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06040004 Civil Construction Plans Approval Pending NFC dated 4/4/2006 no DOCS stamp
AFEA AP NOT TO SCALE EXISTING Village of WestClay E VILLAGE CENTER PART II, 3001 - N N �^ 1 ._J r :- 4,__ . F E�E�ti ,#£A ; (` tit '� €,ti f C101 f ✓r GRADING, DRAINAGE &UTILITY PLAN C103 STORMWATER POLLUTION PREVENTION PLAN C801 I if 7 SPECIFICATIONS Transportation Engineering NOT F TION IF .F 0, w r j r i `ti L r I D311 r I L'� li ! `r- [ q. (ISTING ;.; Village of, WestClay / /11�/, ' ' MEETING \'ROUSE / r � x , / '�k .. FUTURE Village of WestClay KHARA SPA BLOCK F _ I E-XIS N - -- V�Ilage-of tCtgy C M ER_CCA - APA EN P I JfLDTl G� z 1c, I r: PROPOSED \ Village of WestClay PLATINUM BUILDING EXISTING --" Village of WestClay COMMERCIAL— APARTMENT BUILDING #2 Village o JACKSON LAW OFFICE 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. RHETTSBURY STREET vS 0 T E Mu Q P SCALE: 1 " =60' Dr .::t tr...� '\ it .,f• -\, ec.- P)I ` t ; i i 1 f t t i Err it \ f f`� l 5 Yom_ ""I I' °[tail Br SI . f t f -i CV "r INDEX SHEET No. (` tit '� €,ti f C101 CD ✓r GRADING, DRAINAGE &UTILITY PLAN C103 STORMWATER POLLUTION PREVENTION PLAN C801 ,... __ = }'• 7 SPECIFICATIONS Transportation Engineering NOT F TION IF .F 0, w �� �� l l l l l l l l l I �►► � � � ����� �� CERTIFIED BY: BRANDON T. BURKE 'ra 1 �l f / 1161(0."1*1 (a OF j fE CHECKED BY: DATE CHECKED: © 2006, The Schneider Corporation 6 JOB N o. 1238.045 / W' — w — Lt RHETTSBURY STREET vS 0 T E Mu Q P SCALE: 1 " =60' Dr .::t tr...� '\ it .,f• -\, ec.- P)I ` t ; i i 1 f t t i Err it \ f f`� l 5 Yom_ ""I I' °[tail Br SI . f t f -i CV "r a INDEX SHEET No. (` tit '� €,ti f C101 SITE PLAN ✓r GRADING, DRAINAGE &UTILITY PLAN C103 STORMWATER POLLUTION PREVENTION PLAN C801 ,... __ = }'• 7 SPECIFICATIONS Transportation Engineering NOT F TION IF .F 0, w �� �� l l l l l l l l l I �►► � � � ����� �� CERTIFIED BY: BRANDON T. BURKE 'ra 1 �l f / 1161(0."1*1 (a OF j fE CHECKED BY: DATE CHECKED: © 2006, The Schneider Corporation 6 JOB N o. 1238.045 / a rr @ J- �• "4 t` 4 F i i_: a ,% ` F \\ ``.. J 1 +_,.% f , `4` - s , `` - � i . ( t `�1, )r' / ��l~ .�. � ��� � "'�4 � �'''- `•_...".•13 � � Vr iii B it •, el Cr-A irk" // Q_- 1b. ,rl. N r F i 4 'ti �,i `�+ � �_/ •-..1� ��.. j" �' �r , f 9�c ,sue F '-N SO LS Mv AP r'•-f ,/f `\, '\ 1 � `` i �^.. ,rt i �� i �`� �"'r fl ii � - -�''r^ _v� :� E NOT TO SCALE EXISTING Village of WestClay E VILLAGE CENTER PART II, 3001 — BLOCK "EN 1 EXISTING —- rVillage of WestClay I H�LEN WELLS BUILDING EXISTING Village of WestClay STERKX BUILDING (Under Construction) SEC. 28 -T18N- R3E PLATI U =UILQi G SECTIO 300 LOO CK "F� -IrL C 0 N S T."7..UCTH01q P W_ S a HL_Irom C -00 UNT�( CAR EL, THE PLATIi� U P.O. BOX 3038 CARIVREL, INDIANA 46082 PH: 13171 432 -1484 COMTACT. IAN MARK D. BALDIU11rMn BALWI1U**'1U1 BROTHERS, IMC 11650 LANTERN ROAD, SUITE 129 FISHERS, INDIANA 46038 MARK @THEBALDWIWBROTHERS.COM PH: [3171 590 -7546 FAX: 13171 867 -5388 �C A GF�JUP. LL INDEX SHEET No. (` tit '� €,ti �'• •'' r � C101 SITE PLAN ✓r GRADING, DRAINAGE &UTILITY PLAN C103 STORMWATER POLLUTION PREVENTION PLAN C801 ,... __ = }'• t�'' `� 1 LP`s' SPECIFICATIONS Transportation Engineering NOT F TION IF .F 0, w �� �� l l l l l l l l l I �►► � � � ����� �� CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com DATE: 4/04/06 SHEET i f / 1161(0."1*1 (a OF CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CHECKED BY: DATE CHECKED: © 2006, The Schneider Corporation 6 JOB N o. 1238.045 / rr @ J- �• "4 t` 4 F i i_: a ,% ` F \\ ``.. J 1 +_,.% f , `4` - s , `` - � i . ( t `�1, )r' / ��l~ .�. � ��� � "'�4 � �'''- `•_...".•13 � � Vr iii B it •, el Cr-A irk" // Q_- 1b. ,rl. N r F i 4 'ti �,i `�+ � �_/ •-..1� ��.. j" �' �r , f 9�c ,sue F '-N SO LS Mv AP r'•-f ,/f `\, '\ 1 � `` i �^.. ,rt i �� i �`� �"'r fl ii � - -�''r^ _v� :� E NOT TO SCALE EXISTING Village of WestClay E VILLAGE CENTER PART II, 3001 — BLOCK "EN 1 EXISTING —- rVillage of WestClay I H�LEN WELLS BUILDING EXISTING Village of WestClay STERKX BUILDING (Under Construction) SEC. 28 -T18N- R3E PLATI U =UILQi G SECTIO 300 LOO CK "F� -IrL C 0 N S T."7..UCTH01q P W_ S a HL_Irom C -00 UNT�( CAR EL, THE PLATIi� U P.O. BOX 3038 CARIVREL, INDIANA 46082 PH: 13171 432 -1484 COMTACT. IAN MARK D. BALDIU11rMn BALWI1U**'1U1 BROTHERS, IMC 11650 LANTERN ROAD, SUITE 129 FISHERS, INDIANA 46038 MARK @THEBALDWIWBROTHERS.COM PH: [3171 590 -7546 FAX: 13171 867 -5388 �C A GF�JUP. LL S Heider py 000y I ---= 2%U'--UCn" T ECT10 RATIO ARCn"nITECTS, I 107 SOUTH PENNSYLVANIA ST. SUITE 100 INDIANAPOLIS, INDIANA 46204 PH: 13171 633 -4040 FAX: (3171 633 -4153 12821 E. New Market Street Architecture INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 SITE PLAN C102 GRADING, DRAINAGE &UTILITY PLAN C103 STORMWATER POLLUTION PREVENTION PLAN C801 GENERAL DETAILS C901 SPECIFICATIONS S Heider py 000y I ---= 2%U'--UCn" T ECT10 RATIO ARCn"nITECTS, I 107 SOUTH PENNSYLVANIA ST. SUITE 100 INDIANAPOLIS, INDIANA 46204 PH: 13171 633 -4040 FAX: (3171 633 -4153 12821 E. New Market Street Architecture DOCKET NO. 00000000 TAC Suite 301 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS REVISIONS: www.schneidercorp.com Home Builder Services DATE: BY: DESCRIPTION: Interior Design \\\\N,\ iZ��� /i Land Surveying Landscape Architecture APP �� NP W G Transportation Engineering NOT F TION IF .F 0, w �� �� l l l l l l l l l I �►► � � � ����� �� CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com DATE: 4/04/06 SHEET THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER 1161(0."1*1 (a OF CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CHECKED BY: DATE CHECKED: © 2006, The Schneider Corporation 6 JOB N o. 1238.045 / FILE NAME: N:\1238\045\DWGS\PLATINUM\ClOO.DWG LAND DESCRIPTION PLATINUM BUILDING i 1 North, Range 3 East Clay Township, County, described Apart of the Southwest Quarter of Section 28, Township 8 t , age y p, y, , as follows: \ % E� STING LLAGE OF 3'001—A " " h Villa e f W Cla The Villa e Center Part 2 Section 3001 —A as -WE TCLAY S CTION Commencing at the Southeast corner of Block F in the g o West y, g , / recorded in Plat Cabinet 2, Slide 363 in the Office of the Recorder in Hamilton County, Indiana; thence South 89 degrees 51 THE'/ � � CENTE PART 2/, / r I f / minutes 51 seconds West along said south line a distance of 93.62 feet to a point being on a curve to the right having a radius o f which bears North 00 degrees 08 minutes 09 seconds West; thence wester) along the south line of \ 440.00 feet the radius point o , P 9 y g said Block F and along said curve an arc distance of 150.33 feet to a point which bears South 19 degrees 26 minutes 22 seconds West from said radius point to the Point of Beginning; a oint being on a curve to the right having a radius of 440.00 feet the P p 9 g g �, �, radius point of which bears North 19 degrees 26 minutes 22 seconds East; thence westerly along the south line of said Block F p g ASSUMED NORTH and along said curve an arc distance of 33.98 feet to a point which bears South 23 degrees 51 minutes 51 seconds West from said „ SCALE: 1 =10 „ radius point; thence continuing along the south line of said Block F North 66 degrees 08 minutes 09 seconds West a distance of / C n South 66 degrees 08 minutes 09 37.95 feet; thence North 23 degrees 51 minutes 51 seconds East a distance of 67.50 feet; thence Sou g / FUTURE seconds East a distance of 66.78 feet, thence South 19 deg ree min 22 seconds West a distance of 66.39 feet to the Point s 26 minutes / / of Beginning, containing 0.107 acres more or less. ASPHALT ,---, o � � � � / l PARKING LOT ............................... { !f'f;\ . . . 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. \.. r;r ,....... \ / / �� \ �l • ' 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE 0`9 �., -q, ....,r...,. • . , t r . TO BACK OF CURB fj)f(f - !\ l \ \`• _,. f( +rya= Jf l' f f . . y' . , �. . -. . rlr . fY.�_. -.- �q�._ S6' -- `,- `^ °` °z_ ,,J` ,';'' '... - ;;;s'`_ _ 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO \ / / �6 r 6 VERIFY ALL EXISTING UTILITIES AND CONDITIONS ,f ,r' 2 Chairback Curb and Gutter ,?. _ .;' .. ;. f . C801 PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE r' CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF \ / C/ / �Q ' ^^``' ~''- - ;,' -T ,'� B Asphalt Pavement THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR \ / 2 O ```` _ �- _ - . . If / C801 EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR _.., . r 6 ° ° ` - - -` - - i SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ........:�„�—'- - -�— — —_ ..nary... , ... .. ,,, \ O 9 0 ` -;`` -` OMISSIONS OR ERRORS FOUND ON THESE \ / 0' - 1 -_ - -.ow. f c Ed e of Pavement ANY CHANGES, \ - - -- 0 9 \ c0• / / / _ - (,,r PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR / ' �` �.... RESUMED. HOLEY MOLEY SAYS "DON'T DIG BLINDIn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. E *1% o N � / S 0 / 6 / 0 � / E / O 1<1 G 28 j 70' 0 • * �V 4, ,. �, T 6�t __, "R . - '-fl, -Fj . 0/ 4 019A � -z��.-_ 64: � I PLATINUM BUILDING 2 STORY BUILDING 1ST. FLOOR = 2,000 SQ. FT. OFFICE 2ND. FLOOR = 2,000 SQ. FT. OFFICE PARCEL- 4,669 S.F. /' ORC, D T - 0 .0 :t rRFe qN 0) 37 � r _ J EXISTING VILLAGE OF WESTCLAY JACKSON LAW OFFICE I L_. .-j 0) Cz POINT OF - GINNING gE 4 -� f ! y 1 44000-__, _ -i_ =10 / p - Y = # OL m X0.33' EX. TREE (TYP) CD m U Concrete Walk cso� (D Landscaping —Grass (D 2' Chairback Curb w /out Gutter e (D C601 Handicap Ramp K�2� C801 �— Traffic Flow Arrow Existing Street Trees x� Existing Street Light Existing Pavement SE Sanitary Easement SOUTHEAST CORNER OF BLOCK "F" IN THE VILLAGE OF W S CLAY, THE VILLAGE CENTER, PART 2, SECTION 3001 —A S89 °51'51 "W 93.92' 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. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. 0000000 TAC No. 10000075 STATE OF %sS/0NAL DATE: 4/04/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 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 2E 4/04/06 1238. ? ?? ,O t� — H 2E v o� SITE PLAN DRAWING FILES: N: \1238 \045 \DWGS \PLATINUM \C101.DWG LU XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001 ABS.DWG, 3004BS.DWG toa. XREF: PLATINUM- BS.DWG SHEET NO.: ..1 O �V o� OW OC O IL u. z O 0 2Ez w No. 10000075 STATE OF %sS/0NAL DATE: 4/04/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 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.: 4/04/06 1238. ? ?? DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \045 \DWGS \PLATINUM \C101.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001 ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG, 045- BS.DWG XREF: PLATINUM- BS.DWG SHEET NO.: (Cn(an o� pq C23 z � z T o Z U � U rr--� ct �' w H DATE: PROJECT NO.: 4/04/06 1238. ? ?? DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \045 \DWGS \PLATINUM \C101.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001 ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG, 045- BS.DWG XREF: PLATINUM- BS.DWG SHEET NO.: (Cn(an I� F EX / WESTC / THE �I t FUTURE ASPHALT PARKING LOT "j i C �B 14C COP'o }1 �I 1 TIC' V � � _ I.. T _ T Ly, EX. i ASSUMED NORTH SCALE: 1 " =10 ' HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. NO l a N I 1: 3 l'Z i -1 RPM l_ NO M 1 V 1 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY, 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 10. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. — °E� ---- Existing Storm Sewer -- New Storm Sewer 4/04/06 Existing Sanitary Sewer $_ CHECKED BY: New Sanitary Sewer - 000 - — Existing Contour x DESC Existing Elevation XREF: 012- BS.DWG, 020- BS.DWG w/ description 000.00 New Pavement Grade 000.00 All Other Finish Grades ova Storm Structure Number 00o Sanitary Structure Number C.O. Clean Out SE Sanitary Easement O Flow Arrow X 6" Subsurface Drain I[ 000.00 LL a� 44 Swale (1f) E Burried Electric T Burried Telephone Ci Burried Gas Line Existing Pavement ..................... ............................... � ................................ ... b�0 pON T ..STER No. 10000075 STATE OF DATE: 4/04/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 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.: 4/04/06 2E DRAWN BY: CHECKED BY: NO (MU - 2V SITE PLAN DRAWING FILES: N:\1238\045\DWGS\PLATINUM\ClO2.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG LU XREF: 043- BS.DWG, 045- BS.DWG CL SHEET NO.: Cn(02 -� O O O OC X O a LL a� 44 � z O vi z (D V) W pON T ..STER No. 10000075 STATE OF DATE: 4/04/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 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.: 4/04/06 1238. ? ?? DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N:\1238\045\DWGS\PLATINUM\ClO2.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG, 045- BS.DWG XREF: PLATINUM- BS.DWG SHEET NO.: Cn(02 O z � z U � U b�0 Cz �' w H DATE: PROJECT NO.: 4/04/06 1238. ? ?? DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N:\1238\045\DWGS\PLATINUM\ClO2.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG, 045- BS.DWG XREF: PLATINUM- BS.DWG SHEET NO.: Cn(02 XI TING VI / OF WESTC TION 3001-A ` f \_- � -LLAGE RENTER ART / CK F F U T U RE,- 1+�~ / / \ Y^ Y� 1 f \ \ / ASPHALT PARKING LO T 0 AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). ON co% �C -f- o Ek � TRF� F� TR�F CURB INLET PROTECTION `^ FREE EX. TPEE' (TYP) CD m O 1'.^ u I ._.... ... i 0) " _f - A ASSUMED NORTH SCALE: 1 " =10 ' INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. aoo PROPERTY LINE/ DRAINAGE SWALE c SILT FENCE FINISHED DRAINAGE -°- EXISTING DRAINAGE TREE CONSERVATION GRAVEL ENTRANCE/ EXIT PAD DROP INLET b—b PROTECTION J SOIL SALVAGE AND � UTILIZATION PS PERMANENT SEEDING CURB INLET e-a PROTECTION EROSION CONTROL BY BUILDERS A. Temporary seeded areas established by the developer will be maintained by the builder and his sub — contractors. Silt fences previously installed will be maintained. B. A construction drive to the building —site from the existing drive shall be installed of Number 2 Stone, 6" thick and a minimum of 12' wide. This shall be utilized for access to the building and any mud or dirt tracked into the drive shall be promptly removed to a stable area (water shall not be used to flush silt or mud into the storm sewer). C. Prior to construction, silt fence is to be installed along the back of curb at the front of the property and along the streets or at the edge of the rear drainage easement at the rear of the property. The silt fence is to be installed prior to construction and maintained until permanent vegetation (grass) is established. D. When time is appropriate, and as soon as possible, roof down spout extenders of non — perforated drain tile should be extended to the street or other solid outlet until a lawn is established. E. Establish permanent ground cover and remove silt fence. RECEIVING WATER= ELLIOT CREEK CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT CO. 12821 E. NEW MARKET ST., STE 200 CARMEL, INDIANA 46032 (317) 574 -3400 \\�� ����� t u u u w t► t t t t U i iii /i ��\\�,,opN T. �Q5�P��G�STERF No. _10000075 -�O_ . STATE OF //p 1111111111111 X DATE: 4/04/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 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 2E 4/04/06 1238. ? ?? NO OP CHECKED BY: 2E 0 o� SITE PLAN DRAWING FILES: rz� LU 1.4 a XREF: 043- BS.DWG, 045- BS.DWG XREF: PLATINUM- BS.DWG SHEET NO.: O Qv o� O OC OC O IL u. IL C4 z O z CD O Cn Uj w z w \\�� ����� t u u u w t► t t t t U i iii /i ��\\�,,opN T. �Q5�P��G�STERF No. _10000075 -�O_ . STATE OF //p 1111111111111 X DATE: 4/04/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 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: C2) 4/04/06 1238. ? ?? DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE PLAN DRAWING FILES: rz� XREF: 012- BS.DWG, 020- BS.DWG 1.4 XREF: 3001ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG, 045- BS.DWG XREF: PLATINUM- BS.DWG SHEET NO.: o� z �z O w z w VJ W U a U ZD III0 r---i ct �' w __1 L DATE: PROJECT NO.: 4/04/06 1238. ? ?? DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \045 \DWGS \PLATINUM \C103.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG, 045- BS.DWG XREF: PLATINUM- BS.DWG SHEET NO.: 12" MIN. NO. 8 CRUSHED STONE (TYP.) SPRING LINE OF PIPE O.D. OF PIPE FOUNDATION 621 MIN. �-1 (REQUIRED IN UNSTABLE SOIL) 12" 2, (MIN.) (MIN.) SANITARY TRENCH Bc PIPE EMBEDMENT DETAILr8-"� X80, NORMAL GRADE - 1 /4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. z Q ti WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL z TO PASS AIR PRESSURE BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO TEST REQUIRED FOR EXCEED 1:12 NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD UNLESS OTHERWISE 45' MA PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF O- w LL APPROX. 90' JURISDICTIONAL AUTHORITY IF MORE STRINGENT. alt, Ali, Oli, cell, ill, li,ali, w of � d- M Q 5' -0" BETWEEN soil L w ° Q a. PLACEMENT < \ z 0 z LUU � BEDDING _I 12" MIN. NO. 8 CRUSHED STONE (TYP.) SPRING LINE OF PIPE O.D. OF PIPE FOUNDATION 621 MIN. �-1 (REQUIRED IN UNSTABLE SOIL) 12" 2, (MIN.) (MIN.) SANITARY TRENCH Bc PIPE EMBEDMENT DETAILr8-"� X80, NORMAL GRADE - 1 /4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. z Q ti PLUG SHALL BE ABLE z TO PASS AIR PRESSURE o w TEST REQUIRED FOR EXCEED 1:12 SEWER MAIN. V o :2a USE 6" SEWER PIPE MIN UNLESS OTHERWISE 45' MA SPECIFIED O- w LL APPROX. 90' Z APPF ISOMETRIC PLAN 1AIN EWER LONG RADIUS SECTION A -A DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER r9-'N� FINISH GRADE CLEANOUT PLUG J P1114 111•\IX 1 JL.. V L. I\ Lr11Ll \r\L TYPI CAL CLEAN OU T DETAIL VG LINE PIPE CONNECT TO EXISTING SERVICE OR PLUG FOR FUTURE SERVICE. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. 10 C801 3" OF TOPSOIL 6" BACKFILL 24" 6" 18" 4' -0" MIN. (SEE PLAN) 1 R�/ TOP SOIL MIN 3" IDEW4LK.;t =':='; =; - / V3 4" I I I I o W z Q ti z z z o w ,o EXCEED 1:12 o V o :2a D-j Lj W V W O- w LL tf LZ Z w 0 w of � d- M Q 5' -0" BETWEEN Q Q a. o < TRANSVERSE JOINTS z 0 l � w U)• N o _ PREPARED SUBGRADE R/W LINE \ I_ 48' -0" BETWEEN EXPANSION JOINTS (MAX.) 4: ' • . a ::: 4 TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO d • •f. ..1 '•� •• . THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6 IN DEPTH. , .:.•�•:-;: ':.:d- ::�:.- '.:�• '• .�:::., .���.�•.•.�••.�:.;�:��� :,.�� �: `: • :=a.� = -; :.• .��::�-�.: ,.. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE 24" WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4- OF THE WALK THICKNESS. NOT TO SCALE COMPACTED SUBGRADE SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. 2 CONCRETE CHAIRBACK- SIDEWALK DETAIL 1 6 C801 CURB AND GUTTER_ c801 6" 24" 6" 18» 3" OF TOPSOIL M If M7 l III EARTH I II I I� �.I I BACKFILL M - IIIit - :•.. •. ••�• '.•' ;' - •,'�•. •'.•' � .•.: :'.• ••,.•. I I-I I I III =1 I = . •' • •:.�P• • :'...:• .: ..: • . p• . :. ••:. • .: •.: o •,:' . #53 COMPACTED 0 0 •0 STONE BASE 0.0 °0.0 °0.0 °0.0 °O0 °0.0 °0 •0 °0.0 °0.0 °0.0 0.0 .0 00 ° ° ° ° 0 000 0 0 000 0 000 0 0 00 0 0 00 0 0 . 0° 0. 0° 0. 0 ° 0. 0° 0. 0° 0. 0 0 0. 0 0. 0 00 . 000 .000 . 0 0. 0 0 0 0 0 0 » 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.024 p O.0 0.0 0•o O 0 0. 0 00 . 0 00 0 0 0 0 0 0 o O. 0Do . 0 0 0• 000. 000 .0° 0• 0° 0• C o 0 0 0 0. 0 0 0. 000 - 0 0 0 00 . 0° o. 000 - 0° o.000 - 0° 0. 0° 0. 0° 0. 0° 0. 0° 0. 000. 000 . 0 0 0 0 0 0 0o- coo 00*0.0 . 00. ° 2' CONCRETE CHAIRBACK CURB (WITHOUT GUTTER)csol CLAY TOWNSHIP REGIONAL WASTE DISTRICT 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onside for the duration of the air test 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled 'inspection, or fags to cancel Inspection, on additional fee of 5100.00 will be due. This must be paid prior to the time of the follow up Inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that upon connection to a public sewer, a septic tank ' ?shall be abandoned and filed with earthen material In a safe and sanitary manner.' Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE SDR 21, ASTM D-241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding: Use Number 8 crushed stone or Number 8 fractured foes aggregate FIN material Is to be placed from 6 Inches below to 6 inches above the pipe The trench should be a minimum of 18 Inches wide 8. Laterals shall be Installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions In item 13 above are met No glued Ripe shall be Installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of B- 00o.m. to 4:30 p.m. Monday through Friday. All District standards can be located on our web site at Ih /www.ctrwd.W Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out Into the sanitary sewer system. 13. The District shall inX&d ALL laterals. Please call the District office at 844 -9200 24 hours prior to time of Inspection. 14. Contractors shall lay 14 gm i -solid wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District Inspector will verify placement of the wire. After Inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 - 382 - 5544, 48 hours prior to digging. L.aterol- rev.01- 13 -06cf 6'- 0" X =WIDTH OF SIDEWALK X IF X< 48" THEN SLOPE OF FLARED SIDE SHALL NOT M PLAN VIEW SEALED 0 EXPANSION JOINT 1 1/2"R MAX. 1:12 SLOPE PAVEMENT _ III, ,III, CONCRETE CURB SECTION A- A WHEELCHAIR RAMP DETAIL K�2 lt.J 50' TOP OF CURB 7/7 W 1A TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (10' MAX. SPACING) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. CURB JOINT DETAIL K-4 csol O- 0, o- 0 0 o- 0, 0 0 0 0- 0 0 O- 0 , o- 0 0 O- 0, O 00 0 0 00 0 0 00 0 0 00 o p 00 0000000 o p 00 o p 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 ° ( t 0 0 ° 0 0 ° 00 ° 0 0 0 ° 0 0 0 ° 0 00 ° 0 00 ° L 1 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 [� PROJECT NO.: 4/04/06 z DRAWN BY: CHECKED BY: ,o EXCEED 1:12 SHEET TITLE: V r� DRAWING FILES: N: \ 1238 \045 \DWGS \PLATINUM \C801.DWG SHEET NO.: ju A. J 0 O M 0W Q W0 Q a. u. n- - 0 z 0 'O.. w U)• Q Cid W LLJ ..: : • r-i C.� :Q: Lyj X': A,, 1:10 A 1:10 M PLAN VIEW SEALED 0 EXPANSION JOINT 1 1/2"R MAX. 1:12 SLOPE PAVEMENT _ III, ,III, CONCRETE CURB SECTION A- A WHEELCHAIR RAMP DETAIL K�2 lt.J 50' TOP OF CURB 7/7 W 1A TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (10' MAX. SPACING) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. CURB JOINT DETAIL K-4 csol O- 0, o- 0 0 o- 0, 0 0 0 0- 0 0 O- 0 , o- 0 0 O- 0, O 00 0 0 00 0 0 00 0 0 00 o p 00 0000000 o p 00 o p 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 ° ( t 0 0 ° 0 0 ° 00 ° 0 0 0 ° 0 0 0 ° 0 00 ° 0 00 ° L 1 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 [� Ill ►, , G\STER -O ;f� N o. 10000075 10 STATE OF DATE: 4/04/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 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.: 4/04/06 z DRAWN BY: CHECKED BY: ,o SHEET TITLE: V r� DRAWING FILES: N: \ 1238 \045 \DWGS \PLATINUM \C801.DWG SHEET NO.: ju A. J 0 O 0W Q W0 Q a. u. 0 z 0 w w Ill ►, , G\STER -O ;f� N o. 10000075 10 STATE OF DATE: 4/04/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 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.: 4/04/06 1238. ? 9? DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL r� DRAWING FILES: N: \ 1238 \045 \DWGS \PLATINUM \C801.DWG SHEET NO.: (C (OU� (an I -� O Q C 2) Q Z w Cid W • r-i DATE: PROJECT NO.: 4/04/06 1238. ? 9? DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \ 1238 \045 \DWGS \PLATINUM \C801.DWG SHEET NO.: (C (OU� (an 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 n x .04 shall of a teed feet p lus or minus above 0 e the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All building pad areas (engineered fill areas) shall be compacted to standards specified by local and /or state building codes. All fill areas (pad or engineered) shall be compacted to at least 95 percent of the maximum dry density (ASTM D- 1557). fill should exhibit a maximum dry density of at least 105 pcf, and have a liquid limit less than 50 and plasticity index of less than 25. sandy fill must have less than 15% fines passing a #200 sieve. 2. For compaction requirements of paved areas, see street specifications. 8. Earth Work Balance The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. Minor adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer in determining earthwork quantities shall be ac- complished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings as the physical limits of the various soil types, also the allowable variation in finish grade and compaction permitted the contractor, and that all of these parameters may cause either an excess or shortage of actual earthwork materials to shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbalance of earth. complete the project. If such an actual minor excess or TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY, 2002 1. Standard specifications 327 IAC 3 shall apply for all work and materials. Inspection service shall be provided by Clay Regional Waste District. The following specifications and construction plan details denote requirements for materials and installation methods per 327 IAC 3. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 124546. 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 elostomeric 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 elostomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. 4. All sanitary manholes shall be 'precast concrete' manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers 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. wth 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. Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimney's including all riser rings shall be sealed using Infi - Shield " Uniband" or approved equal. Prior to placement, the top 4-inch es o f the manhole cone and casting frame s ha ll be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineer's representative, should a discrepancy 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 oil cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such 'as built" prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final 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 also be performed using a mandrel that is 95% of the diameter of the inside of the pipe, and that the mandrel be pulled by hand. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe Bedd in g for rigid p i pe shall be No. 8 crushed stone from 6-inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 3271AC 3 -6 -9. Sec. 9. (a) Sanitary sewers shall not be located within ten (10) feet of any existing or proposed water mains, when measured horizontally from the outside edge of the sanitary sewer to the outside edge of any existing and proposed water mains, unless the sanitary sewers and water main comply with the following: (1) The sanitary sewer and water main must cross with the sanitary sewer and water main separated by a minimum of eighteen (18) inches measured vertically from the outside edge of the sanitary sewer to the outside edge of the water main. (2) The crossing specified in subdivision (1) must be at a minimum angle of forty -five (45) degrees measured from the center lines of the sanitary sewer and water main. (3) The conditions specified in subdivisions (1) and (2) must be maintained for a minimum distance of ten (10) feet from either side of the sanitary sewer as measured from the outside edge of the sanitary sewer to the outside edge of the water main. (b) A shorter separation distance than that specified in subsection (a) is allowed if the following is conducted within the separation distances specified in subsection (a): (1) The sanitary sewers meet all water main pressure testing requirements as described in 327 IAC 8- 3.2- 17(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 Chlorid (PVC) Pressure -Rated Pipe, and having a SDR (standard dimension ration) of 21. (3)The sanitary sewers and water mains are no in contact. (4)Any sanitary sewer joints 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 laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 -IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing done on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A or equal and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance is. Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from thew to the terminus. The contractor for h building r home will ye o tebud go o e extend the wire from this terminus to the building cleonout 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 b ase d 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 e and of semi - circular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. I. Subdrains - All subdrains shall be of the size shown on the plans and shall be constructed to the grades shown. All drains constructed off -site as part of the outlet drain will be located as shown. J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. STREETS 1. SCOPE OF WORK The work required under this section includes all concrete and bituminous vin n I to ous pa g and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All streets, parking areas in contract limits Curbs and gutters n concrete I Sidewalks a d co c ete s abs, 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. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1 -1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C -33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials - All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free 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 & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. I. Bituminous Pavement - Hot asphalt concrete pavement shall be as specified in Section 403 and must comply with Section 401.05 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F. and falling. J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. City of Carmel Right of Way Paving Policy November 2, 2005 1) General ambient temperature and the A) The work subject to the requirements of hauling /transportation, laydown, this policy shall include the production, compaction and miscellaneous /ancillary hauling /delivery, spreading, finishing, activity shall be in accordance with compaction and her work necessary to Section 409 of the Standard prepare foundations, install aggregate bases Specifications. and install one or more courses of base, Installation of the full pavement section intermediate, or surface hot mix asphalt indicated on the approved construction mixtures within existing or proposed documents for the entire area to be right -of -way for roadways, auxiliary lanes paved must be completed in the same and asphalt multi -use paths. B) This policy shall be the basis for acceptance Widening operations shall comply with of the work by the City. Failure to adhere the following: n f to the requirements his policy o f p y ma y 1. The outside face of the excavated result in non - acceptance of the work or area shall be left as nearly vertical as other remedies outlined in this policy. C) Workmanship, materials and quality of the and not wider than the outside limits work completed shall conform to the 2006 of the widening section Standard Specifications of the Indiana 2. The existing pavement adjacent to Department of Transportation (hereinafter the widening area shall be sawcut to referred to as Standard Specifications), a clean edge. except where deviations are allowed herein, 3 Th e subgrade in the widen ed area or variances are granted. D) Where the minimum standards of any other this policy. governmental agency having concurrent 4. Widening mixtures shall comply jurisdiction exceed these standards, the with the pavement section indicated higher standards shall apply. E) If any plan or other note or specification on documents. the approved construction documents 5. Compaction of the widening shall exceeds the minimum standards of this be in accordance with Section 304.05 policy, the higher standards shall apply. F) Nothing contained herein shall be construed i) as prohibiting the design and construction 11:20 of improvements meeting higher standards, 11:24 nor as discouraging petitions to appropriate 17:05 governing bodies for variances for 22:47 alternatives which can be supported by 16 advances in technology and are approved by 158 other agencies with concurrent jurisdiction. G) All work shall comply with the requirements 17:48 of Section 105.03 of the Standard vi) Specifications. H) For the purposes of this policy, where the 18 term Engineer is used in this policy and the 133 Standard Specifications, it shall mean: iii) i) The Carmel City Engineer, staff of the 25:38 Department of Engineering, other 38:27 personnel employed by the City of iv) Carmel, or authorized agent(s) that i) may be retained to represent the City 114 of Carmel. v) ii) The Hamilton County Highway Engineer, 34:54 staff of the Hamilton County Highway 52:21 Department, other personnel employed ii) by Hamilton County, or authorized vi) agent(s) that may be retained to 89 represent Hamilton County Highway, 22:47 depending on the location of the work. 1) Authority of the Engineer over the work vii) shall be per Section 105.01 of the Standard 91:10 Specifications. J) Prior to commencing the work, the 88 Contractor performing the work shall 28:51 contact the Engineer to schedule a iv) pre- construction meeting to review the 86:32 Engineers construction requirements, staff 115:22 notification requirements, required 30 inspections for certain stages of the work 80 and to review the authority of the Engineer 35:37 as to relates to the work. K) Under no circumstances shall work subject 108:50 to the standards established by this policy 142:25 commence without obtaining approved 33 construction drawings by the City of Carmel 72 Department of Engineering. 2) Foundation A) General 107:49 i) This work shall consist of the 150:43 construction /preparation of the 193:53 foundation in accordance with Section 34:00 105.03 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 ngy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. 2. Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications iii) Embankments 1. Embankments shall be constructed in accordance with Section 203 of the Standard Specifications 2. All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. 3. Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. 4. Prior to the construction of any embankment the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. 5. Embankments shall be shaped to be well drained and shall be protect to prevent erosion. 6. Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) C) Soil Subgrades i) Subgrades shall be prepared only after the installation of all utilities and subsurface drains indication on the approved construction documents to b( located under the pavement are completed. Trench backfilling work of these installations shall be accordanc( with the City of Carmel Trench Backfilling Specifications. ii} The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections, 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt paving operation are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before 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. .ity of Carmel Right of Way Paving Policy lovember 2, 2005 (continued) iv) Equipment for HMA operations, ambient temperature and the including but not limited to production, temperature of the surface on which it hauling /transportation, laydown, is to be placed is 457 (7'C) or above. compaction and miscellaneous /ancillary The Engineer shall determine the activity shall be in accordance with temperature. There shall ambient p be Section 409 of the Standard no provision for low temperature Specifications. v) Installation of the full pavement section of the Standard Specifications. indicated on the approved construction No mixture shall be placed on a frozen documents for the entire area to be subgrade. paved must be completed in the same Under no circumstances shall HMA paving season. vi) Widening operations shall comply with 15 and March 30. the following: If a foundation that is to receive one 1. The outside face of the excavated or more courses of base, intermediate, area shall be left as nearly vertical as or surface HMA mixtures is placed and the nature of the material will permit determined to be an approved and not wider than the outside limits foundation by the City prior to of the widening section November 30, placement of HMA 2. The existing pavement adjacent to courses will be allowed up to December the widening area shall be sawcut to 15, provided that the ambient and a clean edge. foundation surface temperature 3 Th e subgrade in the widen ed area complies with the requirements of shall be compacted in accordance with Section 4C(i) of this policy and the this policy. paving contractor pay for the services 4. Widening mixtures shall comply of a full time construction inspector with the pavement section indicated and who shall act as an authorized on the approved construction agent of the Engineer. The Engineer documents. shall select the construction inspector. 5. Compaction of the widening shall If the ambient and foundation surface be in accordance with Section 304.05 temperature complies with the of the Standard Specifications. B) Preparation i) The Aggregate Base shall be subject to 11:20 additional proof rolls in accordance with 11:24 Section 203.26 of the Standard 17:05 Specifications just prior to placing the 22:47 HMA courses in accordance with 16 Section 3D(iii) of this policy. 158 Unacceptable areas shall be corrected 14:10 to the satisfaction of the Engineer 17:48 before any paving operations vi) commence. ii) All displacement or rutting of the 18 Aggregate Base shall be repaired prior 133 to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked 25:38 in accordance with Section 406 of the 38:27 Standard Specifications. iv) Asphalt surfaces between courses shall i) be tacked in accordance with Section 114 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, 34:54 manholes and other structures shall be 52:21 tacked in accordance with Section 406 ii) of the Standard Specifications. vi) Surfaces on which a mixture is placed 89 shall be free from objectionable or 22:47 foreign materials at the time of 45:34 placement vii) Tact Coat material shall be distributed 91:10 with equipment meeting the iii) requirements of Section 409.03(a) of 88 the Standard Specifications. 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. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thickness equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the Time for Longer Length, S ambient temperature and the "' temperature of the surface on which it is to be placed is 457 (7'C) or above. 100 ft The Engineer shall determine the 200 ft temperature. There shall ambient p be 300 ft no provision for low temperature 400 ft compaction allowed bye Section 402.16 4 of the Standard Specifications. ii) No mixture shall be placed on a frozen 3:46 subgrade. iii) Under no circumstances shall HMA 3:46 mixtures be placed between December 3:46 15 and March 30. iv) If a foundation that is to receive one 386 or more courses of base, intermediate, 5:40 or surface HMA mixtures is placed and 5:40 determined to be an approved 5:40 foundation by the City prior to 5:42 November 30, placement of HMA 8 courses will be allowed up to December 298 15, provided that the ambient and 7:34 foundation surface temperature 7:34 complies with the requirements of 7:36 Section 4C(i) of this policy and the 10:08 paving contractor pay for the services 10 of a full time construction inspector 239 and who shall act as an authorized 9:28 agent of the Engineer. The Engineer 9:28 shall select the construction inspector. v) If the ambient and foundation surface 15:49 temperature complies with the 12 requirements of Section 4C(i) of this 199 policy between April 1 and April 15, 11:20 HMA course shall be allowed to be 11:24 placed on an approved foundation 17:05 provided that the paving contractor 22:47 pay for the services of a full time 16 construction inspector and who shall 158 act as an authorized agent of the 14:10 Engineer. The Engineer shall select the 17:48 construction inspector. vi) The Engineer reserves the right to 35:36 suspend all paving operations if, in the 18 opinion of the Engineer that prevailing 133 weather conditions and /or the condition 17:00 of the Subgrade and /or the Aggregate 25:38 Base may result in substandard HMA 38:27 placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an 114 approved foundation or other HMA 18:60 course by means of laydown equipment 34:54 in accordance with Section 409.03 (c) 52:21 of the Standard Specification. ii) Segregation or flushing or bleeding of 24 HMA mixtures will not be permitted. 89 Corrective action shall be taken to 22:47 prevent continuation of these 45:34 conditions. Segregated or flushed or 1 68:22 bleeding HMA mixtures shall be 91:10 removed if directed. iii) All areas showing an excess or 88 deficiency of binder shall be removed 28:51 and replaced. iv) All HMA mixtures that become loose 86:32 and broken, mixed with dirt, or is in 115:22 any way defective shall be removed 30 and replaced. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) E) Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F) Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03 (d) of the Standard Specifications immediately after the mixture has been spread and finished. ii) Rollers shall not cause undue displacement, cracking or shoving. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. E) Where the Engineer determines that it is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thickness of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2 ") in any course or total thickness from the pavement section indicated on the approved construction documents. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction or for the means and methods of construction, nor for safety on the job site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of the subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. 1) Work done contrary to instructions proved by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. q 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 "' Z0 """""""""" a 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 1 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57 :41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 i 30.788 L 61:17 76:55 102:12 128:12 1 153:80 179:29 205:07 230:46 `\`\\\\\\ §1 \\ \1111111 I II!111 / / / / /, 7/ ,� N..T 80" 1' %/' ��Pz� O\sTERF 'p�F% := .. No. . S i � 10000075 - - 0 �. -�O -_ STATE OF %�<(` INDIAN?'- -_ %�"'k/7111111,11,1141-111 �0N \\\\\\ % / � �' L, DATE: 4/04/06 ! THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT of THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006)! 1. Schneider THE SCHNEIDER CORPORATION 12821 E. New Market e a ket 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 4/04/06 O I V "' Z0 """""""""" a 0 2E IC LIJ 1 0.0 y 1 T � I -- 2E iiiiiiiiiiiiiiii0 QM W �R:-- ��4 � I..-I 6 O OC oc o a u. CL CC Iiiiiiiiiiiiiiii 1.4 O z = 0 w 1111, ctf I `\`\\\\\\ §1 \\ \1111111 I II!111 / / / / /, 7/ ,� N..T 80" 1' %/' ��Pz� O\sTERF 'p�F% := .. No. . S i � 10000075 - - 0 �. -�O -_ STATE OF %�<(` INDIAN?'- -_ %�"'k/7111111,11,1141-111 �0N \\\\\\ % / � �' L, DATE: 4/04/06 ! THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT of THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006)! 1. Schneider THE SCHNEIDER CORPORATION 12821 E. New Market e a ket 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.!) 4/04/06 1238. ? ?? DRAWN BY. "' � U SPECIFICATIONS ) r::� SHEET No.: �_4 y 1 T � I -- w � � QM W �R:-- ��4 � I..-I 6 �2 -d h--�� M Z Z C+__1 1.4 F- i FZQ � E-1 d U a U }}..•.�B W r----q • r--4 (l_� E-1 P-1 DATE: PROJECT NO.: 4/04/06 1238. ? ?? DRAWN BY. CHECKED BY: DCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \045 \DWGS \PLA1INUM \C901.DWG SHEET No.: (C9(an