g Storm Sewer - New Storm Sewer Existing Sanitary Sewer New Sanitar y Sewer 000 Existing Contour '.�. HATCH PATTERN DENOTES TEMPORARY SEEDING �.. HATCH PATTERN DENOTES PERMANENT SEEDING j/ HATCH PATTERN DENOTES EROSION CONTROL BLANKET BET CURB INLET SEDIMENT BARRIER (TYP) SHEET TITLE: BEEHIVE INLET PROTECTION PREVENTION PLAN . DANDY BAG II OR EQUAL (TYP) N: \1238 \063\pWGS \C103.DWG STRAW BALES (TYP) �— SALTATION FENCE -- — CONSTRUCTION LIMITS O TEMPORARY SEDIMENT FILTER/BARRIER NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C803 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. RECEIVING WATER= ELLIOT CREEK CONTACT PERSON: JOHN MOSELE ARCHITECT 12760 HORSEFERRY RD., SUITE 200 CARMEL, IN 46032 (317) 574 -9408 NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S OFFICE OR THE CITY OF CARMEL. NOTE: SILT FENCE IS TO REMAIN IN PLACE UNTIL ADJACENT LOT IS SODDED, SEEDED AND MULCHED, OR UNTIL 70% COVER IS ACHIEVED WHEN SEED IS APPLIED WITHOUT MULCH. DOCKET N0. TAC `\��1\�lltltl ltltlllll % No. r 10000075 - STATE OF Pz-` OVAL Low**. I DATE: 1/02/07 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. (2007) 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 G I S* L I S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering v 1 /02/07 1238.063 DRAWN BY: Cz BET SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN . DRAWING FILES: N: \1238 \063\pWGS \C103.DWG XREF: 005bs.DWG, 031— BS.DWG XREF: 062— BS.DWG, 063— BS.DWG XREF: 3004bs.DWG, BLK— C— BS.DWG XREF: 063— ERO.DWG, 1238063t.DWG SHEET NO.: MA � � Q Q � Q 8 z 0 0i 0 Cn `\��1\�lltltl ltltlllll % No. r 10000075 - STATE OF Pz-` OVAL Low**. I DATE: 1/02/07 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. (2007) 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 G I S* L I S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: v 1 /02/07 1238.063 DRAWN BY: Cz BET SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN . DRAWING FILES: N: \1238 \063\pWGS \C103.DWG XREF: 005bs.DWG, 031— BS.DWG XREF: 062— BS.DWG, 063— BS.DWG XREF: 3004bs.DWG, BLK— C— BS.DWG XREF: 063— ERO.DWG, 1238063t.DWG SHEET NO.: � � Q Q � Q z � z 0 C) W � O Q �0 Cz w DATE: PROJECT NO.: 1 /02/07 1238.063 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN . DRAWING FILES: N: \1238 \063\pWGS \C103.DWG XREF: 005bs.DWG, 031— BS.DWG XREF: 062— BS.DWG, 063— BS.DWG XREF: 3004bs.DWG, BLK— C— BS.DWG XREF: 063— ERO.DWG, 1238063t.DWG SHEET NO.: �� \ �. _, : .....• ,� . �� °.`«"� r ` f`�� . �� is � J f HOLEY MOLEY SAYS : Y« « TBM X44 �� .- �� r� - -- DON'T 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO is EX. BROUGHTON STREET` CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. USGS BENCHMARK 1 - I , ,� c :=u c _ .. a «.. e:... .::::. ...:.:. .:.::::::: :. -..: . «. ,,,?. - ::::::: r.:::::: ... v. _....::a a:r.:r.� c DIG CUT X NORTH BONNET BOLT IN FIRE HYDRANT - ::.:::.:_ -:r: -W 2. ALL CONSTRUCTION ACTIVITY ON THIS `� u � °'K ,. ��- �__-__ �..... �.. � .......... ..................... ». ». »,,.., .... _.. ,.........� «m «.�._. _...... ««.. w � PERFORMED IN ? S SITE TO BE ' ? t.-- COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER EAST SIDE HOOVER RD. ±100 SOUTH OF CLARIDGE _ BLIND jz r:,_ . a •, SAFETY. FARM ENTRANCE. t- .4 . W .,.' Du &sE o i «: _ ELEVATION — 893.39 W'� " - -- _ 3• RESPONSIBILITY TO FIELD VERIFY f f r _. CONTRACTORS --� ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. wi I _ 0.70% ° . 4 N � CO TRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. PROPM 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY CLAY TOWNSHIP REGIONAL WASTE DISTRICT r r - -'- °J�` •- MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS SANITARY SEWER STRUCTURE NUMBER PREFIX: = �._: ��, BMWG » �- «:: ,. 1.00% UNDER CITY STREETS REGARDLESS OF THE JURISDICTION OF THE . ENSW 12' RCP _ c "IT'S ' VWC-000 = THE LAW" UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED w PAVEMENT TO THE TOP \ Q 4" CALL E 0 OF THE INSTALLED PIPE SHALL BE THE IF- CALL 2 WORKING DAYS BEFORE YOU DIG PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE (Village of WestClay— Structure number = `= QW r t: 1-800-382-5544 °D MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 . IF THE STANDARD c x =cn _I' CALL TOLL FREE PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE r _ w c b PER INDIANA STATE LAW IS -69 -1991. INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE g IT IS AGAINST THE LAW T MORE STRINGENT REQUIREMENT SHALL GOVERN. L: L 0 EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND IL z = LOCATION SERVICE TWO (2) WORKING i ( DAYS BEFORE COMMENCING WORK. \ l - n: a N 1 _ wn n= Vi III III Z N III III if In III III �a s r ASSUMED NORTH I CHANGE TO N ANHOLE III III � �� — � Ia I III III SCALE. 1 — 30 nv i = III III 3�4 �'� III III �.. III III 11 lib III III 1 III III / k III III E I ... «V I � III III E i I III III IV CH,JGE TO M 4NHOLE kh. �. g a`: ::I �',� � �"`'_`_ � _ � ....._...._............_.. i,": :fir- •'•'._._..: .......... d. - T E; zM Yom'/ G ll r `'• �. -� y�' .1':{11 F EXISTING VILLAGE OF mati. z I`/ 'STCLAY BRENWICK BUILDING SCALE.* 1 30 y.., ...:... -... � a�� r..3sr i.�15 lyi i 'yjii•.. Q Q I I N N 920 < ------ � r\ I I Q 920 w z z z z 915 Q Q — - _- —1-rd ILI 915 Q Q w w of n- cn 910 ♦ / o j�� Sheet Number Description C 8 0 3 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 3 Beehive Inlet Detail XREF: 020- BS.DWG, 043- BS.DWG C N 00 CO U 00 C803 2 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRap Detail © End Section z w C 7 m ~� 00 Z �~ CT) Z » co w~ �� \ l - n: a N 1 _ wn n= Vi III III Z N III III if In III III �a s r ASSUMED NORTH I CHANGE TO N ANHOLE III III � �� — � Ia I III III SCALE. 1 — 30 nv i = III III 3�4 �'� III III �.. III III 11 lib III III 1 III III / k III III E I ... «V I � III III E i I III III IV CH,JGE TO M 4NHOLE kh. �. g a`: ::I �',� � �"`'_`_ � _ � ....._...._............_.. i,": :fir- •'•'._._..: .......... d. - T E; zM Yom'/ G ll r `'• �. -� y�' .1':{11 F EXISTING VILLAGE OF mati. z I`/ 'STCLAY BRENWICK BUILDING SCALE.* 1 30 y.., ...:... -... � a�� r..3sr i.�15 lyi i 'yjii•.. Q Q I I N N 920 < ------ � r\ I I Q 920 w z z z z 915 Q Q — - _- —1-rd ILI 915 Q Q w w of n- cn 910 z N� J Z - N Z- Z CCS � - C� r� N co �t- STORM SEWER .-- N m 910 b XREF: 020- BS.DWG, 043- BS.DWG C N 00 CO U 00 => G� N a-) o co U O U Co M � U Z O � ��00 U 00 M N U co � � NNQO Ln Cj z w C 7 m ~� 00 Z �~ CT) Z » co w~ �� CD ~ p7 M z O Z M MZ» Co F-- M�� o00 0 o 905 �� ZZ U �-- x X o X of U F— - �o0 —ZZ (f? � U � X X E- U > 905 � r24 Z cry � w w w — Q c� �-- z — X z w w w z w w w ---------- 900 895 I I I I I I I I 1 1 15' I I I 1.50 I I L 890 12 "RCP —A 890 ------- — _W _... _ _ 21 1.50% 12 "RCP 00 88 STORM SEWER PROFILE SCALE: HORZO: Existing Grade New Grade Granular Backfill SCALE: HORZO: ooN T �P �G\sTFR �- No. 10000075 V STATE OF C) �/VDIANP -- �Cc' NAL ��llII111 t 11111111�� DATE: 1/02/07 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. (2001) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Tel eph one: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental n al t Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying ,. Landscape r ads caeAr Architecture p re Transportation Engineering v 1/02/07 2 o CCS � SHEET TITLE: STORM SEWER PLAN &PROFILE DRAINING FILES: N: \1238 \063 \DWGS \C601.DWG b XREF: 020- BS.DWG, 043- BS.DWG XREF: 3001 ABS.DWG XREF: 30048S.DWG XREF: STORM SHEET NO.: z w z Q 0 o o ooN T �P �G\sTFR �- No. 10000075 V STATE OF C) �/VDIANP -- �Cc' NAL ��llII111 t 11111111�� DATE: 1/02/07 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. (2001) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Tel eph one: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental n al t Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying ,. Landscape r ads caeAr Architecture p re Transportation Engineering DATE: v 1/02/07 1238.063 DRAWN BY: CCS � SHEET TITLE: STORM SEWER PLAN &PROFILE DRAINING FILES: N: \1238 \063 \DWGS \C601.DWG XREF: 057- BS.DW6 XREF: 020- BS.DWG, 043- BS.DWG XREF: 3001 ABS.DWG XREF: 30048S.DWG XREF: STORM SHEET NO.: z w z o � r24 C:) Q4 VJ Cz w DATE: PROJECT NO.: 1/02/07 1238.063 DRAWN BY: CHECKED BY: BTB SHEET TITLE: STORM SEWER PLAN &PROFILE DRAINING FILES: N: \1238 \063 \DWGS \C601.DWG XREF: 057- BS.DW6 XREF: 020- BS.DWG, 043- BS.DWG XREF: 3001 ABS.DWG XREF: 30048S.DWG XREF: STORM SHEET NO.: I I C _. )ITY CRESCENT ffl T I I C C _ f 1 I EXISTING VILLAGE OF , t WESTCLAY TRUSTEE BUILDING I � i i (I 1 I I � I - � i i I � I I � I E I � I I 1 1 I l � I � I ( 1 I I I I I s ��`• 1 � I _ w w 0 0 m X w LLJ Q EXISTING VILLAGE OF I��I WESTCLAY SECTION 3004 II THE VILLAGE CENTER PART 1, I I °QI� I °: ° 4' '-WALK' �� — I BLOCK ,�D�, I o w I° II k — m Of - a a u ( - - X "' a II i I I i NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. ui IFF - 11-t IFF ILL -Pill 02,j LL LL EXISTING VILLAGE OF WESTCLAY BRENWICK BUILDING ------- - - - - -- 4" D.I. WATER/ SERVICE LINE FFF iii - -- -- i L L ............. . F... . ....... ... ._. _....... "`_. . ROUND CLAMP 4" DUCTILE IRON PIPE LAIR 2 6 OR EQUIV. 2" C PPER) SERVICE LINE/ BACKFLOW PREVENTER - - -- ----- -r - - -- - -- 2" COPPER WATT _ 'WATER METER /BACKFLOW PREVENTER DOMESTIC LINE o- 2" P.I.V. VALVE WATER SERVICE LINE DETAIL SCALE: 1 "= 5' HOLEY MOLEY SAYS "DON'T DIG BLINDIn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ASSUMED NORTH TISEA�GAINSTMTHE LAW TO EXCAVATENTED, T SCALE: 1 "= 20 WITHOUT ONNSOERVICE TWO (2) WORKINGND DAYS BEFORE COMMENCING WORK. I[..IECC��I�f� Existing Storm Sewer Aft New Storm Sewer �— —� Existing Sanitary Sewer Aft New Sanitary Sewer W New Water Line � - Existing Water Line D.I.P. Ductile Iron Pipe I I W W Water Service Lateral M, ONO 11011 41 101 1. SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C702. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. THERE ARE TO BE NO VALVES LOCATED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE WATER MAIN. 6. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE B— BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6— INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0n. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. DOCKET NO. _ _ TAC pON T. '�F% ZZ N o. 10000075 - STATE OF = SS /ANAL / //1 /1111111111 it%%% L% DATE: 1/02/07 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. (2007) 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.: 1/02/07 1238.063 go c� CHECKED BY: BET 0 WATER PLAN Ct N: \1238 \063 \DWGS \C701DWG U XREF: 062- BS.DWG, 063- BS.DWG a� SHEET NO.: (C 7(gn z O cc cc, 0 IIL U. am 44 Fm w o U) W z pON T. '�F% ZZ N o. 10000075 - STATE OF = SS /ANAL / //1 /1111111111 it%%% L% DATE: 1/02/07 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. (2007) 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.: 1/02/07 1238.063 DRAWN BY: CHECKED BY: BET SHEET TITLE: WATER PLAN Ct N: \1238 \063 \DWGS \C701DWG XREF: 005bs.DWG, 031- BS.DWG XREF: 062- BS.DWG, 063- BS.DWG XREF: 3004bs.DWG, BLK- C- BS.DWG SHEET NO.: (C 7(gn W Q w z � z o 5 U C- W DATE: PROJECT NO.: 1/02/07 1238.063 DRAWN BY: CHECKED BY: BET SHEET TITLE: WATER PLAN DRAWING FILES: N: \1238 \063 \DWGS \C701DWG XREF: 005bs.DWG, 031- BS.DWG XREF: 062- BS.DWG, 063- BS.DWG XREF: 3004bs.DWG, BLK- C- BS.DWG SHEET NO.: (C 7(gn f WATER MAINS 1. SCOPE OF WORK: A. The work required under this section includes all cold water distribution lines, valves, hydrants, and related items including excavating and backfilling necessary to complete the work shown on the drawings. The ends of water service lines shall be tightly plugged or capped at the terminal points pending the connecting to all such lines of the building piping as specified in the plumbing specifications and architectural drawings. 2. MATERIALS: A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe to be cement lines per AWWA C -104. B. Copper Tubing: Shall be seamless, "K" copper tubing complying with Federal Specification WW —T -799. Fittings shall be wrought copper with compression fitttings or cast bronze. C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. D. Valves: All valves and stops shall have ends suited or adapters shall be provided for the proper installation in the lines in which they are located. Valves shall meet local standards or in the absence of such standards, the following requirements: 1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves conforming to AWWA Specification C -500. They shall open in the some direction as those used in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. 2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with T heads. Furnish two (2) keys. E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the following requirements: 1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5 -1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar pitch varnish. Furnish two (2) keys for bolt in lids. F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation (H -10283 or H- 10291), or equal. H. Angle Valves: Angle valves at the end of water service stub ore to be copper compression type fitting also, and are to be protected with plastic bag over the valve. I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping saddle. Water service lines should be marked on curbs with a stamped "W", placed while pouring curbs. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations. Contractor shall furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 ". E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench may be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. Final backfill shall be B— borrow (INDOT spec) compacted in 6" max lifts to not less than 95% standard proctor. 6" below aggregate subbase of pavement shall be #53 stone (INDOT Spec) compacted to not less than 95% standard proctor. shall meet or exceed requirements of jurisdictional authority if more stringent. Be sure the backfill is free from large stones, roots or frozen clogs. Take care not to disturb pipe. Trenches parallel to and within 10 feet of paved roadways shall be constructed the same. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system until the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. I. If a horizontal distance of 10 feet cannot be maintained between the water line and and a sanitary sewer line, one of the following shall be done. a. Water line laid in a separate trench and 18" above sewer. b. Water line laid in some trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. J. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans on in the field before work is started or resumed. K. New Water Main Construction: Contractor to record dimension of each water stub and valves from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and "Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. Pipe Tracing Tape A. All pipe shall be traced with "Terra Tape" by Reef Industries, Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape shall be "Detectable" type imprinted with "Caution Buried Water Line Below ". Gate Valves A. All gate valves shall be iron body, bronze mounted, double disc, parallel seat type gate valves, conforming to AWWA Standard Specifications C500. They sholl open in a counter clockwise direction. Valves placed in a valve box shall terminate in 2 inch square operating nut and have non — rising stems. One valve wrench shall be supplied to the Owner for this project. Gate valves shall be as made by Kennedy Valve Manufacturing Co., Inc., Elmira, New York, Mueller or equal. Valve Boxes A. Valve boxes sholl be a three —piece cast iron type (base, center section, and sliding type adjustable extension) together with a "stay —put" cover marked "WATER ". The base shall be of the size recommended by the manufacturer for the size valve with which it is to be used. Wall thickness of the base and vertical sections shall not be less than 3/16 inch, and each valve box shall have a minimum shaft diameter of 5 -1/4 inches. MINIMUM O.D. + 1' -0" / BACKFILL / LIJ w \/ \/ > o O.D. OF � j � \ \j WATERMAIN \\ WARNING TAPE \ \! \ \\ AND BEDDING 12" OF S MECHA WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE NB— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO OT LESS THAN 95% STANDARD PROCTOR. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. DIG OUT EACH JOINT. PIPE TO REST ON FIRM EARTH TYPICAL WATER MAIN INSTALLATION- -EVE do VALVE S UNDER PRESSURE W W `— EXISTING MAIN CONNECTION. TO EXISTING MAIN. OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' & 11 1/4' BENDS. LA STRAP IRON ANCHORS 2' WIDE x 1/2' THICK 3/4 "x18" • ANCHOR BOLTS (4 REQ -D) 5' DIAM. WASHER, 1" THICK ANCHOR BLOCK TO BE OF \ CLASS 'B" CONCRETE DOWNWARD BEND OUTSIDE FACE — :AREA —NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' & 45' BENDS. AN 4" MIN. 2 �1 �z Ld CL . r + O a_ OUTSIDE FACE AREA AS NOTED IN TABLE. SECTION "C —C" POST —CAP OR INSTALLED ON CUT Tnn m 1Icu URTU rlAllcl lrr% nn Ar\r 'ALVE BOX I GATE VALVE AND BOX. ��iiu mn�a : OUTSIDE ID-EE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. — FOR PLUGS. PLAN SECTION "D —D" N OTE: ALL CONCRETE BLOCKING TO CONSIST OF CLASS "B" CONCRETE POURED AGAINST RRM GROUND. BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE OUTSIDE FACE AREA SQ. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SQ. FT.) PLUG 90' BEND 45' BEND 22 1/2* 11 1/4* 20' 16 25 14 7 4 20' OR 16' 16' 1 16" 12 16 9 5 3 ICL 7 1 12" 7 9 5 3 2 24" 30" 10" 4 7 4 2 1 12" OR LESS 1" 7 8" 3 5 3 2 1 1 15' 17' 4 6" 2 3 2 1 1 .. 6' 4" 2 3 2 1 1 4" 2' nP'TA II (`nK1('%DF-7Tr_7 Qi SANITARY SEWER 0 TYPICAL UTILITY CROSSING I -a A I a d ml a m + d� - I of a a0 V a 1 u a� U � � gym.. K u L 3 BLUE REFLECTOR -FIRE HYDRANT MARKER DETAIL a p, O w L � b .. m � u BET 0 SHEET TITLE: -4 CJ BLUE REFLECTOR -FIRE HYDRANT MARKER DETAIL Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE. THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. New Pipe Shall Be Existing Water Main Installed Under The Topping Sleeve Existing Water Main See Trench Detail For Backfill Requirements ® l/o/ve PRESSURE PIPE JOINT RESTRAINT TABLE 0 ` ct BET 0 SHEET TITLE: Length Of Pipe To Be Restrained AND SPECIFICATIONS DRAWING FILES: N: \1 238\063\DWGS\C702. DWG New Water Main (C7(0 I/ories In Each Direction From 114 Of Bend � vvvvvvvvvvv Based On 150 PSI Test Pressure Q cc Degree vvvvvvvvvv j vvvvvvvvvvv vvvvvvvvvv i ICL LL a� 44 Tee Of Bend 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 90, Tees & Plugs 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' 45' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22 -112• 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11 -114" 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE. THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. New Pipe Shall Be Existing Water Main Installed Under The Topping Sleeve Existing Water Main See Trench Detail For Backfill Requirements Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. TITLE: CITY OF CARMEL WATER MAIN STAN DAR D D ETAI LS CONNECTION DETAIL Date: March 2001 Snob: Not To Scale o ne � Henry Drawing Name: CW5 Engine-ore, Inc. Curb Box With Co ver j V c 2" HDPE �S• Sleeve ** Curb Stop Concrete Block Corporation Stop Mueller H- 15008, Or Equal Water Main Topped Service Clamp Ford F -1 or equivalent. 'k Length — Varies 1 ' f 2" HDPE (Verify) Sleeve ** Cooper Service Line * Service Clamp Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) * * For all J14" And 1 " Service Lines Installed Under Pavement Install 2" HDPE Sleeve. a� v i NO a� p 1) 1" Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) 1 112" & 2" Service Lines Shall Use Wrap Around Clamps. Smith B /air 226 Or Equivalent. 3) Corporation Stop Shall Se Brand And Model Approved By Carmel Utilities. 4) Service Line Tap Shall Be Installed With A Min. Harz. Seperction Of 24" 5) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints bells. .0 Mueller Centurion A -423 Painted 'Safety Yellow" 3" O" 6 "Vclve Box Min. L � lb .1b v .c 6" Gate Valve Q Q J Q Q 1' -0" Min. 4 O O /\ T. 4 4 Water Main 4 Bedding Material Conforming To 4 0 Q 4 J 4 X X p INDOT 903 .02, Size No. 8 ° 4 cX \ \�� \ \i ° X X X� �j One 8 "x8 "x16" Solid \�i \ \ \� Conc. Block Or 6 Min. Tee — M. J. Hydrant Assemb �� Class'B" Concrete Restrained Base On Undisturbed Length And Fittings ground. As Required Notes: 1. At High Points Along Main Water Line Where 5. Hydrant Valves must be restrained to the tee Indicated On Drawings, Anchoring Tee Shall with either megalugs, or on anchoring tee. Be Set At 45' Angle Upwards And Connected To 6" 45' Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. : J. Hydrants Shall Be Set At 500' Max. Horizontal CITY OF CARMEL TITLE FIRE HYDRANT Distance, Or Les-- As Specified By Fire Department 4. All valves must include Posy =Cop or equivalent STANDARD DETAILS ASSEMBLY lorajin Dabs: March 01 Scab: Not To Scale mH j ucy Drawing Name: CW8 ® l/o/ve 1/02/07 0 ` ct BET 0 SHEET TITLE: Existing Water Main �� AND SPECIFICATIONS DRAWING FILES: N: \1 238\063\DWGS\C702. DWG New Water Main (C7(0 I/ories � vvvvvvvvvvv Q cc 12 Min. vvvvvvvvvv j vvvvvvvvvvv vvvvvvvvvv i ICL LL a� 44 Tee 0 vvvvvvvvvvv ' vvvv 0 w vvv New Water Main vvvv Bend � � 3 vvv vvv vvv vvv vvvv . As Required varies vvvv v vvv v vv / U CIO W Bed Pipe In Specified Granular Bedding Material Hand Tamped In Note: All Joints Shall Be 6" Layers To Pipe Centerline Restrained Except Bedding Materi/ Shall Conform In Run Of Tee. To INDOT 903.02, Size No. .5 Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. TITLE: CITY OF CARMEL WATER MAIN STAN DAR D D ETAI LS CONNECTION DETAIL Date: March 2001 Snob: Not To Scale o ne � Henry Drawing Name: CW5 Engine-ore, Inc. Curb Box With Co ver j V c 2" HDPE �S• Sleeve ** Curb Stop Concrete Block Corporation Stop Mueller H- 15008, Or Equal Water Main Topped Service Clamp Ford F -1 or equivalent. 'k Length — Varies 1 ' f 2" HDPE (Verify) Sleeve ** Cooper Service Line * Service Clamp Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) * * For all J14" And 1 " Service Lines Installed Under Pavement Install 2" HDPE Sleeve. a� v i NO a� p 1) 1" Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) 1 112" & 2" Service Lines Shall Use Wrap Around Clamps. Smith B /air 226 Or Equivalent. 3) Corporation Stop Shall Se Brand And Model Approved By Carmel Utilities. 4) Service Line Tap Shall Be Installed With A Min. Harz. Seperction Of 24" 5) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints bells. .0 Mueller Centurion A -423 Painted 'Safety Yellow" 3" O" 6 "Vclve Box Min. L � lb .1b v .c 6" Gate Valve Q Q J Q Q 1' -0" Min. 4 O O /\ T. 4 4 Water Main 4 Bedding Material Conforming To 4 0 Q 4 J 4 X X p INDOT 903 .02, Size No. 8 ° 4 cX \ \�� \ \i ° X X X� �j One 8 "x8 "x16" Solid \�i \ \ \� Conc. Block Or 6 Min. Tee — M. J. Hydrant Assemb �� Class'B" Concrete Restrained Base On Undisturbed Length And Fittings ground. As Required Notes: 1. At High Points Along Main Water Line Where 5. Hydrant Valves must be restrained to the tee Indicated On Drawings, Anchoring Tee Shall with either megalugs, or on anchoring tee. Be Set At 45' Angle Upwards And Connected To 6" 45' Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. : J. Hydrants Shall Be Set At 500' Max. Horizontal CITY OF CARMEL TITLE FIRE HYDRANT Distance, Or Les-- As Specified By Fire Department 4. All valves must include Posy =Cop or equivalent STANDARD DETAILS ASSEMBLY lorajin Dabs: March 01 Scab: Not To Scale mH j ucy Drawing Name: CW8 NO\\\110,1y. �11IITIIl111,nnII1f \�O. 1.`.1....1.. '''''�,i�', STERN No. _.� 10000075 -;0- STATE OF /4NAL�� °��. rrr►uunm� DATE: 1/02/07 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. (2007) I Schnei6der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 1/02/07 0 ® ct BET 0 SHEET TITLE: WATER DETAILS ' AND SPECIFICATIONS DRAWING FILES: N: \1 238\063\DWGS\C702. DWG SHEET NO.: (C7(0 Q) Q cc cc ICL LL a� 44 0 Z 0 0 w NO\\\110,1y. �11IITIIl111,nnII1f \�O. 1.`.1....1.. '''''�,i�', STERN No. _.� 10000075 -;0- STATE OF /4NAL�� °��. rrr►uunm� DATE: 1/02/07 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. (2007) I Schnei6der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/02/07 1238.063 DRAWN BY: ct BET SHEET TITLE: WATER DETAILS ' AND SPECIFICATIONS DRAWING FILES: N: \1 238\063\DWGS\C702. DWG SHEET NO.: (C7(0 Q) 0 � � 3 d U CIO W I-4 DATE: PROJECT NO.: 1/02/07 1238.063 DRAWN BY: CHECKED BY: BET SHEET TITLE: WATER DETAILS ' AND SPECIFICATIONS DRAWING FILES: N: \1 238\063\DWGS\C702. DWG SHEET NO.: (C7(0 Ecrth Or S�Cewol'x S r cce Concrete Curb Or Curb & Giitter Pcvemen: C ' j �• >a �:.:�.., : -off^ •�• i ;;J8 Washed Aggre cite ° a / O PIPE UNDERDRAIN x� DOUBLE WALL HANCOR HI —Q OR EQUIVALENT 11. — �1!irti. PIPE UNDERDRAIN Typical Installations) NOTE: PIPE SHALL COr:FOR~M TO REQUIREMENTS Or SECTION 905.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES 07 ;1 HERE REQUIRED L F BY Tf V� �rI�Jif . i`�R, CITY OF CARMEL STANDARDS SUBSURFACE DR.AIrJ REti :SEU F I G 1 R`E 50 0 O 0 0 O G O 0 0 O 0 O 0 0 0 0_ 0 0 (:) O 0 0 -. L 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 00 0 0 00 0 0 0 0 0 0 0 0 0 0& 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L �1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 PARKING LOT PAVEMENT SECTION rT� C801 X =WIDTH OF SIDEWALK C -0" r 11 X IF X< 48" THEN SLOPE OF FLARED SIDE SHALL NOT EXCEED 1: 12 Ljj O 10 Ljj X.: p, �. (D C801 1:10 LAza, 1:10 4' -0" PLAN VIEW SEALED 0" EXPANSION JOINT 1 1/2"R MAX. 1:12 SLOPE PAVEMENT ' • _ — iii — iii —iir CONCRETE CURB 8" SECTION A— A WHEELCHAIR RAMP DETAIL- 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 9 C801 NO SCALE 3" OF TOPSOIL BACKFILL 6" 1 1 24„ 6" 1 18" .L, 3 /4„ 24" COMPACTED SUBGRADE 2 CONCRETE CHAIRBACK 1 _*� C801 CURB AND GUTTER 6" 24" 6" 18 >, 3" OF TOPSOIL 4 EARTH III III I�I •_ BACKFILL I 5 N: III .: F. '.....':..'': ' ..,' •'.'... Q III =1 I = . ' • .::D ' : -• ..:• ' .. •.. •. p',' - :: '. • •• .'.:' •' •' o '. , . #53 COMPACTED = 1111 1113 •o o ' STONE BASE °- o o O• o .0. 0 .0. ° o .0. . .0. o ° O • o c.0. 4o o ° o•o Co. , o o o ° O o 0 O ° O o 0 O o° O o° O ° O ° O o 0 0. o° O. o° O• 0 0• ° O p °O o °O • o °O p . ° o 0 • o °O o O • o °O • o o O O 0.0°0.0°0 0 ° o 0 0• 000.,.0.0.0..."..00 • 0 0 o 0 O . ', o 0 0 01'. 0 0 0 0",_ . o 0 Oo 0 Oo 0 O 0 O• 0 O 0 0 o O 0 o 0 O0 0 0 0. 0 0 0 p0 0 0 000 0 o p 2' CONCRETE CHAIRBACK CURB 2 (WITHOUT GUTTER) c8o1 / Li z F_ z 0 F- z p Ld 20 CJ Z p —� STREET AND STORM SEWER O 7 �0 ALL �J L SHEET NO.: v n O_ W ILL r LZ o I Q Lij w > of �_ � v° It > Ln z 5' -0" BETWEEN z 2 cv� IL < < z 0 TRANSVERSE JOINTS V) LLJ , W 48' -0" BETWEEN EXPANSION JOINTS (MAX. 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 K—,3- C801 • .. 4 . A d a. d' Vd 4.• 'a A. A** <Q 4 e a A V Lj 0 0 O o 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 00 0 0 0 0 0 00 0 0 00 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 0 0 0 0 0 0 6" CONCRETE PAVEMENT 4000psi 6" GRANULAR FILL CONCRETE PAVEMENT SECTION 0 �01 1. SAWCUT EXISTING EDGE /-2, SURFACE MILL 1" 1' -0" TACK COAT ALL FACES NEW PAVEMENT-----\ MIN. EXISTING PAVEMENT 1.5" HMA SURFACE #11 I 2" HMA #8 BINDER 3" HMA #5D BASE 7" #53 STONE • PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT TIE —IN 8c 5 SECTION WITHIN RIGHT OF WAY �2V 50' TOP OF CURB 77 M/z TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB \\`\��NUUtu u l r ►►rrU�,,i�ir No. 10000075 - ' STATE OF ZZ Q /0NAL rrnnnnnna� 1 / . DATE: 1/02/07 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. (2007) y Schnei r THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z 1/02/07 0 DRAWN BY: NZIM BET SHEET TITLE: STREET AND STORM SEWER C� DRAWING FILES: Lu SHEET NO.: (C (0) n n0i0 ® OC WM0 Q Z� LL IL z 0 V) LLJ , W \\`\��NUUtu u l r ►►rrU�,,i�ir No. 10000075 - ' STATE OF ZZ Q /0NAL rrnnnnnna� 1 / . DATE: 1/02/07 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. (2007) y Schnei r 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.: 1/02/07 1238.063 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET AND STORM SEWER C� DRAWING FILES: N: \1238 \063 \DWGS \C801.DWG SHEET NO.: (C (0) n Q Z� W UU w ct li O r DATE: PROJECT NO.: 1/02/07 1238.063 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET AND STORM SEWER DETAILS DRAWING FILES: N: \1238 \063 \DWGS \C801.DWG SHEET NO.: (C (0) n STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "x17" Plat denoting boundaries and streets is provided separately. L Project Type: This site consists of the construction of 1 building and parking lot expansion within a Mixed -Use Block development of VOWC Section 3001 -A Block "E ". A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached C101 and N01 Letter. A6 Location of proposed site improvements: See sheets C101 to C102. A7 14 Digit Hydrologic Unit Code: 05120201090060 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave t h e site: Sto rmw ate r will discharge from the site into existing /proposed storm sewer networks within the Village of WestClay. The storm sewers are routed through several detention ponds prior to discharging into Elliot Creek, see Site Plan Sheets C101 and the Grading, Drainage & Utility Plan Sheets C102 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: Existing ponds are located to the south and east of the site within the Village of WestClay. The pond series drains to the east into Elliot Creek. All Receiving Waters: Elliot Creek 6j_Z Identification of potential discharges to groundwater: None. A13 100 Year Floodplains, Floodways and Flood Fringes: None. A14 Pre - Construction and Post Construction Peak Discharge: 10year Pre - Construction Peak Discharge = 2.5 CFS 10year Post Construction Peak Discharge = 5.9 CFS A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan - Pre - Construction Plan Sheet C103 for more information): North: Village of WestClay Section 3004 South: Village of WestClay Provost Park East: Village of WestClay Section 3004 West: Village of WestClay Section 3001 -A, Block "F' A16 Locations and approximate boundaries of all disturbed areas: See Sheets C103 -C104 for locations. A17 Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan - Pre- Construction Plan Sheet C103. A18 Soils Map including descriptions and limitations: See sheet C804 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Grading, Drainage & Utility Plan Sheets C102 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: See Grading, Drainage & Utility Plan Sheets C102. A21 Locations of Soil Stockpiles: Stockpile areas shall be located as for away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located closer than 15 feet from property line. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography. See Grading, Drainage & Utility Plan Sheets C102 for existing site topography. A2.3 Proposed final topography. See Grading, Drainage & Utility Plan Sheets C102 for proposed site grading and drainage patterns. B1 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, broke dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. E7 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 Block "E' Regent's Building, Part 11, Section 3001 -A, Block "E" project during construction protecting the adjoining properties and Elkt Creek. The majority of the existing watershed sheet flows prior to entering the existing streets & storm sewers in the adjoining sections. The storm sewer systems convey runoff through a series of ponds eventually discharging into Elliot Creek. PRECONSTRVCTION ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Moley ") 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 as depicted on plan. 4. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips along the North, South, East and West boundaries. 5. Maintain 10' minimum grass filter strips as depicted on plan. 6. A construction entrance shall be placed per the plan location. 7. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. 8. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 N01 and Rule 5 inspection documentation. CONSTRUCTION ACTIVITIES: 1. Once erosion and sediment control measures are in place, begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for more than 15 days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, etc..) immediately. 2. After completion of mass grading, final grade and seed, landscape berms, common areas and swales immediately after grading is completed. 3. Upon completion of mass grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. 4. Upon completion of sewer installation and inlet protection, proceed with parking lot construction and building construction. 5. Liming of parking lot, if utilized, should be done prior to the installation of storm sewers to prevent the transmission of lime dust to ponds or receiving waters. 6. Builder shall sweep adjacent streets at least twice weekly. In addition, streets and curb inlet protection should be cleared of all debris at the end of each work day. 7. Final grade all areas. Re -seed any disturbed areas. 8. Remove all temporary erosion and sediment control measures. 9. 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) end specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for location and Sheet C804 for construction entrance details and specifications. B4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of sediment control measures and Sheet C804 for construction details and specifications. 65 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of sediment control measures and Sheet C804 for construction details and specifications. K Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of inlet protection measures and Sheet C804 for construction details and specifications. B7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of runoff control measures and Sheet C804 for construction details and specifications. K Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of stormwater outlet control measures and Sheet C804 for construction details and specifications. Il Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of grade stabilization control measures and Sheet C804 for construction details and specifications. B110 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of various stormwater quality measures and Sheet C804 for construction details and specifications. 611 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of temporary surface stabilization measures and Sheet C804 for construction details and specifications. IZ Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of permanent surface stabilization measures and Sheet C804 for construction details and specifications. B13 Material handling and spill prevention plan: Purpose The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water. Elliot Creek 2. Drainage System: The majority of the existing watershed sheet flows prior to entering the existing streets and storm sewers in the adjoining sections. The storm sewer systems convey runoff through a series of ponds eventually discharging into Elliot Creek. It then follows the ditch southeast. 3. Possible Spill Sources (during 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 Splls: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317 - 233 -7745 Toll Free 800- 233 -7745 Also the National Response Center at 800 -424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel C.) Notify the City of Carmel Fire Deportment 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 bee-i eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. B14 Monitoring and maintenance guidelines for pollution prevention measures: A self- monitoring program must be implemented by the project site owner to ensure the stomrwoter 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 individual 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 cleonout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. 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 has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any 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. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for Regent's Building project erosion and sediment control specifications. L 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, broke 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. QZ Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Install and maintain post- contruction BMPs. A series of wet ponds will be utilized on this specific project, in addition to SNOUT catch basin inserts for pollutent and debris removal. 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 home builder or his designee until the homeowner buys and thereby accepts responsibility for the individual lot. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of: 1. Reducing or eliminating post - project runoff by using wet detention ponds. 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, for project eliminating or controlling pollutants (source controls) o t hi s p 1e ct 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. Runoff will pass through 4 large wet ponds providing for a significant increase in travel time as well as very low velocities through the overall Village of westClay development prior to discharging into Elliot Creek as part of the master drainage plan for the project. The Regent's Building is part of the overall Village of WestClay development. b. Reducing Runoff or Direct runoff from impervious areas - Reduction in volume of runoff potentially carrying suspended solids and pollutants. This is achieved through a series of 4 large wet ponds as part of the Village of WestClay master drainage plan. c. Permanent erosion control seeding and plantings - 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. SNOUT Catch Basin Inserts - Insert in catch basins within parking lot to filter pollutants and debris. It is the intent of this plan that the implementation of the above described stormwater quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: A series of wet ponds will be utilized as a post - construction BMP. See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of temporary stormwater quality measures and Sheet C804 -C805 for construction details and specifications. a Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION tAr�e%iimrn VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a 'dry and clean site'. The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP ore under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak: proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTF MANACFMFNT riDtion and Pur 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 bogs, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash 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 points) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash rocks, 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. CONCRETE WASHOUT 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 DescriDtion and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. N n- sto rmwaters 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=r�p ilor: 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. Approprate Appicotior,s: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. mp!e;n?entotior: 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. 113in te,narce: Maintenance is required for safety fencing, vegetation, embankment, inlet nd outfall structures, as well as other features. Removal of sediment is required when the storage volume is educed by one -half. Sediment Trap Uescrip tior: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropn'o to A pplico Hors: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. implemOn to Lion: 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. lloin fencrce: 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 Oescrip tion: 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 Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. ln�Ole7 er to t, o,n: 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. Mein teronce. 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 Prn iert Nnme- Name of Trained Individual: Date of Inspection: Is this Evaluation followina a rainfall Yes No If ves. date the rain stODDed: Inches No. I PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? Q STORMWATER POLLUTION 2. Are all necessary permits attained and special provisions being implemented? LUIiiiiiiiiiiiiii SHEET NO.: 0 3. Is a construction entrance installed? Is it effective? Is it enough Z J 0 4. Public and private streets are clean? . t::0 Q O 5. Are appropriate practices installed where stormwater leaves the site? 0 I d 6. Silt fence is entrenched into the round? � 0 = z (D 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? w O U w Terminated to higher round? Property joined at ends? Q4 O , 8. I Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? U U 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? 10. Diversions swales and/or waterbars are installed to Ian and protected? 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? not filter fabric under rate . . 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross-bracing and/or stakes are adequate and meetspecifications? 15. 1 The fabric straw, mulch and/or stone is intact without holes or tears? 16. 1 Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice9 18. Swoles and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. 1 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 round is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been roperly prepared for seeding? 27. Hard or soft ormoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 299 A designated washout is established for concrete trucks? 30. 1 A dumpster is onsite for trash disposal? 31. 1 Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are complying with the overall Ian? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WI1N 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: \\\\\�� \ \ 1111111 III I I I l l / / / r / ///// ON T 80/,1'''%, Q� T.... . �G�S ERF . '� o �` No. 10000075 ?� STATE OF ^/DIMAP N ,//1�i1. 5 /ON ��`\\�\�� Z 7� / / / / /u/'II�I� 11 3/t4w� / I DATE: 1/02/07 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. (2007) 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 CIS * LIS ' Home Builder Services - Interior Design . Land Surveying Landscape Architecture Transportation Engineering I >, i 1 /02/07 0 I (9 11111111111i Z Q STORMWATER POLLUTION U CC LUIiiiiiiiiiiiiii SHEET NO.: 0 _+-� Z J 0 cc 9 . t::0 Q O ®C oC 0 a LLM 11010 - � 0 = z (D 44 V) w w \\\\\�� \ \ 1111111 III I I I l l / / / r / ///// ON T 80/,1'''%, Q� T.... . �G�S ERF . '� o �` No. 10000075 ?� STATE OF ^/DIMAP N ,//1�i1. 5 /ON ��`\\�\�� Z 7� / / / / /u/'II�I� 11 3/t4w� / I DATE: 1/02/07 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. (2007) 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 CIS * LIS ' Home Builder Services - Interior Design . Land Surveying Landscape Architecture Transportation Engineering I >, C.!) 1 /02/07 1238.063 . . I . c V � SHEET TITLE: `. STORMWATER POLLUTION U f=) N: \1238 \063 \DWGS \C802- 803.DWG SHEET NO.: (C (,u)(0) . _+-� Q) h--ll Z Q � w � Q � � cz� � � � 44 - w O U w � � Q4 O , nn11 U U t X CZ W --! r O . . DATE: PROJECT NO.: , 1 /02/07 1238.063 . DRAWN BY: CHECKED BY. BET SHEET TITLE: `. STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \063 \DWGS \C802- 803.DWG SHEET NO.: (C (,u)(0) . 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 underdroins, 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 CURB INLET RUN OFF CURB INLET SEDIMENT BARRIER NO SCALE SEEDING �i / ij_!iii9 3 6" MIN. TURN DOWN / n III III EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S -75 OR EQUAL) EXISTING GRADE 111 EROSION CONTROL MATTING DETAIL j,- A 17t2i, Cr,Ft I �j, � 1 � -� f` -` f It I �'+,�,.�f� -•�- �--� �1.�.�, `•� �•� / .J +ti °.�e. <.$..' ------- 1-f Srl- st,/ 1i Cr- f 1 9 F4 1 r --,.__ ` r' ^...� T f ice_'. ^._,._ �_,. -, ; ...-•- i I _�, {' r c. {, N / i I r F /f .T Cr A SIT15-1 �s fl/ ,._. CIS. t SOILS M �if� XU 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 KtVUIKtU UUt IU Utt Iti Uh MUk ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN "C' i i 4:1 3:1 2 1 1:1 WITH ADDITIONAL STAPLES ON SIDE SLOPES AT CHANNEL PROJECTED WATER LINE. SLOPE GRADIENT LINING STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTIUzED. 1 Z THE EDGES OF THE BLANKET SHOULD ON SLOPE APPLICATIONS, THE TOP OF BE EACH OTHER, THE THE BLANKET SHOULD BE 'SLOTTED IN' E BUTTED AGAJNST E ABOVE THE BREAK OF THE SLOPE OR AT EDGES THE NST SHOULD BE OVERLAPPED 2'. A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. 3 �- ROLL BLANKETS 4 THE BLANKET SHOULD NOT BE o OUT IN DIRECTION ON LONG SLOPES, THE ENDS OF THE STRETCHED BUT ALLOWED TO LAY - OF WATER FLOW. BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO r 4 - 6' IN A "SHINGLE EFFECT'. ACHIEVE MAXIMUM BLANKET TO SOIL �_� CONTACT. f PREPARATION OF THE SEED BED, -�� -ti INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE °••'•' CONDUCTED AS NORMAL PRIOR TO 7 INSTALLATION OF BLANKET. ROLL BLANKETS OUT IN DIRECTION : .?: OF WATER FLOW. \ O • 5 \ • o ' o • IN HIGH VELOCITY CHANNEL APPUCATIONS, •° •° CHECK SLOTS SHOULD BE ESTABLISHED ° o • o .0 • EVERY 35 - 40'. THE SLOTS SHOULD BE ;° .0.- ° 6' WIDE BY 6" DEEP WITH THE BLANKET PUBLIC ROAD V-0., . e 50 (MIN) °o . e •o • ' STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. .o °p.e °o.e•O. ° °O. ° °o.0 ° °o•°•o•°'o• ° °o•O•o•O•o•O •e °o.o °o.o °o.o \ . e, °" e • •• ' o ° • •o o . O a • ° e . • • o � e v e Oee 'e e O• '° . e O •• e °O e °O • , ° ° °• °° °° ° ° °• °•°• °° ° ° °• ° . .°. e .o,° ee . • • O O . • o o • • O O • • o O ° O • • O O EROSION BLANKET INSTALLATION °°° e•°• °0 O •o ° • • O . O • o oO •O • .0.. 0. 0.0 O, e O, 0' 0- c e 0.. e 0.0 0. o. e:; •O• o•O •O ° °•O.O• 0.0.0.0. e eke °O.O °O O °O.O °O- o °O -o °O•o °. °•°. °•°. °•e.°° . 0. °;. 6" (MIN) - °•e.°, °.° °.° °° e.e ° °•o'o• ° °o •° • °=° 12' (MIN) 2 " -3" COARSE e` AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE geotextile of 100% polypropylene meeting the physical properties below. INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED to stakes over fabric as reinforcement. if mulch is applied. PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED Fabric Weight ............................ ............................... 4 oz /syd PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED BY MINIMUM OF W ANO A MAXIMUM OF 24' ACCORDING TO STRUCTURE CONFIGURATION. GASKET MINUMUN DISTANCE CE FOR R COMPRFSSFD PIPES. 12.1.0.198'. AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED 7. SNOUTISRUCTURE INTERFACE: THE HOOD SHALL BE SECURELYATTACHED fO SIRUCTURE AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED DATE SCALE AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED NONE US Patent # 6126817 CANADIAN Patent # 2285146 INSTALLATION DRAWING NUMBER I N RQ -S N REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED SILT FENCE x x � io' t TvFicaL 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. SILT FENCE Irrigation needed during this period. To control Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. use mulch. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. if mulch is applied. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UVResistance ........................... ...........•---- ....... ....... > 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 BE COVERED COMPLETELY. Ground Surface I Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS Temporary Seeding and Stablization Dates Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Wheat or Rye Oats Annual Ryegrass Permanent Seeding Date Non - Irrigated* Irrigated Dormant Seeding ** 18.00" 1 20.00" -I 24.00" 13.35" ----� FRONT SIDE 24.00" STRUCTURE WALL PLAN CONFIGURATION DETAIL 1• PVC ANTI -SPHON PIPF ADAPTFR REMOVABLE WATERTIGHT ACCESS PORT, Ir.10' OPENIN Irrigation needed during this period. To control 0 erosion at times other than in the shaded areas, NTING FLANGE OUTLET PIPE (HIDDEN) use mulch. * Late summer seeding dates may be extended 5 days SHEET TITLE: if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE INSPECTION REQUIREMENTS: ESTABLISHMENT OF VEGATATIVE GROUND COVER. t. MANUFACTURER: ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY 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 LYME, CT 06371 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass - 1 lb. 40 lbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. 18.00" 1 20.00" -I 24.00" 13.35" ----� FRONT SIDE 24.00" STRUCTURE WALL PLAN CONFIGURATION DETAIL 1• PVC ANTI -SPHON PIPF ADAPTFR REMOVABLE WATERTIGHT ACCESS PORT, Ir.10' OPENIN TYPICAL INSTALLATION 4 :, "A , TIaPHON DEVICE ' '•, .) SNOUT 0 + . OIL- DERRIS :4- is How OUTLET PIPE NTING FLANGE OUTLET PIPE (HIDDEN) . GASKET MUST BE •• J SEE OTE' VISIBI E BFTWFFN NOUTAND STRUCTURE WALL ._ FRONT VIEW SIDE VIEW SNOUT OIL - WATER- DEBRIS SEPARATOR 4 ,. + •'' SHEET TITLE: *NOTE- SUMP DEPTH TO BE MIN. OF 2.5 TIMES THE V OUTLET PIPE I.D. (E.G. 24• PIPE = 5' SUMP) 3- MIN LU FOR PIPES 12' I.D. OR LESS INSPECTION REQUIREMENTS: INSTALLATION DETAIL FIMTS TO eE t. MANUFACTURER: ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY POSITIONED UNIFORMLY AROUND PERIMETER OF SI HUCIUHES SHALL BE PHOVIUEU BY: SNOUI TOEN9URE BEST MANAGEMENT PRODUCTS, INC. COMPRESSION OPTIMAL CASKS I GAS1cE 53 M T. ARCHER RD. oFTSI I a LYME, CT 06371 FOAM GASKET Wf TOLL FREE: (BW) 504-8008 OR(877)434-3197 WEB SI I E: w .b pinc.c PSA BACKING (TRIM TO LENGTH) 2. CONFIGURATION: Al L HOODS SHAT I BF FQUIPPFD WITH A WATFRTIGHT ACCFSS PORT, A I'M LNG MOUNTING FLANGE, AND AN ANTI- SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) FLANGE 3. PIPE COVERAGE: THE SIZE OF THE HOOD SHALL PERMIT THE O.D. OF THE OUTLET PIPE TO 0 BE COVERED COMPLETELY. I IULIAI Ann" NDTF 4. HOOD POSITION: THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM D UIS I ANCE EQUAL TO 12 THE OUTLET PIPE I.D. WI I A MINIMUM UIS IANCE OF 8' FOR PIPES POSITION HOOD SUCH THAT BOTTOM FI ANGF 19 A .12- I.D. GREATER INSERTION DEPTH IS PERMISSIBLE. T 12 D DISTANCE OF 12 OUTLET 5. ANTI - SIPHON VENT: VENT WITH ELBOW AND FEMALE ADAPTER SHALL EXTEND ABOVE HOOD al y PIPE DIAMETER (MIN.) BELOW THE PIPE . BY MINIMUM OF W ANO A MAXIMUM OF 24' ACCORDING TO STRUCTURE CONFIGURATION. GASKET MINUMUN DISTANCE CE FOR R COMPRFSSFD PIPES. 12.1.0.198'. 8. MOUNTING SURFACE PREPARATION: THE SURFACE OF THE STRUCTURE WHERE THE FLOOD BETWEEN HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERLAL. w AND STRUCTURE (SEE DETAIL B) 7. SNOUTISRUCTURE INTERFACE: THE HOOD SHALL BE SECURELYATTACHED fO SIRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS. OIL - RESISTANT GASKET AS SUPPLIED BY MANUFACTURER MUST BE INSTALLED TO PROVIDE PROPER SEAL. (SEE DE IAIL -8' WILL )Al. S. ACCESSORIES: IF OIL BOOMS OR FLOW DEFLECTORS ARE SPECIFIED, THEY MUST BE HOLE SHIELD 193 BOLT INSTALLED AND PRESENT FOR INSPECTION. FXPANSKJN CONF END OUT) 9. INSTALLATION INSTRUCTIONS: INSTRUCTIONS SHALL BE FURNISHED UPON REQUEST OF (NARROW INSPECTOR WITH MANUFACTURER SUPPLIED INSTALLATION KIT. A. INSATAALLATIONINS aucnIO�O•S INSTALLATION REQUIREMENTS FOR B. PVC ANTISIPHONVENT PIPE, FEMALE ADAPTER WITH NUT, O-RING GASKETS C. OIL - RESISTANT CRUSHED CELL FOAM GASKET W fT H PSA BACKING SNOUT HOODS INSTALLED IN D. 318" STAINLESS STEEL BOLTS STORMWATER QUALITY E. ANCHOR SHIELDS (SEE BELOW FOR MULTI -PART SNOUTS 36F, 48F, 54R 98F AND SPLIT SNOUTS ONLY) IMPROVEMENT STRUCTURES F. STAINLESS NUTS AND BOLTS PLUS GASKET TO SECURE TOP AND BOTTOM OF SNOUT. DESCRIPTION DATE SCALE OIL - DEBRIS HOOD 04113/05 NONE US Patent # 6126817 CANADIAN Patent # 2285146 INSTALLATION DRAWING NUMBER I N RQ -S N REQUIREMENTS (TYPICAL) �- 020.00" 024.00" U.S. PATENT# 6126817 FOREIGN PATENTS PENDING 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 INDIANA STATE LAW IC- 8- 1 -26 -1 PER ET Q. 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" PVC ANTI - SIPHON REMOVABLE WATERTIGHT PIPE ADAPTER 6.50 " 022.00 1, �- ACCESS PORT, 6" OPENING 018.00" R9.00" i ro> 9.00" 0 11 25.00" 27" 16" 20.00" -� �--- 14.18" 24.00" r L U-J) FRONT SIDE R12.00" R10.00" PLAN DESIGNED TO FIT 48 "-60" DIAM. STRUCTURES RECOMMENDED SUMP DEPTH 2.5 TO 3X OUTLET PIPE I.D. 14.18" U.S. PATENT #6126817ADDITONAL PATENTS PENDING I DESIGN PARAMETER GUIDELINES FOR WATER QUALITY IMPROVEMENT RATE 4 i d < d V L• t 2 L / -ANTI- SIPHON DEVICE SHEET TITLE: STORMWATER POLLUTION V SNOUT" OIL & DEBRIS STOP . a . LU A- -4 OIL & FLOATABLE DEBRIS a ' d N SURFACE CANNOT EXIT PIPE Z OUTFLOW INFLOW •aa ; e' A A < . 0 • a v A a. d '. �• SUSPENDED SOLIDS SETTLE ON BOTTOM . d d' a _ A .' A ' yQ 0 z o SNOUT U.S.PATENT #6126817 ADDITIONAL PATENTS PENDING <n w BMP, INC. O 53 MT. ARCHER ROAD, LYME, CT. 06371 (800) 504 -8008 FAX (860)434 -3195 DESCWHI ION DATE SCALE SNOUT INLINE 09/17/99 NONE INSTALLATION DRAWING NUMBER SC -IN 14.18" U.S. PATENT #6126817ADDITONAL PATENTS PENDING I DESIGN PARAMETER GUIDELINES FOR WATER QUALITY IMPROVEMENT ANTI - SIPHON VENT STACK SIZED ACCORDING TO TOP OF STRUCTURE OR GRATE. 3" MIN. HEIGHT. Dp OUTLET PIPE DIAMETER (I.D.) "SNOUT' OIL/DEBRIS STOP BY BMP, INC. INSTALLED PER MFG. SPECIFICATION BOTTOM OF HOOD 112 PIPE I.D. BELOW INVERT OF PIPE (6" MIN.) WIDTH OF STRUCTURE RULE # 1- AT AN ABSOLUTE MINIMUM, STRUCTURE INTERNAL DIMENSIONS MUST BE AT LEAST LARGE ENOUGH TO ACCOMODATE EXTERNAL DIMENSIONS OF THE SNOUT, AND ALLOW FOR A PERSON TO INSTALL IT. REFER TO BMP, INC. CAD DETAILS FOR PART DIMENSIONS. RULE #2- USE ONLY "F' SERIES SNOUTS FOR RECTANGULAR OR SQUARE STRUCTURES, AVAILABLE IN 12 ", 18 ", 24 , 30 , 48 , 72' AND 96" SIZES. USE ONLY "R' SERIES SNOUTS FOR ROUND STRUCTURES, AVAILABLE IN 12-,18',24-,30-, AND 54" SIZES. *SUMP DEPTH (Ds)- SUMP DEPTH SHOULD BE A MINIMUM OF 36" FOR ANY NEW CONSTRUCTION FOR PIPES 12" AND LESS. FOR 15 " -18" PIPE MIN. DEPTH SHOULD BE 48'. OPTIMAL SIZING IS AT LEAST 2.5X TO 3X OUTLET PIPE DIAMETER (Dp) FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. STRUCTURE DIMENSIONS- PLAN DIMENSIONS FOR A STRUCTURE SHOULD BE UP TO 7X AREA OF OUTLET PIPE FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. (SEE "MAINTENANCE CONSIDERATIONS" DOCUMENT FOR MORE INFORMATION) IMPORTANT NOTICE: DO NOT CONFUSE PIPE O.D WITH PIPE I.D. A SNOUT FITS OVER A PIPE, NOT IN IT. THUS, SNOUT MUST BE SIZED TO FIT OVER PIPE OPENING IN STRUCTURE. SNOUTS ARE AVAILABLE FOR ROUND STRUCTURES TO ACCOMODATE PIPES OF 54" O.D. MAX. FOR PIPES 54" O.D. AND ABOVE, USE SQUARE OR RECTANGULAR STRUCTURES. SIZING EXAMPLES: OUTLET HOLE SIZE SNOUT SIZE 11.9' O.D. OR LESS 12 F or R (R FITS 36•-48' DIAM STRUCTURE) 12.0' -17.9" O.D. 18 F or R (R FITS 48' -60' DIAM STRUCTURE) 18.0" -23.9" O.D. 24 F or R (R FITS 48" -80' DIAM STRUCTURE) BMP, INC. 24.0'-29.9' O.D. 30 F or R (R FITS 60 " -72" DIAM STRUCTURE) 300-35.9'0.0. 36F 53 MT. ARCHER ROAD, LYME, CT. 06371 30.0 "47.9" O.D. 48 F (800) 504 -8008 FAX (860)434-3195 30.0.53.9" O.D. 54Rl72 (FITS 72- DIAM STRUCTURE ONLY) DESCRIPTION DATE SCALE SNOUT SIZI 48.0 "- 71.9.O.D. 72F 09109/05 NONE NG 72 -95.9' O.D. 96 F CHART DRAWING NUMBER SP -SI A r PROJECT NO.: i d 1238.063 V InIIIIIII 2 SHEET TITLE: STORMWATER POLLUTION V ANTI - SIPHON VENT STACK SIZED ACCORDING TO TOP OF STRUCTURE OR GRATE. 3" MIN. HEIGHT. Dp OUTLET PIPE DIAMETER (I.D.) "SNOUT' OIL/DEBRIS STOP BY BMP, INC. INSTALLED PER MFG. SPECIFICATION BOTTOM OF HOOD 112 PIPE I.D. BELOW INVERT OF PIPE (6" MIN.) WIDTH OF STRUCTURE RULE # 1- AT AN ABSOLUTE MINIMUM, STRUCTURE INTERNAL DIMENSIONS MUST BE AT LEAST LARGE ENOUGH TO ACCOMODATE EXTERNAL DIMENSIONS OF THE SNOUT, AND ALLOW FOR A PERSON TO INSTALL IT. REFER TO BMP, INC. CAD DETAILS FOR PART DIMENSIONS. RULE #2- USE ONLY "F' SERIES SNOUTS FOR RECTANGULAR OR SQUARE STRUCTURES, AVAILABLE IN 12 ", 18 ", 24 , 30 , 48 , 72' AND 96" SIZES. USE ONLY "R' SERIES SNOUTS FOR ROUND STRUCTURES, AVAILABLE IN 12-,18',24-,30-, AND 54" SIZES. *SUMP DEPTH (Ds)- SUMP DEPTH SHOULD BE A MINIMUM OF 36" FOR ANY NEW CONSTRUCTION FOR PIPES 12" AND LESS. FOR 15 " -18" PIPE MIN. DEPTH SHOULD BE 48'. OPTIMAL SIZING IS AT LEAST 2.5X TO 3X OUTLET PIPE DIAMETER (Dp) FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. STRUCTURE DIMENSIONS- PLAN DIMENSIONS FOR A STRUCTURE SHOULD BE UP TO 7X AREA OF OUTLET PIPE FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. (SEE "MAINTENANCE CONSIDERATIONS" DOCUMENT FOR MORE INFORMATION) IMPORTANT NOTICE: DO NOT CONFUSE PIPE O.D WITH PIPE I.D. A SNOUT FITS OVER A PIPE, NOT IN IT. THUS, SNOUT MUST BE SIZED TO FIT OVER PIPE OPENING IN STRUCTURE. SNOUTS ARE AVAILABLE FOR ROUND STRUCTURES TO ACCOMODATE PIPES OF 54" O.D. MAX. FOR PIPES 54" O.D. AND ABOVE, USE SQUARE OR RECTANGULAR STRUCTURES. SIZING EXAMPLES: OUTLET HOLE SIZE SNOUT SIZE 11.9' O.D. OR LESS 12 F or R (R FITS 36•-48' DIAM STRUCTURE) 12.0' -17.9" O.D. 18 F or R (R FITS 48' -60' DIAM STRUCTURE) 18.0" -23.9" O.D. 24 F or R (R FITS 48" -80' DIAM STRUCTURE) BMP, INC. 24.0'-29.9' O.D. 30 F or R (R FITS 60 " -72" DIAM STRUCTURE) 300-35.9'0.0. 36F 53 MT. ARCHER ROAD, LYME, CT. 06371 30.0 "47.9" O.D. 48 F (800) 504 -8008 FAX (860)434-3195 30.0.53.9" O.D. 54Rl72 (FITS 72- DIAM STRUCTURE ONLY) DESCRIPTION DATE SCALE SNOUT SIZI 48.0 "- 71.9.O.D. 72F 09109/05 NONE NG 72 -95.9' O.D. 96 F CHART DRAWING NUMBER SP -SI A r � J014 T. STER No. 10000075 - STATE OF := / / / /I! /llllllllllll\ \I \ \\ DATE: 1/02/07 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. (2007) 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.: 1/02/07 1238.063 V InIIIIIII 2 SHEET TITLE: STORMWATER POLLUTION V DRAWING FILES: LU SHEET NO.: a Z ...t I--i Z 0 OC 0 a d �, yQ 0 z o . <n w � J014 T. STER No. 10000075 - STATE OF := / / / /I! /llllllllllll\ \I \ \\ DATE: 1/02/07 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. (2007) 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.: 1/02/07 1238.063 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION V DRAWING FILES: N: \1238 \063 \DWGS \C802- 803.DWG SHEET NO.: I. I--i Z I-I a d �, yQ O W U CZ , DATE: PROJECT NO.: 1/02/07 1238.063 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAINS & NOTES DRAWING FILES: N: \1238 \063 \DWGS \C802- 803.DWG SHEET NO.: I. EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from off site shall be of kind and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the trees shall be buried onsite or removed to disposal areas off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). The location of on site bury pits shall be designated by the owner or the Engineer. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, ect. B. After completion of site grading and subsurface utility installation, top soil shall be replaced in areas designated on the erosion control plan for seeding and /or sodding. Any remaining top soil shall be used for finished grading around structures and landscaping areas. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. If active utilities are encountered but not shown on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Utility Company and the Engineer. D. It shall be the responsibility of each contractor to verify all existing utilties and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.04 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All building pad areas (engineered fill areas) shall be compacted to standards specified by local and /or state building codes. All fill areas (pad or engineered) shall be compacted to at least 95 percent of the maximum dry density (ASTM D- 1557). fill should exhibit a maximum dry density of at least 105 pcf, and have a liquid limit less than 50 and plasticity index of less than 25. sandy fill must have less than 15% fines passing a #200 sieve. 2. For compaction requirements of paved areas, see street specifications. 8. Earth Work Balance The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. Minor adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer in determining earthwork quantities shall be ac- complished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings as the physical limits of the various soil types, also the allowable variation in finish grade and compaction permitted the contractor, and that all of these parameters may cause either an excess or shortage of actual earthwork materials to shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbalance of earth. complete the project. If such an actual minor excess or TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED SEPTEMBER 1, 2006 1. Standard specifications 327 IAC 3 shall apply for all work and materials. Inspection service shall be provided by Clay Regional Waste District. The following specifications and construction plan details denote requirements for materials and installation methods per 327 IAC 3. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 124548. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be monufatured by Harco or equal. 4. All sanitary manholes shall be "precast concrete" manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturer's recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimneys, including all riser rings shall be sealed using Infi- Shield " Uniband" or approved equal. Prior to placement, the top 4- inches of the manhole cone and costing frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole costing frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineer's representative, should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to fumish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such "as built" prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. Deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 3271AC 3 -6 -9. Sec. 9. (a) Sanitary sewers shall not be located within ten (10) feet of any existing or proposed water mains, when measured horizontally from the outside edge of the sanitary sewer to the outside edge of any existing and proposed water mains, unless the sanitary sewers and water main comply with the following: (1) The sanitary sewer and water main must cross with the sanitary sewer and water main separated by a minimum of eighteen (18) inches measured vertically from the outside edge of the sanitary sewer to the outside edge of the water main. (2) The crossing specified in subdivision (1) must be at a minimum angle of forty -five (45) degrees measured from the center lines of the sanitary sewer and water main. (3) The conditions specified in subdivisions (1) and (2) must be maintained for a minimum distance of ten (10) feet from either side of the sanitary sewer as measured from the outside edge of the sanitary sewer to the outside edge of the water main. (b) A shorter separation distance than that specified in subsection (a) is allowed if the following is conducted within the separation distances specified in subsection (a): (1) The sanitary sewers meet all water main pressure testing requirements as described in 327 IAC 8- 3.2- 17(a). (2) The sanitary sewer shall be constructed of materials in conformance with one (1) of the following: (A) 327 IAC 8- 3.2 -8. (B) Section 8(a)(1) of this rule. (C) ASTM D2241 -96b, Standard Specification for Poly Vinyl Chloride (PVC) Pressure -Rated Pipe, and having a SDR (standard dimension ration) of 21. (3)The sanitary sewers and water mains are no in contact. (4)Any sanitary sewer joints are compression type joints that are placed equidistantly from the water main. (5) The sanitary sewer and water main are laid on separate trench shelves. (c) No sanitary sewer manhole shall be within eight (8) feet of a water main as measured from the outside edge of the sanitary sewer manhole to the outside edge of the water main. 17. Trench shall be opened sufficiently ahead of pipe loying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 -IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing done on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A or equal and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stomped SANITARY SEWER. 22. The minimum slope for sewer acceptance is. Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. STORM SEWER SYSTEMS 1. SCOPE OF WORK The work under this section includes all storm sewers, storm water inlets, and related items, including excavating and backfilling, necessary to complete the work shown on the drawings. 2. MATERIALS A. Storm Sewers 1. Reinforced concrete sewer pipe shall confirm to ASTM C -76 latest revision, with joints conforming to ASTM C -443 latest revision. When storm pipe is submerged B. Manholes 1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C -478 latest revision. 2. Casting shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion or other defects. They shall be smooth and well cleaned by shot - blasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting ASTM A -48 latest revision. 3. Joints - Manhole sections shall be jointed with rubber type gaskets. The rubber type gaskets shall meet ASTM C -443 latest revision. When manhole and storm pipe are continuously in water. C. SUBDRAINS 1. Perforated plastic pipe subdrains shall conform to ASTM F -405. 3. APPLICATION A. Permits and Codes - The intent of this section of the specifications is that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards - the term "Local Standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements - Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. D. Workmanship - To conform to all local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching - Lay all pipe in open trenches, except when the local authority gives written permission for tunneling. Open the trench sufficient ahead of pipelaying to reveal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. F. Special Supports - Whenever in the opinion of the Engineer the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may direct, and the contract will be adjusted. G. Backfilling - Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for structure backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3 -inch below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding, haunching and initial backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for structure backfill meeting the material requirements of the indot and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger than 4- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. H. Manhole Inverts - Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. I. Subdrains - All subdrains shall be of the size shown on the plans and shall be constructed to the grades shown. All drains constructed off -site as part of the outlet drain will be located as shown. J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. STREETS 1. SCOPE OF WORK The work required under this section includes all concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All streets, parking areas in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps 2. MATERIALS A. Concrete - Concrete shall be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gollons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1 -1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C -33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials - All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: SIEVE SIZE % PASSING 1 -1/2" 100 1" 80 -100 3/4" 70-90 1/2" 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99. Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curt,. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. I. Bituminous Pavement - Hot asphalt concrete pavement shall be as specified in Section 403 and must comply with Section 401.05 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F. and falling. J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED Pipe Diameter In. Minimum Time, min: s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min: s 0 1 0 111111111111111 . 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:46 597 0.380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 398 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 9:26 239 2.374 L 9:26 9:26 9:26 9:53 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 19:56 22:47 25:38 15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 1 26:42 31:09 35:36 40:04 18 17:00 133 7.692 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 19:50 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 99 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 21.366 L 35:37 53:25 71:13 89:02 106:50 124:38 142:26 160:15 33 31:10 72 25.852 L 43:05 64:38 86:10 107:43 129:16 150:43 172:21 193:53 36 34:00 66 30.768 L 51:17 76:55 102:34 128:12 __ 153:50 179:29 205:07 230:46 \\ \\ \ \�\ \ \ \ \ 11111 l I I I I I I ! 1 ! 1 / / I / / /" SON T g %1i'% Q� - G R-..., I IZS P .. \STE F f - O f N o. 10000075 �0 . STATE OF � . ��S el AND I AN P..... %�SS.�NAL `` // / / u 111 r iI 1111111111 \\\ 3/44ve44 I - O? L-,,, DATE: 1/02/07 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. (2007)I 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 �>, C_.') 1 /02/07 Z -J 0 1 0 111111111111111 . V in � 2 .S LU Imm IL Z mi 0 C4 Q d 0 c Im o. IL LLM IL 44 I Im .® C-F-I z = .Z C) ... cn w G' W -<0" \\ \\ \ \�\ \ \ \ \ 11111 l I I I I I I ! 1 ! 1 / / I / / /" SON T g %1i'% Q� - G R-..., I IZS P .. \STE F f - O f N o. 10000075 �0 . STATE OF � . ��S el AND I AN P..... %�SS.�NAL `` // / / u 111 r iI 1111111111 \\\ 3/44ve44 I - O? L-,,, DATE: 1/02/07 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. (2007)I 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 �>, C_.') 1 /02/07 1. -J CIO �� i . . I.. . SPECIFICATIONS rT--i U � SHEET NO.: .S -; _) �,.� Q) 1 W F-i � � 1 Q d M � w C � 1� Z C-F-I g:-:) W O W -<0" = = = Q) U M U tw Ct ii� r--i - 4 r O DATE: PROJECT NO.: 1 /02/07 1238.063 DRAWN BY: CHECKED BY: BET . . I.. SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \063 \DWGS \C901.DWG , SHEET NO.: (Cs)(an City of Carmel Right of Way Paving Policy November 2, 2005 1) General A) The work subject to the requirements of 11111111111 this policy shall include the production, U hauling /delivery, spreading, finishing, CARMEL SPECIFICATIONS compaction and her work necessary to ix prepare foundations, install aggregate bases (C9(0)2 and install one or more courses of base, W intermediate, or surface hot mix asphalt Z mixtures within existing or proposed right -of -way for roadways, auxiliary lanes and asphalt multi -use paths. B) This policy shall be the basis for acceptance C of the work by the City. Failure to adhere m to the requirements of this policy may LLM result in non- acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the Z work completed shall conform to the 2006 F� Standard Specifications of the Indiana OU Department of Transportation (hereinafter referred to as Standard Specifications), � � except where deviations are allowed herein, � � or variances are granted. D) Where the minimum standards of any other � governmental agency having concurrent tw Z jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on Q, the approved construction documents exceeds the minimum standards of this r____4 policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as to relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations 1. After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. 2.Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications iii) Embankments 1. Embankments shall be constructed in accordance with Section 203 of the Standard Specifications 2. All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. 3. Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. 4.Prior to the construction of any embankment the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. 5. Embankments shall be shaped to be well drained and shall be protect to prevent erosion. 6. Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) C) Soil Subgrades i) Subgrades shall be prepared only after the installation of all utilities and subsurface drains indication on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be accordance with the City of Carmel Trench Backfilling Specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections, 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt paving operation are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of Aggregate Base. D. Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. ii) Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to and on the work site in a manner that minimized segregation of moisture loss. v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. hall be subject to ii) The subgrade s � j additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thickness equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. 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 4 f Standard Section 09 h o the Sta da d Specifications. v) Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the some paving season. vi) Widen ;ng operations shall comply with the following: 1. The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section 2. The existing pavement adjacent to the widening area shall be sawcut to a clean edge. 3. The subgrade in the widened area shall be compacted in accordance with this policy. 4. Widening mixtures shall comply with the pavement section indicated on the approved construction documents. 5. Compaction of the widening shall 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 shall 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. n ii) Rollers shall of cause u ndue 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. I) 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. City of Carmel Concrete Curb Policy January 13, 2006 1) General A) The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right -cf -way shall be determined at the pre- construction meeting. M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3) Aggregate Bases A) General i) Thi s wor k shall consist o f placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the En ineer additional roof 9 I P 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 the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. Ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be 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. A) General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling /delivery, placing, installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the some paving season. 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 f h Standard Section 5 02. 11 o to with Sect accordance 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 n 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 integral curb and sidewalks shall be located at the some 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 bockfilled in accordance with Section 605.04(g) 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. \\\�\\\\\ \o\011111 I fill//////,/, �QON�� T. 8'' %.,,,�� `��PG�STERF ��` %, No. .*. := = : 10000075 = . § � � STATE OF C �\ '.fie ' / NDIA0- .- -�•��' SSA . . - \`\�� %,, /0NAL 1\ . 11111111111 3/t4w� I L.. - DATE: 1/02/07 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'( 7 : Z . =_r- _- _ } +1 -4 - w_1 {- , Schnei*der THE SCHNEIDER CORPORP,TION 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 1 /02/07 Q ! 0 11111111111 Z U SHEET TITLE: CARMEL SPECIFICATIONS DRAWING FILES: ix Ul (C9(0)2 IL W -}-) Z mmi® 4 F -� � 0 C WO m IL LLM as z z = 0 Z V) w a' F� w OU \\\�\\\\\ \o\011111 I fill//////,/, �QON�� T. 8'' %.,,,�� `��PG�STERF ��` %, No. .*. := = : 10000075 = . § � � STATE OF C �\ '.fie ' / NDIA0- .- -�•��' SSA . . - \`\�� %,, /0NAL 1\ . 11111111111 3/t4w� I L.. - DATE: 1/02/07 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'( 7 : Z . =_r- _- _ } +1 -4 - w_1 {- , Schnei*der THE SCHNEIDER CORPORP,TION 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.: . 1 /02/07 1238.063 . DRAWN BY: >, C_.'� BET H_- SHEET TITLE: CARMEL SPECIFICATIONS DRAWING FILES: r-i F-) (C9(0)2 -}-) I._� F -� � 04 � -:4 m Q W Q z a � T 0 F� w OU w � � = � � Q) 1 U � U tw Z �-4 W r-----q Q, r____4 O DATE: PROJECT NO.: . 1 /02/07 1238.063 . DRAWN BY: CHECKED BY: BET SHEET TITLE: CARMEL SPECIFICATIONS DRAWING FILES: N: \1238 \063 \DWGS \C902.DWG SHEET NO.: (C9(0)2