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05110018 Civil Construction Plans Rcv. 11/1/2005 DOCS
�oT pro SCALE Sec. 8— T17N —R3E wr-0,11-0 rya' Nar o� �ti Sbe x- n>v -amc nrt� Is M+�� nc PM ead �. 51. /+ SE /4 �rr R 53�7.tt� hkYth fh. 4 4 r� � I SV4 sE 14 -�� XN. an &-� so � : 8,n, }-n as fix... TM.+, IN4.1 . SEC. 8- T17N -R3E Fc. I I I I -- A' I L i -71 -ED a EXPA I• S 0 CCOO NSTRUCTIO PLA �) HA ILTU OU TY CA' EL, piA A D �G°�o 110011 RADOM M The boundary and topographic survey information referenced in these documents was prepared by WEIHE Engineers Inc.. The Schneider Corp. cannot be held responsible for incomplete or inaccurate information contained in the survey data, or the engineering design based on such data. REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: RLD • • INDEX_ SHEET No. DESCnlFTION C100 COVER SHEET D101 DEMOLITION PLAN C1101 o C102 SITE GRADING PLAN r v O SITE UTILITY PLAN C104 STORMWATER POLLUTION PREVENTION PLAN < STRIPING PLAN C801 —C802 E 14t St ° C803 —C805 GENERAL DETAILS umter ay GENERAL SPECIFICATIONS ° .r 0 � L102 LANDSCAPE DETAILS Hlntooks C!r N — v • 3 Volu ni eer Or r G�� � c a Brt a• Cir �CIO �� 3 C p Q C o N Van and ClrShelbourne moot Get To a Ln urnin T ComwaltTs Ln • t •d oo Ineh irst Dr u v rnwallis Ln S4•� Presto Trt c c E IN Wtn to et Dr Peb h Dr 1 0 °c ° E 10Eth St b 0 R o ° 126 re ° th St 4. U ` a a o W 1 3 wed+ Dr c c ° ° E c c m A Dr _ A0 fl 3 c g 4, rslw d 4 >° ° BarbI Ln 111ridg D N 1•c a An all Dr Town* Dr : E 104th St- Carwlnlon Way a 3 v 3 < v M _ _ 3 > 103 v 4 1 rwlnl n M gy o_ m enz ce PI 0 Invem A ref d M z 11 Sj I Northw ern Dr • St — ° r i • bro k Blvd Penn vanla Pky E _ = v • `r N ' W 98th St N o: a 3 ? • o e ulrfl d Way 3 ° N W 9 6th St o v a side Or N c IE 9 th t 000 Y Chub Sand Plpe Dr 5° Pine r Amherst St Amherst St ers o arcroa c W as Handball u elkl no Dr m E 93 Woodvlew Trra �o W Willow ate t Ct W 93rd St W1110 Gate D o c < ` o t' Ur W 93rd c L ke WoodI ° c 4 • ,n c Em! W9 Tug Z ir va 3 = W 91st St I = z U z IE 91 L2 �o oa ° ti o v v 2i . E P e Branch ?� Barnard ° c he+sin to G� R > ° a o • 3 t ; 1! c ° v < v • E cennes R Arbo • ck Dr Q�r c W a8th St o ` Willow k• Br water R °•� �, 3! = 0 E c unders d e Clrcl• DrTh s Dr White od Old Town S Dr N = _ V Bechtel Pe an c Su ar o re Ln W 86 h St 6 Ln Ca e u v -o ar j Lancashlre Ca e q ° —= N > m o R ; s o Oak ke _a John Am b ra Ln Croft t ry q c u Ha c v 1 c c > > ° <> C° Chadwood 3 Trace Ln � t ' c < m < _ t �° 'o„ er ak lr ver Ln W 83rd PIN N 3 C �., It 5 Ra btewo d Dr 3 Katle Knox Dr AI a Dr _ 3 Z = Q lax D D rb W 83rd St - z ° o Du n Dr N brook r z= Z z P _ �oT pro SCALE Sec. 8— T17N —R3E wr-0,11-0 rya' Nar o� �ti Sbe x- n>v -amc nrt� Is M+�� nc PM ead �. 51. /+ SE /4 �rr R 53�7.tt� hkYth fh. 4 4 r� � I SV4 sE 14 -�� XN. an &-� so � : 8,n, }-n as fix... TM.+, IN4.1 . SEC. 8- T17N -R3E Fc. I I I I -- A' I L i -71 -ED a EXPA I• S 0 CCOO NSTRUCTIO PLA �) HA ILTU OU TY CA' EL, piA A D �G°�o 110011 RADOM M The boundary and topographic survey information referenced in these documents was prepared by WEIHE Engineers Inc.. The Schneider Corp. cannot be held responsible for incomplete or inaccurate information contained in the survey data, or the engineering design based on such data. REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: RLD • • Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 31'7- 826 -7200 Fax www.schneidercorp.com CDR E—MAIL ADDRESS: CHECKED BY: ALF DATE CHECKED: 10/31 05 Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering ED BY: Robert L. Doster P.E. rdoster@schne*ldercorp.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. © 2005, The Schneider Corporation A part of the Southeast Quarter of the Southeast Quarter of Section 8, Township 17 North, Range 3 East, in Hamilton County, Indiana, and being more particularly described as follows: Beginning at a point on the south line of said quarter — quarter section, South 88 degrees 42 minutes 47 seconds West a distance of 1207.62 feet from the southeast corner thereof, being the southwest comer of a tract of land described in Instrument Number 99- 27190, in the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 00 minutes 00 seconds East along the west line of said tract a distance of 1329.00 feet to the northwest comer thereof; thence North 88 degrees 42 minutes 47 seconds East along the north line of said tract a distance of 200.00 feet to the northeast corner thereof; thence North 00 degrees 00 minutes 00 seconds East along the west line of a tract of land described in Instrument Number 96 -54229 a distance of 0.35 feet to the northwest corner thereof; thence North 88 degrees 35 minutes 21 second East along the north line of said tract and a tract of land described in Instrument Number 2001 -2619 a distance of 333.74 feet to the west line of a tract of land described in Instrument Number 96- 36738; thence South 00 degrees 02 minutes 27 seconds East along said west line a distance of 300.45 feet; thence North 88 degrees 39 minutes 10 seconds East a distance of 613.68 feet to the intersection of the north line of land described in Instrument Number 2000 -63828 with the west right of way line of Towne Road per Instrument Number 93- 43846; thence South 00 degrees 00 minutes 00 seconds West along said right of way line a distance of 382.78 feet to the south line of said tract of land described in Instrument Number 96- 36738; thence South 88 degrees 42 minutes 47 seconds West along said south line a distance of 9.99 feet to the west right of way line of Towne Roid per Instrument Number 2000 -58479 (the following seven courses are along the westerly right of way line of Towne Road and the northerly right of way line of West 96th Street); 1) thence South 00 degrees 00 minutes 00 seconds West a distance of 151.06 feet; 2) thence South 89 degrees 06 minutes 53 seconds West a distance of 5.00 feet; 3) thence South 00 degrees 00 minutes 00 seconds West a distance of 376.28 feet; 4) thence South 44 degrees 15 minutes 03 seconds West a distance of 71.15 feet; 5) thence South 88 degrees 42 minutes 47 seconds West a distance of 371.25 feet; 6) thence South 00 degrees 19 minutes 09 seconds East a distance of 10.00 feet; 7) thence South 88 degrees 42 minutes 47 seconds West a distance of 177.28 feet to the west line of a tract of land described in Instrument Number 93- 15699; thence South 00 degrees 02 minutes 27 seconds East along said west line a distance of 60.01 feet to the south line of the aforesaid quarter — quarter section; thence South 88 degrees 42 minutes 47 seconds West along said south line a distance of 534.52 feet to the Point of Beginning, containing 29.64 acres, more or less. The above land description and accompanying exhibit drawing were prepared from record deed descriptions and a prior survey of the property by others. No boundary survey work was performed and no corner monuments were set for the preparation of this document. THES COU NT.- A S E T TO PE IC ISIO SC CO AT T IS R IF T D ARE E OS CURR T PR T NA IN ��R T D /' No. PE1 9500260' = STATE OF _: !ND I A\A.P NAU DATE: % SHEET ad r-- 0 JOB No. 4477.002 OF 15 FIDE NAME: S- \4k\4477\002\d wg s\C1 00. d wg INDEX_ SHEET No. DESCnlFTION C100 COVER SHEET D101 DEMOLITION PLAN C1101 SITE LAYOUT PLAN C102 SITE GRADING PLAN C103 SITE UTILITY PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C601 STRIPING PLAN C801 —C802 STORMWATER POLLUTION PREVENTION DETAILS C803 —C805 GENERAL DETAILS 1 GENERAL SPECIFICATIONS Ll LANDSCAPE PLAN L102 LANDSCAPE DETAILS Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 31'7- 826 -7200 Fax www.schneidercorp.com CDR E—MAIL ADDRESS: CHECKED BY: ALF DATE CHECKED: 10/31 05 Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering ED BY: Robert L. Doster P.E. rdoster@schne*ldercorp.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. © 2005, The Schneider Corporation A part of the Southeast Quarter of the Southeast Quarter of Section 8, Township 17 North, Range 3 East, in Hamilton County, Indiana, and being more particularly described as follows: Beginning at a point on the south line of said quarter — quarter section, South 88 degrees 42 minutes 47 seconds West a distance of 1207.62 feet from the southeast corner thereof, being the southwest comer of a tract of land described in Instrument Number 99- 27190, in the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 00 minutes 00 seconds East along the west line of said tract a distance of 1329.00 feet to the northwest comer thereof; thence North 88 degrees 42 minutes 47 seconds East along the north line of said tract a distance of 200.00 feet to the northeast corner thereof; thence North 00 degrees 00 minutes 00 seconds East along the west line of a tract of land described in Instrument Number 96 -54229 a distance of 0.35 feet to the northwest corner thereof; thence North 88 degrees 35 minutes 21 second East along the north line of said tract and a tract of land described in Instrument Number 2001 -2619 a distance of 333.74 feet to the west line of a tract of land described in Instrument Number 96- 36738; thence South 00 degrees 02 minutes 27 seconds East along said west line a distance of 300.45 feet; thence North 88 degrees 39 minutes 10 seconds East a distance of 613.68 feet to the intersection of the north line of land described in Instrument Number 2000 -63828 with the west right of way line of Towne Road per Instrument Number 93- 43846; thence South 00 degrees 00 minutes 00 seconds West along said right of way line a distance of 382.78 feet to the south line of said tract of land described in Instrument Number 96- 36738; thence South 88 degrees 42 minutes 47 seconds West along said south line a distance of 9.99 feet to the west right of way line of Towne Roid per Instrument Number 2000 -58479 (the following seven courses are along the westerly right of way line of Towne Road and the northerly right of way line of West 96th Street); 1) thence South 00 degrees 00 minutes 00 seconds West a distance of 151.06 feet; 2) thence South 89 degrees 06 minutes 53 seconds West a distance of 5.00 feet; 3) thence South 00 degrees 00 minutes 00 seconds West a distance of 376.28 feet; 4) thence South 44 degrees 15 minutes 03 seconds West a distance of 71.15 feet; 5) thence South 88 degrees 42 minutes 47 seconds West a distance of 371.25 feet; 6) thence South 00 degrees 19 minutes 09 seconds East a distance of 10.00 feet; 7) thence South 88 degrees 42 minutes 47 seconds West a distance of 177.28 feet to the west line of a tract of land described in Instrument Number 93- 15699; thence South 00 degrees 02 minutes 27 seconds East along said west line a distance of 60.01 feet to the south line of the aforesaid quarter — quarter section; thence South 88 degrees 42 minutes 47 seconds West along said south line a distance of 534.52 feet to the Point of Beginning, containing 29.64 acres, more or less. The above land description and accompanying exhibit drawing were prepared from record deed descriptions and a prior survey of the property by others. No boundary survey work was performed and no corner monuments were set for the preparation of this document. THES COU NT.- A S E T TO PE IC ISIO SC CO AT T IS R IF T D ARE E OS CURR T PR T NA IN ��R T D /' No. PE1 9500260' = STATE OF _: !ND I A\A.P NAU DATE: % SHEET ad r-- 0 JOB No. 4477.002 OF 15 FIDE NAME: S- \4k\4477\002\d wg s\C1 00. d wg h line SE/4 of Sec. B—Tl7N—R,3E / SBB'4247"W (M) — 2687.34 - West 96th Street 7 r� n O O `' ~ ASSUMED NORTH SCALE: 1 °= 50 ' L1 HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. m grant T[D)i .. 1GJL�%11��11 1111,11111111 111 J.L �.L�� �� 1L 11.aPy istr. 98 -CJ9�8 1. REMOVAL OF EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND OR LOCAL LAWS AND ORDINANCES. M H 2 CONTRACTOR MUST BE AWARE THAT EXISTING BUILDING BASEMENTS AND FOUNDATIONS MAY BE FOUND. PROPER CARE MUST BE USED TO CONSTRUCT PROPOSED FOUNDATIONS AND UTILITIES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO USE A SOILS ENGINEER FOR RECOMMENDATIONS DURING THE SITE CONSTRUCTION PHASE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS, BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS, MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY UNES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTIUTIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE LOCAL UTILITY COMPANY OR BY A PRIVATE UNDERGROUND MH UTIUTY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR 58.44 CONTRACTORS, OR AGENCIES, WHICHEVER UTILITY COMPANY OR AGENCIES, THAT HAS JURISDICTION, SO NOT TO CAUSE DAMAGE. I43.64 ra1:845.5 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENT 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTIUTIES THAT MAY BE PRESENT ON THE SITE. ALL VERIFICATIONS, LOCATIONS, SIZE, AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. HEAVY CONSTRUCTION EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 7. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. i. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL, AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBUC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS, OR SIDEWA.I_KS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE FNTiRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 9. THE UTIU11ES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE ENGINEER AND MAY NOT BE ACTUAL. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING U11UTY INFORMATION INDICATED, IMPUED, OR NOT INDICATED ON THESE PLANS. 10. IT SHALL BE THE RESPONSIBiLi OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT WHOM IS RESPONSIBLE TO REMOVE, RELOCATE, AND /OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE TV CONTRACTORS' RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND ITS OWNER AS TO THEIR FUTURE RESPONSIBILITIES. OREMOVE EXISTING CURB BO SAW CUT CURB /PAVEMENT CO REMOVE PIPE /STRUCTURE, REFER TO UTILITY PLAN REMOVE CONCRETE QREMOVE POLE FO REMOVE AND RELOCATE FIRE HYDRANT PER WATER COMPANY —SEE UTILITY PLAN GO RELOCATE POLE — COORDINATE WITH IPL 09 846.39 TREE TO REMAIN REFER TO TREE PRESERVA110N PLAN FOR TREES TO REMAIN. 09 � rant 96-438" � TREE TO BE REMOVED to int 691 28349 EXISTING GRAVEL AREAS TO BE REMOVED 26 EXISTING LANDSCAPE AREA TO BE REMOVED, COORDINATE REMOVAL OF e SE /4 7N —R3E TREES AND SHRUBS PRIOR TO ANY DEMOLITION OF MATERIAL —SEE L101 `Inlet EXISTING CONC. /PAVEMENT TO BE REMOVED EXISTING BUILDING TO BE REMOVED z 0 5 w cr-- DER T p `0 No. PE19500260 STATE OF 0NA — DATE: lam. THIS DRAWING AND THE IDEAS, ESIGNS 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. (2003) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GI S * LI S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: 0 MS0 SHEET TITLE: DEMOLITION PLAN DRAWING FILES: S: \4K \4477 \001 \DWGS \D101 XREF: S:\4k\4477\001\dwgs\4477001C.dwg XREF: S:\4k\4477\001\dwgs\From Weihe \contours XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S:\4k\4-477\001\dwgs\TitIe1.dwg SHEET NO.: am w Cn � O DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR MS0 SHEET TITLE: DEMOLITION PLAN DRAWING FILES: S: \4K \4477 \001 \DWGS \D101 XREF: S:\4k\4477\001\dwgs\4477001C.dwg XREF: S:\4k\4477\001\dwgs\From Weihe \contours XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S:\4k\4-477\001\dwgs\TitIe1.dwg SHEET NO.: am 00 U O O cr) R/W grant am. Co. Inatr. 96 -43846 1110 1"lI NZ110� W W I w— H ro u E T G E T xx— O O O ASSUMED NORTH � SCALE: 1"=50 O ' � F O O O O O 0 O Existing Sanitary Sewer Existing Storm Sewer New Storm Sewer 4" Subsurface Drain — 20' Each Way Unless Specified New Sanitary Sewer Utility &Drainage Esmt. Building Setback Line Existing Water Main New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve New Water Valve Existing Fiberoptic Line Existing Gas Main Existing Electric Line Existing Telephone Line New Gas Main New Electric Line New Telephone Line Existing Utility Pole Existing Trees Existing Fence Pavement Within Right of Way Heavy Duty Pavement Light Duty Pavement Existing Pavement to Remain Stripped Parking Island /Cross —Walk 6" Straight Curb 9 � $ Curb Turn—Out C803 6 7 C803 Curb &Walk c803 C803 Walk � K005 C803 Handicap Ramp C803 Concrete Steps $ C803 17 2' Curb Taper ce03 Pavement Patch 14 C803 Pavement Wedging (SEE GRADING PLAN) K0 0 3' Stone Shoulder 1 1 1 7 C803 R/W Handicap Ramp C804 Handicap Parking Sign —NOT SHOWN K'03 4 (at Each H.C. Space) C803 C803 9x20' Parking Spaces — 540 8'X20' Parking Spaces — 16 (A.D.A. REQUIREMENTS) Total Parking Spaces — 556 0 rill w HOLEY MOLEY SAYS " DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. `\\����1111111111 T D 1 1111111 /// j,,��i/ 0 os -- G 1 S TE PE1 9500260 STATE OF %.,, 0NAL �iil��iirr I I I l lr1�111��� DATE: /6 S THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotech n ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering EL rr - 4477.002 10' R/W grant CHECKED BY: 0 H—� RLD SHEET TITLE: F 8 58 - - 9.0'1 ,- o ,. D / to Ham. Co. per Inatr. 96 -43848 XREF: S:\4k\4477\001\dwgs\4477001C.dwg Siff ic, XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S: \4k \4477 \002 \dwgs \7tle1.dwg 860 8 854 +. _ 10.0' S0' R/W to 862 �, 863 �� 36, A A �_..� - Ham. County per Inatr. 91 -28349 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB 50.0 ARE TO THE FACE OF CURB. w P....Q.b ;.: . 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR o - ---- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50.0' TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING K _ TO THE PHASE OF WORK. IT SHALL ALSO BE THE --- . ` . . . . . . . . . . . . . . _____ ____ O CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS c� SE Corner SE 14 OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF � o Sec. 8— T17N —R3E EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF K 4" SOLID WHITE Q ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS 4» SOLID WHITE`' OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL K K GOVERNING AUTHORITIES. 150 150' 50' S0' 1.35' OVERLAP 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO NOTE: DECORATIVE SIGNS SPRINKLER SYSTEMS TREES, CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. T17N-RZE ' LANDSCAPING MOUNDS , � � FENCES LIGHT POLES 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH h line S of Sec. OR OTHER SUCH AMENITIES ARE NOT PERMITTED APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. t re (5 IN THE RIGHT -OF —WAY 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 8. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK. 9. E XPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. 0 rill w HOLEY MOLEY SAYS " DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. `\\����1111111111 T D 1 1111111 /// j,,��i/ 0 os -- G 1 S TE PE1 9500260 STATE OF %.,, 0NAL �iil��iirr I I I l lr1�111��� DATE: /6 S THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotech n ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: 0 H—� RLD SHEET TITLE: SITE PLAN DRAWING FILES: S: \4K \4477 \002 \DWGS \Di 01 XREF: S:\4k\4477\001\dwgs\4477001C.dwg XREF: S:\4k\4477\001\dwgs\From Weihe \contours XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S: \4k \4477 \002 \dwgs \7tle1.dwg SHEET NO.: x U w O c� � o DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR RLD SHEET TITLE: SITE PLAN DRAWING FILES: S: \4K \4477 \002 \DWGS \Di 01 XREF: S:\4k\4477\001\dwgs\4477001C.dwg XREF: S:\4k\4477\001\dwgs\From Weihe \contours XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S: \4k \4477 \002 \dwgs \7tle1.dwg SHEET NO.: a� U V I i ...J v% V V L/\ L /-1 i h line SE /4 of Sec. B—T17N—R,3E SBB'42'47'IW (M) — 26B7.,34' West 96th Street ALL TOPSOIL SHALL BE REMOVED TO A DEPTH OF - OF INCHES OR AS OTHERWISE INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY TOPSOIL CAPABLE OF BEING USED ON -SITE MAY BE STOCKPILED ON -SITE IN LOCATION DESIGNATED BY OWNER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF -SITE AT NO ADDITIONAL COST TO OWNER. Z \ v � O U N Cn 5 ASSUMED NORTH SCALE: 1 "= 50 ' HOLEY MOLEY SAYS "DON'T DIG BLIND In 'IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -554x4 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). 11. WHEN MATCHING EXISTING CURB AND PAVEMENT, ADJUST GRADE AS NEEDED TO MAINTAIN POSITIVE DRAINAGE. MATCH EXISTING CURB STYLE AND ELEVATION: TRANSITION TO NEW IN 10' + / -. 12. IF NEW CURB IS ADJACENT TO EXISTING PAVEMENT, SET TOP OF CURB ELEVATION 6 1/2" ABOVE EXISTING PAVEMENT. 13. WHERE PAVEMENT WEDGING IS REQUIRED WEDGE AS NEEDED TO PROVIDE POSITIVE DRAINAGE, 1% MIN. SLOPE. cfi z CD Cn W X�����1111tItIll!l1111������i /i DER T D %, GISTS No. PE1 9500260 STATE OF D I A %. ZONAL 11 ft11111������`` DATE: l _ OS� THIS DRAWING AND THE IDEAS, D SIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.720 0 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Ceotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 10/10/05 —�-- Existing Storm Sewer DRAWN BY: --�— New Storm Sewer CD �o Storm Structure Number SHEET TITLE: ------ - - - - -- 4" Subsurface Drain(sm) PLAN (20' Each Way Unless Specified) S: \4K \4477 \002 \DWGS \C102 Existing Sanitary Sewer XREF: S: \4k \4477 \001 \dwgs \From Weihe \contours New Sanitary Sewer XREF: S: \4k \4477 \402 \dwgs \Titlel.dwg (Laterals are shown for reference only) x Q Sanitary Structure Number �— 000 Existing Contour 000xa Existing Elevation. 000.00 Proposed Finish Grades n � 000.00 Swale Grade Swale Flowline(E) Flow Arrow — — — — — — Utility &Drainage Esmt. Building Setback Line w W Existing Water Main W W_ New Water Main � Existing Fire Hydrant � New Fire Hydrant � Existing Water Valve 04 New Water Valve G New Gas Main E New Electric Line T New Telephone Line w '0 Existing Utility Pole Existing Trees p„i X X_ Existing Fence CD OPavement Wedging Area 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE og CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF o THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION 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. .09 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUC110N TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. .60 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. .26 per SE 14 7. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE 17N -R3E CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM 0- 1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). 11. WHEN MATCHING EXISTING CURB AND PAVEMENT, ADJUST GRADE AS NEEDED TO MAINTAIN POSITIVE DRAINAGE. MATCH EXISTING CURB STYLE AND ELEVATION: TRANSITION TO NEW IN 10' + / -. 12. IF NEW CURB IS ADJACENT TO EXISTING PAVEMENT, SET TOP OF CURB ELEVATION 6 1/2" ABOVE EXISTING PAVEMENT. 13. WHERE PAVEMENT WEDGING IS REQUIRED WEDGE AS NEEDED TO PROVIDE POSITIVE DRAINAGE, 1% MIN. SLOPE. cfi z CD Cn W X�����1111tItIll!l1111������i /i DER T D %, GISTS No. PE1 9500260 STATE OF D I A %. ZONAL 11 ft11111������`` DATE: l _ OS� THIS DRAWING AND THE IDEAS, D SIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.720 0 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Ceotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: CD RLD SHEET TITLE: GRADING PLAN DRAWING FILES: S: \4K \4477 \002 \DWGS \C102 XREF: S: \4k \4477 \401 \dwgs \4477001C.dwg XREF: S: \4k \4477 \001 \dwgs \From Weihe \contours XREF: S: \4k \4477 \001 \dwgs \From Weihe \W020174c XREF: S: \4k \4477 \402 \dwgs \Titlel.dwg SHEET NO.: x � n w w U p„i U CD � � o E—+ DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR RLD SHEET TITLE: GRADING PLAN DRAWING FILES: S: \4K \4477 \002 \DWGS \C102 XREF: S: \4k \4477 \401 \dwgs \4477001C.dwg XREF: S: \4k \4477 \001 \dwgs \From Weihe \contours XREF: S: \4k \4477 \001 \dwgs \From Weihe \W020174c XREF: S: \4k \4477 \402 \dwgs \Titlel.dwg SHEET NO.: C Md__%*(02 6W!!11 X.1 m r h line SE /4 of Sec. B—T17N—RJE % SBB042'4717W (M) — 2687.34' West 96th Street l . J3 U VLt�LAf` ll .384s i 1 �1- I ASSUMED NORTH SCALE: 1"-50 ' HOLEY MOLEY SAYS "DON'T DIG BLIND° "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -554 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Existing Storm Sewer Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) ° C.O. Sanitary Sewer clean —out —�— New Storm Sewer — — — — — — Utility &Drainage Esmt. Building Setback Line � Existing Fire Hydrant � Existing Water Valve w New Water Valve W W — New Water Main W Existing Water Main G New Gas Main Existing Gas Main E New Electric Line °H Existing Overhead Line T New Telephone Line T Existing Telephone Line � Existing Utility Pole Existing Trees MAN ► �) 161 111 IYIl � N ( 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. 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. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT INDIANA GAS COMPANY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY (776- 5533). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. NOTE: ALL PIPE SHALL BE HDPE SMOOTH WALL UNLESS NOTED. u-i z CD En w Of RT D �i /i os - � N0. PE1 9500260 STATE OF SSA ANAL ����irrrrl l l l 0 DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Sc nPi. ar THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317 826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Ceotechn ical Services CIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: 0 RLD SHEET TITLE: UTILITY PLAN DRAWING FILES: S: \4K \4477 \002 \DWGS \C103 XREF: S:\4k\4477\001\dwgs\4477001C.dwg XREF: S:\4k\4-477\001\dwgs\From Weihe \contours XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S: \4k \4477 \002 \dwgs \Title1.dwg SHEET NO.: (Cn03 x U r , z CD O DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR RLD SHEET TITLE: UTILITY PLAN DRAWING FILES: S: \4K \4477 \002 \DWGS \C103 XREF: S:\4k\4477\001\dwgs\4477001C.dwg XREF: S:\4k\4-477\001\dwgs\From Weihe \contours XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S: \4k \4477 \002 \dwgs \Title1.dwg SHEET NO.: (Cn03 1 -- -g�'T 01 67 El ectric ble T.V. v QG� CQ 865 X `. " "' AREA TO EXISTING CONOI IION h line SF /4 of Sec. B-T17N-RJE SBB042)4721W (M) - 26B7.34 West 96th Street NOTE: NO ON -SITE STOCKPILE AREAS PROPOSED. SEE SHEETC801&C802 FOR ALL LEROSION CONTROL DETAILS & NOTES i r� 0 R/ 00 a.� cv 0 Q) LLJ San. MH San. MH --�_ TC:858.44 Inv: 843.64 Lateral: 845.5 X 851.09 846.39 C�� M�Cjq X 851.60 X 85 .26 SE Corn er SE 14 Sec. 8- T17N -R3E Inlet `RIPRAP BOTH SIDES OF CHANNEL 0 NEW OUTLET. SEE SHEET 0805. NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THIS AREA BY THE FIELD INSPECTOR. i 1 �l I ASSUMED NORTH SCALE: 1"=50 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ........... ............ . , . . 0 , . . 9 . . . . , 0 . 9 . 2 . 4 . I I's .......... PERMANENT SEEDING ........... SOD OR EROSION CONTROL BLANKET TEMPORARY CONSTRUCTION ENTRANCE O INLET PROTECTION SEE SHEET 801 FOR DETAILS q SILT FENCE SEE SHEET C801 FOR DETAILS - - - CONSTRUCTION LIMITS 09 a NOTE: 1. ANY INFORMATION DEPICTED HEREIN SHALL BE SUPERSEDED BY THE LANDSCAPE PLAN. 2. ALL STRIPPED AREAS TO REMAIN DORMANT IN EXCESS OF 14 DAYS SHALL BE TEMPORILY SEEDED IN ACCORDANCE WITH THE SPECIFICATIONS ON SHEET C801. SITE SPECIFIC CONSTRUCTION SEQUENCING FOR EROSION CONTROL This plan has been created in an effort to eliminate sediment from leaving the project site during construction protecting the adjoining properties and the receiving waters. The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt from the areas that are disturbed to prevent silt from leaving the site. PRECONSTRUCTION ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Maley ") 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. Evaluate the site for vegetative areas to be saved. See Sheet C104. 3. An orange construction fence shall be constructed along the perimeter of the dripline of the tree preservation areas prior to any earth moving. 4. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. Potential areas are identified based on existing topography along the perimeters of the site. 5. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips along the project boundaries. 6. Maintain a 10' minimum grass filter strip along the south boundary along 96th Street and along Towne Road where possible. 7. A construction entrance shall be placed per the plan location. 8. Install protective devices along existing storm sewer inlets per locations shown on this sheet (both onsite and offsite along 96th Street). 9. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. 10. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 N01 and Rule 5 inspection documentation. CONSTRUCTION ACTIVITIES: 1. Rework existing pond in Southeast corner, install erosion control blanket /seed slopes. 2. 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. 3. Strip topsoil and remove excess excavated material from the site. 4. Perform rough grading. 5. After completion of rough grading, final grade and seed and landscape berms, common areas and swales immediately after grading is completed. Topsoil and final seed perimeter areas. 6. Upon completion of rough grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. Install riprop upon completion of end section installation at system discharge. 7. Install rock dams in pond as indicated per plans and details. 8. Upon completion of sewer installation and inlet protection, proceed with pavement construction. 9. Once pavement and curbs are in place, install curb inlet sediment barriers. 10. Once inlet protection is in place, final grade all areas and spread topsoil. Upon completion of all grading, verify depth of pond per plan requirement, dredge as needed. POST CONSTRUCTION ACTIVITIES 1. Inspect and maintain all erosion control measures as detailed in the erosion control measures and maintenance requirements beginning immediately after installation. 2. Remove individual inlet protection and straw bale dams only after seeding is established in each basin to the point where silt will not enter the ponds or storm sewer system. �j z CD LLJ R T p p 0S G�S No. : PE1 9500260 STATE OF O �, •� /NDI ANP. �\ `§ 0 N A L r I A&ey�e� ...... DATE: le� % 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. (2 05) C h n I d THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 - www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR RLD SHEET TITLE: STORMWATER POLLUTION PREVENTIflN PLAN DRAWING FILES: S: \4K \4477 \002 \Dwcs \c104 XREF: S:\4k\4477\001\dwgs\4477001C.dwg XREF: S:\4k\4477\001\dwgs\From Weihe \contours XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S: \4k \4477 \002 \dwgs \Ttie1.dwg SHEET NO.: (Cn(04 f-i V 1 F-i x CD H&7-q O DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR RLD SHEET TITLE: STORMWATER POLLUTION PREVENTIflN PLAN DRAWING FILES: S: \4K \4477 \002 \Dwcs \c104 XREF: S:\4k\4477\001\dwgs\4477001C.dwg XREF: S:\4k\4477\001\dwgs\From Weihe \contours XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S: \4k \4477 \002 \dwgs \Ttie1.dwg SHEET NO.: (Cn(04 DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR RLD SHEET TITLE: STORMWATER POLLUTION PREVENTIflN PLAN DRAWING FILES: S: \4K \4477 \002 \Dwcs \c104 XREF: S:\4k\4477\001\dwgs\4477001C.dwg XREF: S:\4k\4477\001\dwgs\From Weihe \contours XREF: S:\4k\4477\001\dwgs\From Weihe \W020174c XREF: S: \4k \4477 \002 \dwgs \Ttie1.dwg SHEET NO.: (Cn(04 RRn 858 100YR FLOOD EL = 861.75 R5 x o' 0 -- � TC: 52.8 (; � TC: 653.42 iPfl . &1_1 F h yd . / WV---'-`— 1� El U STORM BLEHIVE TC = 856.76 NW INV. = 855.94 (6" PVC) 4" SOLID WHITE N 0 150' WV 4" SOLID WHITE Fhyd. / WV 50' 1 150' �I ASSUMED NORTH SCALE: 1 "= 40 ' M � I NII�> ■ tl g tl ®v d d d d ®d ! o d d ®d ■ sla V W W- H 2. 3. 4. 5. 6. 7. 8. 9. T— ®ems vvv vvw Existing Sanitary Sewer Existing Storm Sewer New Storm Sewer 6" Subsurface Drain New Sanitary Sewer Utility & Drainage Esmt. Building Setback Line Existing Water Main New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve New Water Valve Existing Fiberoptic Line Existing Gas Main Existing Electric Line Existing Telephone Line New Gas Main New Electric Line New Telephone Line Existing Utility Pole Existing Trees Existing Fence Pavement Within Right of Way Heavy Duty Pavement Light Duty Pavement Existing Pavement to Remain Stripped Parking Island /Cross —Walk tilaI N I 211, 00)] ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO THE FACE OF CURB. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL N01IFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" THICK. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. HOLEY MOLEY SAYS "DON'T DIG BLIND'n "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING v; DAYS BEFORE COMMENCING WORK. z 0 LIJ �n \`\``\ IRITI,►,o,,,/ /z 0 No. PE19500260 STATE OF ; �NDI DATE: THIS DRAWING AND THE IDEA , 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. (2003) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.82.6.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering FO 10/10/05 G DRAWN BY: CHECKED BY: O MSO SHEET TITLE: STRIPING PLAN DRAWING FILES: S: \4K \4477 \001 \DWGS \C601 XREF: S: \4k \4477 \001 \dwgs \OQ1bs.dwg E XREF: S: \4k \4477 \001 \dwgs \From Weihe \W020174c XREF: S: \4k \4477 \001 \dwgs \From Weihe \contours SHEET NO.: T G E 2. 3. 4. 5. 6. 7. 8. 9. T— ®ems vvv vvw Existing Sanitary Sewer Existing Storm Sewer New Storm Sewer 6" Subsurface Drain New Sanitary Sewer Utility & Drainage Esmt. Building Setback Line Existing Water Main New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve New Water Valve Existing Fiberoptic Line Existing Gas Main Existing Electric Line Existing Telephone Line New Gas Main New Electric Line New Telephone Line Existing Utility Pole Existing Trees Existing Fence Pavement Within Right of Way Heavy Duty Pavement Light Duty Pavement Existing Pavement to Remain Stripped Parking Island /Cross —Walk tilaI N I 211, 00)] ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO THE FACE OF CURB. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL N01IFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" THICK. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. HOLEY MOLEY SAYS "DON'T DIG BLIND'n "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING v; DAYS BEFORE COMMENCING WORK. z 0 LIJ �n \`\``\ IRITI,►,o,,,/ /z 0 No. PE19500260 STATE OF ; �NDI DATE: THIS DRAWING AND THE IDEA , 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. (2003) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.82.6.7200 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.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: O MSO SHEET TITLE: STRIPING PLAN DRAWING FILES: S: \4K \4477 \001 \DWGS \C601 XREF: S: \4k \4477 \001 \dwgs \OQ1bs.dwg XREF: S: \4k \4477 \001 \dwgs \Tit1e1.dwg XREF: S: \4k \4477 \001 \dwgs \From Weihe \W020174c XREF: S: \4k \4477 \001 \dwgs \From Weihe \contours SHEET NO.: w F--� cfa W � Q z � � � Q z w w v � v O W W � o n� DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR MSO SHEET TITLE: STRIPING PLAN DRAWING FILES: S: \4K \4477 \001 \DWGS \C601 XREF: S: \4k \4477 \001 \dwgs \OQ1bs.dwg XREF: S: \4k \4477 \001 \dwgs \Tit1e1.dwg XREF: S: \4k \4477 \001 \dwgs \From Weihe \W020174c XREF: S: \4k \4477 \001 \dwgs \From Weihe \contours SHEET NO.: Soils Legend & Descriptions: Br - Brookston silty cloy loam, Soil Description or i 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. MmB2 - Miami Silt Loam, Soil Description and Characteristics. The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, V-A slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. 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. ONE FOOT THICK STONE FACE OF No. 5 STONE 6" RIP -RAP 5 2:1 SLOPE 2:1 SLOPE SEDIMENT TRAP ��- RISER, SEE DETAIL SUB -GRADE ELEVATION 854.3 SECTION A- A 10' 5' TOP OF BANK 858.00 1 I COMPACTED SUB -GRADE POLYFELT TS650 OR EQUAL UNDER STONE SEDIMENT TRAP RI SLOPE 2:1 SLC 15' I .,�'�� �' I 1111111'•' I M! p.. win. I .� SOILS MAP NOT TO SCALE \ • O ° 0 c0 O•o• 0.O 0 °D p ° o . o ° O • coo o o° 0' o° 0.0 ° PUBLIC ROAD ° °0•° ° °•° °• ° ° °• ° ° °.°°°• 50' (MIN) \ O.o °O•o °o.p °0•p °O •OOO�OOD�OO O *0o 0,00 • 0 0 D' 0 0 0• 0° O• 0° O• 0° O. 0 0 ° 0• 0 0 0. 0 0 0. 0 0 0. 0 e 0• 0° O• °° . 0 0 0.000-000.0 0 0 - 0 0 0. 0 "D . 0 0 0 coo . 0 0 D. 0 0 0. 0 0 D . 0 0 0. 0 0 0. 0° 0. 0° 0. 0 0 0. 0° 0. 0° O• o° O. o° O. o° O• o° O. 0° O o° O. o 0 ° 0 0 e 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 D. 0° 0. 0° 0• 0 0 \ ' O • ° • ° D• p° D• p° O• "0.000.0 ° D' 0° O' °° ' 0 0 0• 0 0 0, 0 e 0 0 0 0 ° ° O • p ° O • o ° O • ° O . p ° O • o ° O • O •o ° °. ° ° °; ° ° °; ° °o.o . °. o °o. °. o.o•o.° p °O.p° .o °D.p °O. p °O•o °D•o° ° 0.0'0 • °o • ° °° . 0 00 . 0 0 . o ° O . 0 ° O • o ° 0 • 0 00 o ° •o °O•o 0 0 .0,0-0,0-000-000.00 �° • ° 0.0 .o •o . .° , ° o ° ° 0 00 o o D • 000.0 ° 0 • 0 e 0 . 0 0 00 0 0 0 0 0 0 0. 0 0 O • ° ° • 000 • 0 ' p ° ° 0 • 0 0 0 0 e 0• 0 0 0, 0° 0. p O. 0 e��• °000° Do0 °0 0 °0 op °D op° c °• 0.0 0.000 . p D• o 0 00 .000.000 -000 00 6" (MIN) • °'° ° °°• ° °°•° °°• °° °o'O °0 . 0 °D . O 0 vo 20 (MIN) 2 " -3" COARSE AGGREGATE 6„ No. 5 STONE TO WITHIN 12" OF TOP OF RISER 5' �---BOTTOM OF SEDIMENT TRAP 6" PERFORATED HDPE --l-' '\--6"x6" TEE. CAP & SEAL UPSTREAM END OF TEE ALIGN TEE WITH SEDT TRAP RISER DETAIL FACE OF STCNE DAM IMEN 10' A 6" RIP -RAP WITH I 5' BANK 858 00 15' No. 5 STONE FACE STONE ELEVATION 856.50 TOP OF . 3:1 SLOPES 3:1 SLOPES (np.) (MAX.) 15' WIDE SPILLWAY ® ELEVATION 856.50 -SUB -GRADE ELEVATION 854.33 SEE PLAN O- A SEDIMENT TRAP OUTLET WITH RISER DETAIL #1 A B C 1 1/2' 3' 1 3' :' :' :' :' :x: 10 X....'..j(. :': CV •.'.':.•:.'::.':.'.':.':: 1 STAPLE PER SO. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SO. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 REQUIRED DUE TO DEPTH OF FLOW. VIEW OF A GRAVEL DONUT END SECTION PROTECTION 275..;.:: :::::::::::::::f::::`:: PROSPECTIVE 250 ......::: :::: ::::::::::::::::::::::::::::•:: WITH A TEMPORARY DIKE DOWN SLOPE. 725 B 200 .. . `` •••.•••••.' •: ..... �; . .::......::•::•:•:•::• ::•:•:::•:�::• SLOPE 175 ............:::.......:... :::::::::::::: TEMPORARY SEDIMENT POOL LENGTH 150 C ............................. (Fr.) 125 . . B ...... . ...... x - - - - -- 100 X 75 1-2 FT. 2:1 A .: ; 25 B CHANNEL LININGS UTILIZE STAPLE PATTERN °C" --- - - - - -- 0 • • • • • WITH ADDITIONAL STAPLES ON SIDE SLOPES AT 3:1 FINE GRAVEL ° 4:1 3:1 21 1:1 CHANNEL PROJECTED WATER LINE. FACE (I FT. 1 FT. SLOPE GRADIENT LINING MIN. THICKNESS) ° STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN �- iii -iil- 11 -i11� 11- i11 -II -III -I 1- II- i _ - I EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY - III = III = III =I I (� I� I =I I =III =I I III -I I -I I I- III -III -� _ _ DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. �� I 1= III =1 1= III =1 I I= III = III =1 I III =III =1 1=1 1= III =1 I =1 11=1 = _ -- III =1 I T= III =I I 1 =III =__ -III I I AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE =1 11=1 l I= III -III _� 11 =1 11- III -1 I I I; ,III I I I i I I I I I I I I I I I 1 I I I I TI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I =III= DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE 1 i I I i I -III I (I -1 I l -1 I BLANKETS, STAPLE PATTERN "C° SHOULD BE UTILIZED. 3 IN. STONE EL DONUT END SECTION PROTECTION. 2 CROSS- SECTION VIEW OF A GRAY ON SLOPE APPLICATIONS, THE TOP of THE EDGES OF THE BLANKET SHOULD THE BLANKET SHOULD BE 'SLOTTED IN' BE BUTTED AGAINST EACH OTHER, THE ABOVE THE BREAK OF THE SLOPE OR AT EDGES OF THE SCC225 SHOULD BE A MINIMUM, STAPLED IN PLACE WITH .".. -. , . i� n /'� w 1 I I T i A 1 i1 c� r TI r11� I 0 D n Tl7 r TI O KI OVERLAPPED 2 °. STAPLES 6' APART ON THE END OF THE BLANKET. GEOTEXTILE FABRIC IU SIAtliuLt -� FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION 2 stakes (typ) per bale bindings to be placed parallel to ground Plan (n.t.s.) flow straw bale - stake (typ) straw bale iq ll /� -3 " -6 "undertoe Profile (n.t.s.) SEDIMENT FILTER DETAIL aw ,; .• � �. ••'fir'•!► a-� ♦1� .�:`��'!•`• Iii •r•• THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. > a. 7, ROLL BLANKETS SWAM OUT IN DIRECTION r nr WATM n AW 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6" IN A 'SHINGLE EFFECT'. PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. 5 HIGH VELOCITY CHANNEL APPLICATIONS, '`- CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6" DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKRUD AND SEEDED. ter,���n►l nl AA11 /r'T IAIC%TAI I AT111A1 Seedbed Preparation Elongation................................. ............................... Warp 50 % Apply lime to raise the pH to the level needed for species being 50 lbs. seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per Irrigation needed during this period. To control 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to > 70 % test. Application of 150 lbs. of ammonium nitrate on areas low in organic Slurry Flow Rate ....................... ............................... matter and fertility will greatly enhance vegetative growth. Wheat or Rye Work the fertilizer and lime into the soil to a depth of 2 -3 inches Oats with a harrow, disk or rake operated across the slope as much as possible. .8 5.5 -8.3 Annual Ryegrass Seeding use mulch. Select a seed mixture based on projected use of the area (Figure 5 -2), 25 while considering best seeding dates. See Figure 5 -3 this sheet. If toler- 5.5 -8.3 ances are a problem, such as salt tolerance of seedings adjacent to streets * and highways, see Figure 5 -4 this sheet before final selection. Red Clover ** Figure 5 -2: Permanent Seed Mixtures .12 Non - Irrigated* Species Seeding Rate Suitable pH Site Suitability* Irrigated lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Dormant Seeding ** Temporary Seeding and Stablization Dates Permanent Seeding D Level and Sloping, Open Areas Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... Irrigation needed during this period. To control UVResistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... erosion at times other than in the shaded areas, 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 C(0(an ICU use mulch. 2. Tall Fescue 25 .6 5.5 -8.3 1 * Late summer seeding dates may be extended 5 days Red Clover ** 5 .12 W if mulch is applied. ** Increase seeding application by 50 7.. 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 NOTE: MULCHING REQUIRED WHEN ACTUAL COND11ONS HAMPER THE Creeping Red Fescue 15 .4 ESTABLISHMENT OF VEGATATIVE GROUND COVER. Steep Banks and Cuts 0 v � FIGURE 5 -3 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Temporary Seedings Kentucky Bluegrass 25 .6 - - 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Kind of Seed 1000 Sq. Ft. Acre Remarks Emerald Crownvetch ** 10 .25 - Wheat or Rye 3.5 Ibs. 2 bu. Cover seed 1" to Lawns and High Maintenance Areas 1 1/2" deep 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 - Spring Oats - 2.3 lbs. 3 bu. Cover seed 1" deep Creeping Red Fescue 40 .9 - 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* (Turf Type) B. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * Not necessary where mulch Is applied. * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 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 SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" IS 1 1111111111111111111 12" MIN GROUND SURFACE I 2' -0" MIN ' ` - COMPACTED EMBANKMENT 3:1 OR FLATTER ~ MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: ED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 1. CONCRETE WASHOUT AREA SHALL BE INSTALL 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. VARIES _ I ApE , GRADE (NEW OR EXISTING) \ (NEW OR EXISTING) 3.25' 3.25• 5`OpE 1 X J..1 SLOPe MP I i S-75 EROSION CONTROL SEEDED AND BLANKET AS MANU. BY STRAW MULCHED - NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE NONE 't 6- HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUIEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) PAVEMENT HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SILT FENCE PAVEMENT Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. �J RUN OFF All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. >o moo All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. PAVEMENT Fabric Weight ............................ ............................... 4 oz /syd War 125 lbs PAVED AREA INLET SEDIMENT BARRIER NO SCALE 1 3 SEEDING -� GrabStrength ........................... ............................... p Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UVResistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % XREF: S: \4k \4477 \001 \dwgs \4477001t.dwg /---Stakes ® 5' O.C. bIit rence Mat( II 6 11 MIN. TURN DOWN Fence Post EROSION CONTROL BLANKET /►ll R (NORTH AMERICAN GREEN all �I11 S -75 OR EQUAL) EXISTING GRADE -II 1= Ground Surface \-Silt Fence Material Should Fence Post Should EROSION CONTROL be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. MATTING DETAIL SI LT FEN CE DETAIL N TS CROSSBARS BEEHIVE INLET OR DRAINAGE COVER SILT FENCE X X IL S JO�Kp��E X 24 X W W LATHS X x 10' +_ SILT FENCE MATERIAL �' SILT FENCE EXTENDS ` 6" BELOW FINISHED GRADE TYPICAL NOTE: 1. SEE SILT FENCE DETAIL TYPICAL TOPSOIL STOCKPILE- FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. IKII CT DDOTEYMO l _ III T PP Z 0 Cn 5 w R ITru,l 0 No. PE19500260 -10 STATE OF P.. A� ! / /! ! 1 1 111111111 1111 \ \ DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) • khn id THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY. AF RDR SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAIL DRAWING FILES: S: \4k \4477 \002 \dwgs \C801- C802.dwg XREF: S: \4k \4477 \002 \dwgs \Titlel.dwg XREF: S: \4k \4477 \001 \dwgs \4477001t.dwg XREF: S: \4k \4477 \001 \dwgs \From Weihe \W020174. XREF: S:\4k\4477\001\dwgs\001bs.dwg XREF: S: \4k \4477 \001 \dwgs \4477001C.dwg SHEET NO.: C(0(an ICU > U W Cn Q P z F-i- -1 x :2: 0 v � U � O DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY. AF RDR SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAIL DRAWING FILES: S: \4k \4477 \002 \dwgs \C801- C802.dwg XREF: S: \4k \4477 \002 \dwgs \Titlel.dwg XREF: S: \4k \4477 \001 \dwgs \4477001t.dwg XREF: S: \4k \4477 \001 \dwgs \From Weihe \W020174. XREF: S:\4k\4477\001\dwgs\001bs.dwg XREF: S: \4k \4477 \001 \dwgs \4477001C.dwg SHEET NO.: C(0(an ICU STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: Church Building Addition, additional parking areas and detention facilities. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached Topo /Boundary Survey Sheet B101. LATITUDE: N39'55'39" LONGITUDE: W8612'15" A6 Location of all lots and proposed site improvements: See sheet C101 to C104. A7 14 Digit Hydrologic Unit Code: 05120201090070 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: Proposed detention facilities discharge to the south and southwest. See Site Grading Plan & Utility Pion Sheets C102 & C103 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: A small creek located at the southeast corner of the property, see Site Plan Sheet C101 for more detail. All Receiving Waters: Crooked Creek Al2 Identification of potential discharges to groundwater: Existing sanitary sewer pipes. A13 100 Year Floodplains, Floodways and Flood Fringes: None known. A14 Pre - Construction and Post Construction Peak Discharge: 10 year Pre - Construction Peak Discharge = 25.1 CFS 100 year Post Construction Peak Discharge = 21.8 CFS A15 AJ,�ocaqf ZDnd We fSee StDimwDter PD.1JvNDn Prev€ntlDn PJDn Sheet C104 for more information): North: Residential South: Residential, multi - family East: Vacant West: Residential A16 Locations and approximate boundaries of all disturbed areas: See Sheet C104 for locations. A17 Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan Sheet C104. A18 Soils Map including descriptions and limitations: See sheet C801 for soils map, descriptions and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Utility Plan Sheet C103 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: (None) or See Site Development Plan Sheet C101. A21 Locations of Soil Stockpiles: See Stormwater Pollution Prevention Plan Sheet C104 for soil stockpile location(s). A22 Existing site topography. See Site Grading Plan Sheet C102 or Topographic Survey Sheet 8101 for existing site topography. A23 Proposed final topography. See Site Grading Plan Sheet C102 for proposed site grading and drainage patterns. BI Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. B2 Sequencing of stormwater quality implementation relative to land disturbance activities: See Sheet C104. B3 Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheet C104 for location or-` Sheets C801 -C802 for construction entrance details and specifications. 8 � Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheet C104 for locations of sediment control measures and Sheets C801 -C802 construction details and specifications. 05 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C104 for locations of sediment control measures and Sheets C801 -C802 construction details and specifications. B6 Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of inlet protection measures and Sheets C801- C802 construction details and specifications. 137 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C104 for locations of runoff control measures and Sheets C801 -C802 for construction details and specifications. B8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of stormwater outlet control measures and Sheets C801 -CS02 for construction details and specifications. B9 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheet 0104 for locations of grade stabilization control measures and Sheets 0801- C802 for construction details and specifications. B10 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheet C104 for locations of various stormwater quality measures and Sheets C801 -C802 for construction details and specifications. 811 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C104 for locations of temporary surface stabilization measures and Sheets C801 -C802 for construction details and specifications. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of permanent surface stabilization measures and Sheets C801- C802 for construction details and specifications. B13 Material handling and spill prevention plan: u ose: 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 Arnendements: 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 AND groundwater contamination. The facility does have city sanitary sewer and city water. Prediction of Potential Spills: 1. Nearest Navigable Water. Croked Creek 2. Drainage System: All storm (rainage leaves the site by discharge from the proposed detention facilities. 3. Possible Spill Sources (During aid post construction): Vehicular sources such as leaking fuel or oil, brake fluid, gease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, point, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contaimination. Alert Procedures for S�IIs: 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 local Fire Department Phone: 9 -1 -1 d.) Notify the local Police Deportment Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer 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. B 14 Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dam Maintenance Requirements 1. inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. . Silt Fence Maintenance Requirements 1: Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment trop3 ifter each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled emE.xnkment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced .rip -rap, being careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining oreos and stabilize it. Sandbag Curb Inlet Barrier Maintericace Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any areas) shows erosion, pull back that portion of the blanket covering it, re- seed the area and relay and staple the blanket. 3. After vegetative establishment check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B 15 Erosion & sediment control specifications for individual building lots: Not applicable. See Sheets C801 & C802 for Construction details and specifications for erosion & sediment control on this site. Cl Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the waterway or storm sewer system. 3. It is recommended that any proposed wetland areas and plantings (if any) be constructed /placed after final grading and sufficient vegetative growth has been established to a point where sediment /pollutants will not enter the proposed wetlands. 4. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by an association or local agencies. 5. Inspection and maintenance is the responsibility of the developer /owner or his designee until project completion and the owner thereby accepts responsibility for the individual lot. C 3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of: 1. Reducing or eliminating post - project runoff. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Typical stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) include: a. Detention /Retention devices b. Reducing Runoff or Direct runoff from impervious areas c. Vegetated strips and /or swales d. Permanent erosion control seeding and plantings e. Outlet protection & velocity dissipation devices f. Earthen dikes, drainage swales and lined ditches g. Rock slope protection h. Mulching It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C104 for locations of permanent stormwater quality measures and Sheets C801 & C802 for construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination off 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 Application These procedures are suitable on ai; construction projects where an onsite yard area is necessary for storage and rnaintenance� 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 u$ed tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and _Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materialls 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 Ibe 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 MointenonC,e Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEPvIENT Description and Pua= Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. inform trash - hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash doily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwoter discharges occur inspect construction waste area regularly. Arrari je for regular waste collection. The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. . - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERIHG AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non- stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. 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. Des'crip l ic r).. 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. A ppro.,o rio t e A p.,,9 ;'co t.*cns.- Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implemen t.� tic n: . 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. VC renan, e: 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 reduced by one -half. Sediment Trap Giescrlp t!cn: 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. Ar proprl7 l e Ap,�1, �o t,'cns.- Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. kopleme;ntotlr) n: 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. M, Gin tEnGn;; e: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. - Gravity Bag F� ilter Descripliorl 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. ApF,roprioto AFpliccrions.- Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. lrnple,-rer to bor: 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. . //loin t °nonce: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate.The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: Is this Evaluation followina a rainfall Yes Date of Inspection: No If ves_ dnfe fhe rein (;fnnnpd- Inr,hac No. PROBLEM or CONCERN YES NO I N A 1. is the site information posted at the entrance? I RDR SHEET TITLE: STORMWATER POLLUTION 2. 1 Are all necessary permits attained and special provisions being implemented? S: \4k \4477 \002 \dwgs \C801- C802.dwg XREF: S: \4k \4477 \002 \dwgs \Title1.dwg XREF: S:\4k\4-477\001\dwgs\4477001t.dwg 3. 1 Is a construction entrance installed? Is it effective? Is it enou h XREF: S: \4k \4477 \001 \dwgs \4477001 C.dwg x (D - (C 1%1�(92 1 4. Public and rivate streets are clean? C..) 5. Are appropriate practices installed where stormwater leaves the site? 6. Silt fence is entrenched into the round? = U 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? Terminated to higher round? Property joined at ends? 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? z .<4 z 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? w w w 10. Diversions swales and/or waterbars are installed to plan and protected? 11. Perimeter practices have adequate capacity and do not need to be cleaned out? P4 cl� 12. Inlet protection is installed on all functional inlets? not filter fabric under rate r4 13. Inlet protect ion is installed so water does not flow under it? CD 14. 1 The frame, cross-bracing and/or stakes are adequate and meetspecifications? 15. The fabric straw, mulch and or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or rotected? . 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. 1 Growing vegetation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been properly prepared for seeding? 27.1 Hard or soft armoring is installed where natural ve etation will erode? 28. Water pumping operations have a protected outlet and dischar e water is clear? 29. A designated washout is established for concrete trucks? 30. A dum ster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate N01 are complying with the overall Ian? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Date: Contractor Representative contacted, name and date: Date: Report Submitted by: Date: &5 0 Vn � - X � ��R T p %,,, _\ I�Q .... 'N-P . > S TE. 1:11 .. � �F 1 O t � = . 0. . '� =. PE19500260 ' = �� STATE OF .: Q::: � ,� �; o '. � � /ND+ ANP..... 'S, �i,�i �s ........ C�\Cj `�,*� on�A. �7// M/ ifill11111ti11���`� L.I.-I/ DATE: i GRADE T.C. 11 1 II11 111111 111111 NEENAH TYPE CASTING NO. R- 3286 -8 r- ASPHALT .......... e........ e.... 24" .. s. v.; ..o...e••••p••••• OPENING . " ALTERNATE CASTING - CURB PIPE UNDERDRAIN 15' IN -r ---EACH DIRECTION UNDER PAVEMENT. SEE DETAIL 36' CONCRETE COLLAR 00 \\I EACH STREET CENTERLINE. OO oo 00 1 0° � �. I STORM MANHOLE GRADE NEENAH TYPE CASTING RIM n NO. R -3433 (OR EJIW 5230) I Q I I I 4" ea°. 00 NIN .c:•.•n U I I I R D 0 0 .f GRADE C=D BEEHIVE INLET NEENAH TYPE CASTING T. C. No. R -4342 I a ''0 4" MIN ° °asp <°ae RISER RING • A A A ALTERNATE CASTING - YARD 4:.....::a: .....':d:' ............ :. �6" MIN. SUMP REQ'D. ............ .......'.' d' .'.a.'.'.'.'.'.y.'::.�:.e.'.::. STANDARD REINFORCED CONC. BASE DIMENSIONS (INCHES) �- A MAX E I.D. C (MIN) 12 36 Z 15 36 21 18 48 XREF: S: \4K \4477 \002 \dwgs \Tt1e1.dwg 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 1 36 1 60 44 42 1 60 STORM MANHOLE DETAIL 1s NO SCALE TYP E C �13 r' STORM MANHOLE NEENAH TYPE CASTING NO. R -3472 T. C. r- ASPHALT 100' z: TOP OF CURB lo TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) CURB JOINT DETAIL 10 C803 ......... .' 'A'. ....... 24 "x 24" 6" MIN. r:'a:• :it:' ..... I I VAR PIPE SIZE 18" MAX I I .................. 6" STONE BEDDING OF #8 STONE PAVED AREA INLET 15 TYPE A �13 2' 1" RADIUS 8 " 4 ' PAVEMENT d ' d . d A• • 4' •.A •. d ' °• : a . ' .' 6"x18" CURB d,, a n d a. d• .. A 2' CURB END-- TAPER d 2'r :'. :0:0:0:0. a 2'r 0....' d 4 a d.a 4. ....................... Q 4 N ......... .............. ... .....I.. .................... N 6" STRAIGHT CURB — 6" STRAIGHT CURB EDGE OF PAVEMENT CURB TURN -OUT DETAIL VARIES M/E PAVEMENT 2% — 4q TYP. SLOPE TO M/E ° •8. 8•° •o•v 0000 0000 °' 3 MIN 00000 0o 0a 0 o0o 00000000 • o• o• o• o• o• o• o• o• o• o• 1 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 o• o• o• o• o• o• o• o• o• o• 0 0 0 0 0 0. 0 0 0 0 0 0 �o 0 0 0 0 0 o e o 0 0 0 0 0 0 0 coo 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 0 0 0 0 0 0 0 0 0,0 0 o• o• o• o• o• o• o• o• o• o• o• o• o o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• o• 0 °0 °O °0 °0 °0 °O °0 °0 °O °0 °0 °0 0000°00 a 0o0e0o0o0000000000000000000000 00000 °00 00 00 00 00 0°00 O• O• O. O• O• O' O• O• O• o• o - o O" o• O' • O. O• o• O• o• O• O• o• o• O• O• O• 7' O• O• O • O° O• • O• o - o• O• o• O• O• 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 0 o a o 0 0 0 0 ° 0 0 0 0 0 0 O D O ,.0.0.0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O° O• O° O• O° ° O• O' O. O O° O° • O• O° O° O• Oe pe pe 0• pe pe pe ° 0 0 0 0 0 0 0 o e � o o o a o e e a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3r p• p• 0• pe pe Oe • 0• O 0• p• p• • O• 0. 0• pe p• pe pe p• pe pe pe 00000000000° 000000 000 00000000000000o0o0o0o0o e . e e . . e . e . o e o ° no e e e o ° SHOULDER 1" HAC TYPE A SURFACE 6" STONE 5" HAC TYPE A BINDER (2 LIFTS) 14" STONE AGG. BASE (COMPACTED) *PREPARED SUBGRADE PER INDOT No. 207 e COMPLY WITH HAMILTON COUNTY MATERIALS SPECIFICATIONS TYPICAL PAVEMENT SECTION 11 (WITHIN RIGHT OF WAY ONLY) > °O o °0 o °O O °O • o °0 O o O O ° • oo o °0 o 0 O • O ° ° 0 . ° 00 • o 00 • o ° O • O °° O O ° O ° oo ° oo e o•° o•o e ac ° oo ° o•o ° o.o ° oo ° oo 0 o 0 0 0 O o 0 0 0 0 O• o o O• o ° O o O• o O• o O• o O• o° O• o° ° 0 O• o ° ° ° ° O O• o000oOo0oO°0• o O 0 011, o° o' o° O o° ° O° ° ° Oo ° ° ° O° 0. 0 Oo ° O• o OoO o O• o ° O• o 0 O• e O• o 0 O• o 0 O• o O• o 0 o• o O• o o 0. 0 e 0• 0 0 O• o 0 0 ° . O °O . O 0 • 00 000. 000 • 000• 000 . o 00• 0 00•o 0 O • o O . ° °0 O 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 3" H.A.C. 12.5 MM INTERMEDIATE MIXTURE 8" #53 STONE e PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 12 C803 (HEAVYDUTY)_ • 0 - 0. 0` 0 ° 0— 0 e 0 0. 0` 0 e 0` 0 • 0` 0 • 0 0. 0 00 e p 00 e 0 °O a 0 00 • 0 °o 0 00 e 0 00 e 0 00 • 0 00 e 0 C 0 • 0 0 0 e 0 0 0 e 0 00 ° 0 00 0 0 0 0 0 0 0 4 0 0 0 • 0 o 0 0 • 0 00 e 0 0 0 a 0 0 a 0 0 e 0 00 0 0 0 0 e 0 0 0 • 0 0 0 • 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 13 Saw Cut Saw Cut 0.3 D --� �-- -� �-0.3 D PAVEMENT REPAIR SECTION DETAI (D.C.A.M. # 93.01) X =WIDTH OF SIDEWALK X IF X< 48" THEN HANDICAPPED PARKING SIGN 6'— 0 SLOPE OF FLARED SIDE SHALL NOT e EXCEED 1:12 d°.. ° • .e O d ° A •a m �a- , •' d , •A of Of W/ QQ :mod /j� Q ° 0 Q � ° A • (U °• . a•: Al' d' 00.0 �� A i 4 ° A 1:10 1"10 PLAN VIEW 6' -0" MAX. 1:12 SLOPE PAVEMENT CO ; d' • .vim' ,__, - S_:''_ ^:..r �i- .•_'',_..^= ..�.•� -- $' ar '' HANDICAPPED 5' HANDICAPPED •...a' TYP. TYP. o 0000 0 o8b CONCRETE CURB 0 6" 8' FOR VAN ACCESSIBLE SECTION A —A WHEELCHAIR RAMP DETAIL /"5 HANDICAP PARKING STALLS 1 C803 NO SCALE C803 i I 4' -0" MIN. 1 1' --. -: TOP SOIL MIN I I I I PREPARED SUBGRADE R /W LINE TYPICAL SIDEWALK SECTION 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. 48' -0" BETWEEN EXPANSION JOINTS (MAX.) '��.'� '••��•F.' .'r' '►:'• '�.' . }' ''•i�'. :'�..'• _ 'ice ��,•�: ,r.'� 'i�. .' +� :'�;', -. CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 6 C803 CONCRETE WALK GRADE SLOPE: 6" 1/4" PER FOOT 1/4- R :�. ; 7:,•' .. .�.' PAVEMENT ' N SCORE 1/4- R 4' COMPACTED 00To 0• SUBGRADE 6" ado °• 0 CONCRETE CURB AND WALK 7 r%nr NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP K"2 C803 SYMBOL DETAIL' NO SCALE 12" 0 RESERVED GREEN - ILLUMINATING TAPE (LETTERS) PARKI[IG BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) VAN GREEN - ILLUMINATING TAPE (BORDER) AMELE O 0 "VAN ACCESSIBLE° TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL NO SCALE C8O3 STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN n LANDSCAPE AREA INSTALLED IN PARKING LOT. I ( HANDICAP LOCATIONS 2 -SIDED I I n WHERE STALLS FACING. 11 II II II 2" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6" STEEL PIPE FILLED W/ CONCRETE >PHALT (3 1/2" MIN.) o MIN.) CD a I I W Stone 16 W W I I �- 2' -0' MIN. TO I I = CURB I ( N 9M /- LJ m S2 ss then break out. MOWING EDGE � N CONCRETE 3000 PSI - 1 1/2"r PAVEMENT 1/2 "r /--3" OF TOP SOIL - EXISTING - GROUND o GRANULAR o' °a• o_����� _ BACKFILL °e. 6'• 1.0".p 0 VARIABLE STRAIGHT CONCRETE CURB DETAIL (D.C.A.M. # 12 -02) ;:a ` :�' �- Z : , Z w CW Z p GENERAL p ELL Dw XREF: S: \4K \4477 \002 \dwgs \Tt1e1.dwg V) . ,.'' w U) 0- wU L Z Z o W > 10' Ld > �H w2 v0 TRAFFIC SIGNAGE z 6' -0" BETWEEN z cvC < < TRANSVERSE JOINTS W 48' -0" BETWEEN EXPANSION JOINTS (MAX.) '��.'� '••��•F.' .'r' '►:'• '�.' . }' ''•i�'. :'�..'• _ 'ice ��,•�: ,r.'� 'i�. .' +� :'�;', -. CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 6 C803 CONCRETE WALK GRADE SLOPE: 6" 1/4" PER FOOT 1/4- R :�. ; 7:,•' .. .�.' PAVEMENT ' N SCORE 1/4- R 4' COMPACTED 00To 0• SUBGRADE 6" ado °• 0 CONCRETE CURB AND WALK 7 r%nr NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP K"2 C803 SYMBOL DETAIL' NO SCALE 12" 0 RESERVED GREEN - ILLUMINATING TAPE (LETTERS) PARKI[IG BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) VAN GREEN - ILLUMINATING TAPE (BORDER) AMELE O 0 "VAN ACCESSIBLE° TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL NO SCALE C8O3 STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN n LANDSCAPE AREA INSTALLED IN PARKING LOT. I ( HANDICAP LOCATIONS 2 -SIDED I I n WHERE STALLS FACING. 11 II II II 2" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6" STEEL PIPE FILLED W/ CONCRETE >PHALT (3 1/2" MIN.) o MIN.) CD a I I W Stone 16 W W I I �- 2' -0' MIN. TO I I = CURB I ( N 9M /- LJ m S2 ss then break out. MOWING EDGE � N CONCRETE 3000 PSI - 1 1/2"r PAVEMENT 1/2 "r /--3" OF TOP SOIL - EXISTING - GROUND o GRANULAR o' °a• o_����� _ BACKFILL °e. 6'• 1.0".p 0 VARIABLE STRAIGHT CONCRETE CURB DETAIL (D.C.A.M. # 12 -02) ;:a ` :�' �- , •1 ly ' PAVING BASE : , Of CHECKED BY: O Fr°° —nI W SHEET TITLE. GENERAL CID V L S: \4K \4477 \002 \dwgs \C803 XREF: S: \4K \4477 \002 \dwgs \Tt1e1.dwg SHEET NO.: . ,.'' CONCRETE FOOTING ='L .,1:': CONCRETE FOOTING •, o 10' 18' TRAFFIC SIGNAGE 4 NO SCALE 0803 z 0 LrJ ����;: srE;� •..sue *: No. : *= PE19500260 C3' STATE OF F �. S8/0NAk- ' /�''�� / / /IIIIlIIIII t41t11 \ \ \ §§N DATE: 4 THIS DRAWING AND THE IDEAS, ESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) n THE SCHNEIDER CORPORATION Historic Fort Horrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 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.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: O Fr°° —nI SHEET TITLE. GENERAL DETAILS V L S: \4K \4477 \002 \dwgs \C803 XREF: S: \4K \4477 \002 \dwgs \Tt1e1.dwg SHEET NO.: (C W � � W � z � z `) W ► W CD W w V 1 0 F� DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR SHEET TITLE. GENERAL DETAILS DRAWING FILES: S: \4K \4477 \002 \dwgs \C803 XREF: S: \4K \4477 \002 \dwgs \Tt1e1.dwg SHEET NO.: (C �, 9" 4 Fj C SC010 I I- ?I�I - - - -- a I PIPE CONCRETE ° �) I w CULVERT END SECTION ICI COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED PAY LENGTH END SECTION ON SIDE SLOPE WHEN Y 6 OF CULVERT LENGTH (D) CALLED FOR ON PLANS PLAN VIEW SLOPE DETAIL DIA Grooved end on outlet end tongue end on inlet end D 1 1 /2'r tnil ' A SECTION Y -Y Q 0 0 9" a 12'CtoC M AX. SP ACI N HOOK e Groove (or tongue) to 'cv BOLTS be the same as on standard o reinforced concrete pipe I ASTM designation C76 q iv CLASS 'A' CONCRETE CLASS 'A' LONGITUDINAL SECTION CONCRETE E +2T I f SECTION A -A CONCRETE PIPE TOE ANCHOR 2500 psi CONCRETE BOTTOM OF TRENCH Perspective View —earth cut away \ O To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE 12 C804 /_ PAVEMENT .° ° .° 0 °0 • o °0 • o 0.0,0 0 • o °O • 00 . o °O • o ° ° O • o ° O . ° ° ° . o ° O . 0.0 . O•°° O, O° O• O ° ° 0.0 ° 0.0 ° 0.000., / PEA GRAVEL ° °°'° °°'° °°'° /y o° ' 0 000 0° 0 000 BACKFILL0 0 000 ° ° 0 °'O °'O °'O ° . ° ° ° . ° ° O . 0.0 . o \� °O • 0 00 • n °O • o °O ♦ \/ o° °•o°O•o °0.0 °0• Oo0,O °O• ° ° 00 C °. . °°°. Z ° • o ° 0 • 0 0 ° O.O ° 01 ° °o °' o ° o °O ° °O . Cp 4" 4" (MIN (MIN PIPE UNDERDRAIN IN PARKING LOTS � �O4 EDGE OF PAVEMENT, CURB, GUTTER OR MIN. 6" TOPSOIL SIMILAR STRUCTURE 5' OR LESS TO ENSURE GRASS IN THE PUBLIC R/W GROWTH "B" BORROW OR EQUIV. y \ GRANULAR MATERIAL MIN. 1.25 Bc +12" COMPACTED TO 95% STANDARD PROCTOR .. - . DENSITY' , .. MIN. 12' J+ CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE Bc 4' WITHIN 5' OF EDGE OF PAVEMENT NOTE: ALL BEDDING do INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12' BALANCED LIFTS A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE TRENCH DETAIL $ PLASTIC PIPE (PVC & HDPE) C804 C.A.M. # 500 -03 EDGE OF PAVEMENT, MIN. 6' TOPSOIL CURB, GUTTER OR TO ENSURE GRASS SIMILAR STRUCTURE GREATER THAN 5' GROWTH IN THE PUBLIC R/W REGULAR BACKFILL "B" BORROW OR EQUIV. GRANULAR MATERIAL MIN. 1.25 Bc +12" COMPACTED TO 95% STANDARD IPROCTOR DENSITY MIN. 12' 18 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL •'' HAND TAMPED OR WALKED INTO PLACE \ _Bc 4, GREATER THAN 5' FROM EDGE OF PAVEMENT NOTE: ALL BEDDING do INITIAL BACKFILL SHALL BE INSTALLED IN 6' TO 12' BALANCED LIFTS A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE ' TRENCH DETAIL do rq_"� PLASTIC PIPE PVC HDPE) C804 C.A.M. # 500 -04 LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE TYPICAL UTILITY CROSSING 10 NO SCAL C8O4 REINFORCED ED( r 2" REINFORCED CONCRETE PIPE THREADED ROD ROD HOLDER d \ A J W ;- A PLAN VIEW END VIEW PLATE -L SIDE VIEW DIMENSIONS OF GALVANIZED STEEL END SECTIONS FOR ROUND PIPE TYPE OF PIPE DIMENSIONS OF CONCRETE GAGE DIMENSION APPROX. SLOPE A +1" B (MAX) H +1" L +1 1/2" END SECTIONS FOR ROUND PIPE R.C.P. 12 .063 2a• �D 34 ao' 6 DIA T A C D E K RI P APPROX. R.C.P. 18 .063 9 1 12 (MIN) 36 42 2 1/2 R.C.P. 21 .063 10 WEIGHT 6 41 48 2 1 2 R.C.P. 12" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1 8" 9" 800 .079 14 A 9 15" 2 1/4" 7" 4' -0" 6' -3" 2' -6" 1.5 12 1/2" 11 1,100 84 2 1 2 R.C.P. 1 42 18" 2 1/2" 11" 4' -1" 6'-2" 3' -0" 1.8 15 1/2" 12' 1,300 18 30 12 A 21" 2 3/4" 11' 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13 1,500 1 3/4 PLACE 1/2' DIA EXTRUDABLE 24" 3" 1' -0" 2' -8" 6 - -3" 4' -0" 2.3 16 3/16" 74" 1,800 PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). 27" 3 1/4" 1' -1' 2' -5" 6' -3" 4' -6" 2.6 18 1/2" 141/2" 2,100 PLAN VIEW 30" 3 1/2" 1' -2" 1' -10" 6' -3" 5' -0" 2.9 18 3/16' 15' 2,400 63' 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5 -6" 3.1 18 1/2" 17 1/2" 4,100 PRECAST CONCRETE 36" 4" 1' -5" 3' -1' 8' -3" 6' -0" 3.4 23 3/4" 20" 4,200 ADJUSTING RING OR FLANGE OF CASTING v ::............v: 4 " -12" 48" 5" 2' -0" 2' -2" 8' -2" 7' -0" 28 1/8" 22" 6,500 �k TOLERANCE +/— 1" NOMINALV2' BUM RUBBER 24" I.D. 1- I� PRECAST CONCRETE END SECTION 16 BASE EX RUDABLE PR ORMED GASKET MATERIAL TYr SEE DPW SPECS. 34 -O.D. GASKET DETAIL SECTION A —A C804 ADJUSTING RING DETAIL 13 (FIGURE 5 -4B) C804 /_ PAVEMENT .° ° .° 0 °0 • o °0 • o 0.0,0 0 • o °O • 00 . o °O • o ° ° O • o ° O . ° ° ° . o ° O . 0.0 . O•°° O, O° O• O ° ° 0.0 ° 0.0 ° 0.000., / PEA GRAVEL ° °°'° °°'° °°'° /y o° ' 0 000 0° 0 000 BACKFILL0 0 000 ° ° 0 °'O °'O °'O ° . ° ° ° . ° ° O . 0.0 . o \� °O • 0 00 • n °O • o °O ♦ \/ o° °•o°O•o °0.0 °0• Oo0,O °O• ° ° 00 C °. . °°°. Z ° • o ° 0 • 0 0 ° O.O ° 01 ° °o °' o ° o °O ° °O . Cp 4" 4" (MIN (MIN PIPE UNDERDRAIN IN PARKING LOTS � �O4 EDGE OF PAVEMENT, CURB, GUTTER OR MIN. 6" TOPSOIL SIMILAR STRUCTURE 5' OR LESS TO ENSURE GRASS IN THE PUBLIC R/W GROWTH "B" BORROW OR EQUIV. y \ GRANULAR MATERIAL MIN. 1.25 Bc +12" COMPACTED TO 95% STANDARD PROCTOR .. - . DENSITY' , .. MIN. 12' J+ CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE Bc 4' WITHIN 5' OF EDGE OF PAVEMENT NOTE: ALL BEDDING do INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12' BALANCED LIFTS A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE TRENCH DETAIL $ PLASTIC PIPE (PVC & HDPE) C804 C.A.M. # 500 -03 EDGE OF PAVEMENT, MIN. 6' TOPSOIL CURB, GUTTER OR TO ENSURE GRASS SIMILAR STRUCTURE GREATER THAN 5' GROWTH IN THE PUBLIC R/W REGULAR BACKFILL "B" BORROW OR EQUIV. GRANULAR MATERIAL MIN. 1.25 Bc +12" COMPACTED TO 95% STANDARD IPROCTOR DENSITY MIN. 12' 18 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL •'' HAND TAMPED OR WALKED INTO PLACE \ _Bc 4, GREATER THAN 5' FROM EDGE OF PAVEMENT NOTE: ALL BEDDING do INITIAL BACKFILL SHALL BE INSTALLED IN 6' TO 12' BALANCED LIFTS A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE ' TRENCH DETAIL do rq_"� PLASTIC PIPE PVC HDPE) C804 C.A.M. # 500 -04 LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE TYPICAL UTILITY CROSSING 10 NO SCAL C8O4 REINFORCED ED( r 2" REINFORCED CONCRETE PIPE THREADED ROD ROD HOLDER d \ A J W ;- A PLAN VIEW END VIEW PLATE -L SIDE VIEW DIMENSIONS OF GALVANIZED STEEL END SECTIONS FOR ROUND PIPE TYPE OF PIPE PIPE DIA IN INCHES GAGE DIMENSION APPROX. SLOPE A +1" B (MAX) H +1" L +1 1/2" W +2" R.C.P. 12 .063 7 8 6 26 30 2 1/2 R.C.P. 18 .063 9 1 12 6 36 42 2 1/2 R.C.P. 21 .063 10 13 6 41 48 2 1 2 R.C.P. 24 .079 12 16 8 51 60 2 1/2 R.C.P. 30 .079 14 19 9 60 72 2 1 2 R.C.P. 36 .099 16 22 11 69 84 2 1 2 R.C.P. 1 42 .099 18 27 1 12 78 90 2 1 4 R.C.P. 1 48 .099 18 30 12 84 102 2 R.C.P. 1 54 .099 18 1 33 1 12 87 114 1 3/4 NOTE: FOR CORRUGATED METAL PIPE USE NEXT SMALLER DIAMETER END SECTION. METAL END SECTION DETAIL-- 1z EMERGENCY SPILLWAY CROSS SECTION NOTES 1. AVERAGE STONE SIZE FOR RIPRAP TO BE 6 ". 2. MINIMUM THICKNESS OF RIPRAP TO BE 12 ". 3. GEOTEXTILE TO BE POLYFELT TS700 OR APPROVED EQUAL. PLAN VIEW PIPE "' a w END CULVERT > SECTION RIPRAP & GEOTEXTILE' UNDER END SECTION TOE ANCHOR La OR TO EDGE OF SAFETY LEDGE 31 z STR.,# B La W XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX RIPRAP & GEOTEXTILE (SEE NOTES) SAFETY LEDGE. SEE LAKE CROSS l . " SECTION FOR DETAIL cV RIPRAP DETAIL ® END SECTION OUTLET PIPE TOP OF BANK ELEV— 854.85 18" RCP —/ INV— 847.80 4" SSD — INV— 847.80 10 "x10" SQUARE ORIFICE PRECAST REINFORCED CONCRETE BOX #4 REBAR GRATE, BARS ® 4" O.C. PLAN VIEW EACH WAY, SPOT WELDED ® ALL GRID POINTS TOP OF BOX ® ELEV — 850.30 �I '4•. �� ." . 1" x 1" NOTCH FOR REBAR GRATE . • .4 \ �d — N "V21" 848.50E ORIFICE GROUT IN BOTTOM OF BOX ELEVATION BOX INVERT — 846.50 SOUTH POND RISER BOX DETAIL 1 NO SCALE 0804 z 0 W o . No. PE19500260 STATE OF %0� INDIANA ''z/ 0 NAL DATE: %0 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) n THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 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.: 10/10/05 4477.002 DRAWN BY: CHECKED BY. 0 SHEET TITLE: GENERAL DETAILS 11 S: \4K \4477 \002 \dwgs \C804 XREF: S: \4K \447 \002 \dwgs \Tit1e1.dwg SHEET NO.: (C co� (D 4 �V W Q � Q F-4 o V 1 C) DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY. RDR SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \4K \4477 \002 \dwgs \C804 XREF: S: \4K \447 \002 \dwgs \Tit1e1.dwg SHEET NO.: (C co� (D 4 It OFFICE OF THE HAMILTON CO LINTY SURVEYOR BANK ARMORMENT AT OUTLET PIPE IN, OPEN CH�VNELS �x ,oP o ��MINrx vna�es a m� — � Oo �o � eiarv''ensKeT � A -�° oco 0 fig' RIPRAP 1N GA BIAN 6PSK¢T enivarea or rxc xE�o b.,rAes CROSS�AS EECTION rov or e.x:: cXo o o� ,oe o� s�oPe oo —o �e�T�R ��ne oe P�Pe rot of 8o� o EPL AN VIEiF HAMILTON COUNTY SURVEYOR'SoOFFICESC�LE A PPROV Ells SiANDAR� ?LAN o �..R .. o �o � owe 0- 4 OFFICE OF THE HAM�ILTQN �COLTNTY StJRV�EYOR RAN�I� ARl�IQRI�IENT .AT OtJT =LET PIPE OPEN CHANNELS TOP OF BANK TOP OF BANK 18- . - 18- - i 3' MIN. 3' MIN. ' O i � o WIDTH VARIES V � RCP OUTLET MIN. O O° O GE4- TEXTILEJ''�� ° O 2' 2' �0 � ~GEO- TEXXTILE MAT •. O � O , biAT Opp p o� „ 7-9 GRADED 18" ? -9 GRADED RIPRAP IN `\ o° RIPRAP IN GABIAN BASKET GABIAN BASKET GEOTEXTILE MAT SHALL EXTEND ENO MATTRES B" ALL THE WAY AROUND THE PERIMETER OF THE RENO MATTRESS. CROSS SECTION C T I O N F � TOP OF BANK � o O� a (TD off. - -TOE OF SLOPE___--- - - - - -- }O�aO OO QaQOpOQO� ----------------------- O I t �--- CENTER LINE OF PIPE I - -TOE OF SLOPE------ - - - - -- ��- __--__------------------- �OO�..J 000 O V1 O C>p . �a taro � TOP OF BANK t �-- - -12'= �G-- 12' ---r —� AN VIEW (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S " OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N & TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 * «« DESIGN NO YES YES APPROVAL 12 TO 21 30 X 30 « +« DESIGN NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36* OR * +« DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 36 X 36 + +* DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN * +« DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER MH /80X DESIGN YES** KENTON C.. ARD; HAMI TON COUNTY SURVEYOR DATE .O It OFFICE OF THE HAMILTON CO LINTY SURVEYOR BANK ARMORMENT AT OUTLET PIPE IN, OPEN CH�VNELS �x ,oP o ��MINrx vna�es a m� — � Oo �o � eiarv''ensKeT � A -�° oco 0 fig' RIPRAP 1N GA BIAN 6PSK¢T enivarea or rxc xE�o b.,rAes CROSS�AS EECTION rov or e.x:: cXo o o� ,oe o� s�oPe oo —o �e�T�R ��ne oe P�Pe rot of 8o� o EPL AN VIEiF HAMILTON COUNTY SURVEYOR'SoOFFICESC�LE A PPROV Ells SiANDAR� ?LAN o �..R .. o �o � owe 0- 4 OFFICE OF THE HAM�ILTQN �COLTNTY StJRV�EYOR RAN�I� ARl�IQRI�IENT .AT OtJT =LET PIPE OPEN CHANNELS TOP OF BANK TOP OF BANK 18- . - 18- - i 3' MIN. 3' MIN. ' O i � o WIDTH VARIES V � RCP OUTLET MIN. O O° O GE4- TEXTILEJ''�� ° O 2' 2' �0 � ~GEO- TEXXTILE MAT •. O � O , biAT Opp p o� „ 7-9 GRADED 18" ? -9 GRADED RIPRAP IN `\ o° RIPRAP IN GABIAN BASKET GABIAN BASKET GEOTEXTILE MAT SHALL EXTEND ENO MATTRES B" ALL THE WAY AROUND THE PERIMETER OF THE RENO MATTRESS. CROSS SECTION C T I O N F � TOP OF BANK � o O� a (TD off. - -TOE OF SLOPE___--- - - - - -- }O�aO OO QaQOpOQO� ----------------------- O I t �--- CENTER LINE OF PIPE I - -TOE OF SLOPE------ - - - - -- ��- __--__------------------- �OO�..J 000 O V1 O C>p . �a taro � TOP OF BANK t �-- - -12'= �G-- 12' ---r —� AN VIEW (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S " OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N & TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 * «« DESIGN NO YES YES APPROVAL 12 TO 21 30 X 30 « +« DESIGN NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36* OR * +« DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 36 X 36 + +* DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN * +« DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER MH /80X DESIGN YES** *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. * *INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL HE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTE COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED a' KENTON C. D. HAMILTON OUNTY SURVEYOR E D-18 OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR. FOR CONCRETE END SECTIOVS S[DE PROFILE TOP VIE[N s /eEa x P��z �,..sxcxs END PROFILE 9o�oN� s x HAMILTON COUNTY SURVEYOR'S oOFFICE STA;IDARD PLAN APPROVED pa �E�r � .w o. roe �o��r, s�a�E,oR rE 0 5 OFFICE OF THE HAMILTQ`N COUNTY S�CTRVEYOR FOR CON.�CRETE END SECTIONS SIDE PROFILE TOP VIEW STEEL ALL THREAD 1' LONG %2" MIN. DIAMETER .••'• •. 2, '-- a - - - - -- - -- - - - - - -- - -- - - -- �`� -= 1' STEEL NUTS & WASHERS 1' END PROFILE ` l 1 STEEL ALL THREAD BOLT HOOKS 1' LONG X X WIDTH OF END SECTION ALLTHREAD SPACING TO BE TWO PER FOOT EX: 12" END SECTION - 2 ALLTHREAD 24" 'END SECTION - 4 ALLTHREAD (DRAWING NOT TO SCALE) H.A.MILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN 'APPROVED: (� KENT C. WARD., AMILTON COUNTY SURVEYOR.' DATE �-! - z 0 w T Do S TF,QF =* No. PE19500260 - �� STATE OF �' AND I AN l / /i�n/ulnnl► ►ula��" DATE: � p �� llC (y THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services Gls * us Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Cn V 1 x �wI � W W � � U a U W o � O H—t U (C(11U:1)(0:5 DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR SHEET TITLE: GENERAL DETAII•S DRAWING FILES: S: \4K \4477 \002 \dwgs \C805 XRff: S:\4K\447\002\dwgs\Tit1e1.dwg SHEET NO.: YES Y YES APPROVAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTE COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED a' KENTON C. D. HAMILTON OUNTY SURVEYOR E D-18 OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR. FOR CONCRETE END SECTIOVS S[DE PROFILE TOP VIE[N s /eEa x P��z �,..sxcxs END PROFILE 9o�oN� s x HAMILTON COUNTY SURVEYOR'S oOFFICE STA;IDARD PLAN APPROVED pa �E�r � .w o. roe �o��r, s�a�E,oR rE 0 5 OFFICE OF THE HAMILTQ`N COUNTY S�CTRVEYOR FOR CON.�CRETE END SECTIONS SIDE PROFILE TOP VIEW STEEL ALL THREAD 1' LONG %2" MIN. DIAMETER .••'• •. 2, '-- a - - - - -- - -- - - - - - -- - -- - - -- �`� -= 1' STEEL NUTS & WASHERS 1' END PROFILE ` l 1 STEEL ALL THREAD BOLT HOOKS 1' LONG X X WIDTH OF END SECTION ALLTHREAD SPACING TO BE TWO PER FOOT EX: 12" END SECTION - 2 ALLTHREAD 24" 'END SECTION - 4 ALLTHREAD (DRAWING NOT TO SCALE) H.A.MILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN 'APPROVED: (� KENT C. WARD., AMILTON COUNTY SURVEYOR.' DATE �-! - z 0 w T Do S TF,QF =* No. PE19500260 - �� STATE OF �' AND I AN l / /i�n/ulnnl► ►ula��" DATE: � p �� llC (y THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services Gls * us Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Cn V 1 x �wI � W W � � U a U W o � O H—t U (C(11U:1)(0:5 DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR SHEET TITLE: GENERAL DETAII•S DRAWING FILES: S: \4K \4477 \002 \dwgs \C805 XRff: S:\4K\447\002\dwgs\Tit1e1.dwg SHEET NO.: z 0 w T Do S TF,QF =* No. PE19500260 - �� STATE OF �' AND I AN l / /i�n/ulnnl► ►ula��" DATE: � p �� llC (y THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services Gls * us Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Cn V 1 x �wI � W W � � U a U W o � O H—t U (C(11U:1)(0:5 DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: RDR SHEET TITLE: GENERAL DETAII•S DRAWING FILES: S: \4K \4477 \002 \dwgs \C805 XRff: S:\4K\447\002\dwgs\Tit1e1.dwg SHEET NO.: SHEET NO.: V) 0 Cn Of r- _ ._ �'r i ��% I _J f1J A / DATE: l C / t�tI'd S THiS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) Sc eider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering -_ PROJECT NO.: 02/10/03 4477.001 STORM SEWER SYSTEMS CHECKED BY: CD F--1 I ALF EARTHWORK GENERAL SPECIFICATIONS U) SHEET NO.: (Cs)(Gn 8. Earth Work Balance 1. SCOPE OF WORK STREETS H. Curing Concrete - Except as otherwise specified, 1. SCOPE OF WORK The Contractor shall confirm all earthwork quantities SANITARY SEWER SYSTEMS The work under this section includes all storm sewers, = U cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of prior to start of construction. If an excess or storm water inlets, and related items, including Transportation Specifications, latest revision. A. Extent: The work required under this section shortage of earth is encountered, the Contractor shall w � � excavating and backfilling, necessary to complete the z C�.� consists of all excavating, filling, rough grading confirm with the Owner and Engineer the requirements r4 !�4 TYPICAL SANITARY SEWER SPECIFICATIONS work shown on the drawings. 1. SCOPE OF WORK I. Bituminous Pavement - Hot asphalt concrete and related items necessary to complete the work for stockpiling, removal or importing of earth. TO BE USED FOR PRIVATE SEWER DEVELOPMENT The work required under this section includes all pavement shall be as specified in Section 402 indicated on the drawings and described in the sped, The Contractor shall notify in P Minor adjustments to the grades may be allowed to THIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT 2. MATERIALS O concrete and bituminous paving and related items • and must comply with Section 401.05 of the Indiana Department of Transportation writing he owners and the Engineer of an changes, 9 9 y g reduce a shortage of material but not an excess. REVISED MAY 2002 A. Storm Sewers necessary to complete the work indicated on drawings Specifications latest revisions. Paving will not errors, or omissions found on the plans or in "<� 1. Standard specifications of the District and Indiana Department of Transportation shall apply and limited described in the specifications, including but not P 9 to: be permitted during unfavorable weather or when the field, before work is started or resumed. I for all work and materials. Pipe shall be installed in accordance with Section 715. 1. Reinforced concrete sewer pipe shall confirm the temperature is 40 degrees F. and falling. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM to ASTM C -76 latest revision, with joints 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic conforming to ASTM C -443 latest revision. All streets, parking areas in contract limits Curbs and gutters J. Compacted Aggregate Subbase -the thickness shown 1. In general, the items of work to be having a cell classification of 124548. Sidewalks and concrete slabs, exterior steps on the drawings is the minimum thickness of the performed under this section shall include: 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. 2. Corrugated PE Pipe and Fittings: AASHTO M 294, fully compacted subbase. Compaction shall be clearing and grubbing, removal of trees and Fittings in sizes through 8" shall be molded in one piece with elostomericM joints and Type S, with smooth waterway coupling joints. 2. MATERIALS accomplished by rolling with a smooth wheeled stumps (where required), protection of trees minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10 and larger shall roller weighing 8 to 10 tons. Compact to 90% to remain, stripping and storage of topsoil, be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe A. Silttight Couplings: PE sleeve with ASTM D A. Concrete - Concrete shall be ready -mixed concrete compaction using Standard Testing Procedures. fill compaction and rough grading of entire bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of 1056, Type 2, Class A Grade 2 gasket and shall be a mix of proportioned fine and Along curbs, headers and walls and at all placed site. specifications. Gaskets for elostomeric Joints shall be molded with a minimum crosssectional material that mates with pipe and fittings coarse aggregates with Portland cement and water. not accessible to the roller, the aggregate area of 0.20 square inches and conform to ASTM F -477 specification. Fittings to form silttight joints. Minimum cement content shall be 6 bags cubic per g P material shall be tamped with mechanical tampers 2. Excavated material that is suitable may be shall be manufactured by Harco or equal. yard of concrete and maximum water content shall or with approved hand tampers. used for fills. All unsuitable material shall CLAY TOWNSHIP REGIONAL WASTE DISTRICT 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 � be 5.5 U.S. gallons per sack of cement, including be buried on site, or removed off site, and and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be B. Manholes moisture in the aggregate. Slump for normal disposed by the contractor. All surplus SUMMARY OF LATERAL INSTALLATION REQUIREMENTS applied to all joints and between riser rings and castings. Manhole step spacing shall be no weight concrete shall be a maximum of 4 inches excavated material not required shat( be r moved from the site. 1. All houses, buildings, etc., shall connect to the 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 1. Precast reinforced concrete manhole sections and a minimum 2 inches. the slump of machine LAKE LINER SPECIFICATION District's sanitary ewer system within 90 days of Y Y Y Pressure Vacuum Test. (Vacuum) and steps shall conform to ASTM C -478 latest shall placed concrete shall be no less than 1 -1 /4 inches nor more than 3 inches. Standard test notice providing a sewer is within 300 feet for Hamilton P A. Installation and operation of vacuum equipment and indicating devices must be in revision. ASTM C 143 shall be used to measure slump. It may be necessary to construct a liner to seal the 3. Provide and place any special fill County or 100 feet for Boone County of the property accordance with manufacturers recommendations and performance specifications 2. Costing shall be of uniform free Compressive strength of concrete at 28 days shall P g y more permeable sandy clays and sand seams which may be material from off the site as may be Y line. Only one building may connect to the sewer main which have been provided by the manufacturer and accepted by the Engineer. The quality, 9 q Y from blow holes, hard spots, from b be 4000 psi. Ali exterior concrete shall have present at a shallow depth within the side slope or bottom required. Fill obtained from off site q per lateral unless otherwise approved by the District. vacuum equipment must be capable of testing the entire manhole, including the porosity, e distortion or they defects. The air entrainment of 5% to 8% by volume per ASTM C of the excavation. The contractor shall perform shall be of kind and quality as specified casting and riser rings. g y shall be smooth and well cleaned b shot -260 Retem erin of delivered concrete will not p 9 soils analysis tests in the lake area(s) to determine if and the source a roved b the Owner. PP Y 2. No foundation or other storm water drains shall be B. With the vacuum tester set in place: y - blasting or by some other approved method. be allowed. Concrete shall be composed of: P the lake(s) will require a liner. In the event that interconnected to the sewer lateral installed and 1. Connect the vacuum pump to the outlet port with the valve open. construction of a liner becomes necessary, Lake Liner 4. The Contractor shall accept the site as he connected to the District's sanitary sewer. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. They shall be coated with asphalt paint 1. Portland cement - Conforming to ASTM C -150, g specifications have been included below. finds it and shall remove all trash, rubbish C. Accepted standards for leakage will be established from the elapsed time for which shall result in a smooth coating, g T e IA or Type II{A. yP and debris from the site prior to starting 3. The existing sewer line from the building to the negative pressure change from ten (10) inches to nine (9) inches of mercury. The tough and tenacious when cold, not tacky or Acceptable liners are as follows: excavation. septic tank may only be used if it is located under a . maximum allowable leakage rate for a four (4) foot diameter manhole must be in brittle. They shall be gray iron meeting ASTM A -48 latest revision. 2. Aggregates: Conforming to ASTM C -33 ' in addition patio, porch or paved driveway. Air building p p p Y accordance with the following: g Natural Clay Liner B. Work not included: The following items of related work are specified and included in other test is required to show if acceptable for re -use. property g. The owner shall bear the cost of all testing. Minimum Elapsed Time fora Manhole Depth Pressure Change of 1 Inch Hg , 3. Joints - Manhole sections shat{ be jointed 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, A. Laboratory testing shall be performed on the designated liner material to determine the optimum liner f these specifications: sections o p The District inspector must be onsite for the duration p 10 feet or less 60 seconds � with rubber type gaskets. The rubber t e YP 9 yP gaskets shall meet ASTM C -443 latest organic materials or other deleterious compaction criteria. Subsequent to determining this of the air test. >10 feet but <15 feet 75 seconds substances. compaction criteria, permeability testing hall be 1. Excavation grading and backfiflin for 9 9 9 >15 feet but <25 feet 90 seconds revision. performed on remolded samples, compacted to this P P � P utility lines 4. The owner or contractor shall notify the District For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for B. Welded Steel Wire Fabric - Where required for standard. Laboratory testing shall be performed at least prior to covering the installed lateral so that the manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time C. C SUBDRAINS concrete reinforcement shall conform to ASTM A185. one (1) month prior to initiating lining activities. 2. Storm drainage systems District can make an inspection to determine compliance requirements for four (4) foot diameter manholes. For all manholes deeper than 3. Sanitary sewer systems with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need P twenty-five 25 feet the Engineer will determine the applicable minimum elapsed y- ( ) g PP P 1 Perforated lastic pipe subdrains shall P P P C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that B. The contractor shall identify and retain the engineer - approved liner material for use on sealing the Streets for the inspection. If the inspection fails and a second time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and conform to ASTM F -405. premoulded joint filler used in concrete walk side slopes and bottom of the lake. The optimum 4. r and paving p g inspection is required, or contractor is not on site for repairs must be repeated until the manhole passes the test. 3. APPLICATION construction may be either non-extruding or y g natural liner material shall not be used for other portions 5. Water supply system scheduled inspection, or fails to cancel inspection, an P P E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be resilient. of site work prior to verification that adequate resources additional fee of $75.00 will be due. This must be paid disassembled and the joint sealants replaced. A. Permits and Codes - The contractor's bid on are available and have been stockpiled. It is important 2. BENCH MARKS prior to the time of the follow up inspection. F. Manholes will be subject to visual inspection with all visual leaks being repaired. contractor's bid on the work covered herein shall D. Bituminous Pavement Materials -- All materials that the stockpiled soils be stored in as small an area 5. But rubber coating shall be applied around each manhole joint from 6- inches above to 6- Butyl 9 PP j be based upon the drawings and specifications proposed for the construction of bituminous P P as possible to retain natural moisture. The contractor Maintain carefully all bench marks, monuments and other 5. Property owners are hereby advised that the County inches below each joint. The appropriate rimer shall be applied prior to a I in the rubber J P PP P PP Y 9 and compliance with all applicable codes and pavements shall comply with the Indiana Department P P y P should anticipate that additional soil work may be P Y required to bring the liner material to required uniform q 9 q reference points; if disturbed or destroyed, contractor p Board of Health regulates the operation and maintenance coating. inside joints to be filled with precoat plug material. regulations as amended by any waivers. Contractor of Transportation specifications, per latest moisture level. shall contact engineer. of private sewage disposal (septic) systems. The County 6. The manhole chimneys, including all riser rings shall be sealed using Infi - Shield Uniband shall furnish all bonds necessary to et permits y 9 P revision. Ordinance provides in part that, upon connection to a sewer, a septic tank ?shall be abandoned and or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top for cuts and connections to existing sewers. E. Compacted Aggregate Subbase: Shall be crushed C. A representative of the testing engineer shall be A OF TREES 3. REMOVAL public filled with earthen material in a safe and sanitary manner. of the cone section to 2- inches over the flange of the manhole casting frame. B. Local Standards - the term Local Standards as stone or gravel. Crushed gravel shall be a resent for inspection of the base and side slopes of the P P P A. Remove all trees and stumps from area to be P Please contact the appropriate County Board of Health 7. The costing elevations are set b Ian. However, the castings ore to be ad' steel in the field 9 Y P 9 Ju � used herein means the standards of design and minimum of 35% crushed material. Chert shall be lake prior to and during compaction of the liner materials. occupied by road and surfaced areas. Removal of P for further information. by the Engineers representative should a discrepancy occur between plan grade and existing construction of the respective municipal limited to a maximum of 8% of the total. Material trees outside these areas shall only be done as grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. department or utility company. P Y P Y• shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; D. The clay lining material approved b the testing Y 9 � PP Y 9 noted on drawings or approved by the Owner. Acceptable Pipe Materials: 6. p p PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE 8. Backfill around all structures and all cuts under paved areas with granular material. P g C. Existing Improvements - Maintain in operating and shall be free from fragments coated with dirt. g engineer, shall be compacted to a minimum of 12 inches B. All brush, stumps, wood and other refuse from the . PVC PIPE. SDR 21, ASTM D -241, SIX INCH PIPE Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material P 9 P Ys 9 condition all active utilities, sewers and other Compacted aggregate shall be graded as follows: thick on the upper two thirds of the side slopes and 18 PP P inches on lower one third. A compacted minimum of buried onsite or removed to disposal site shall be b P GASKETS JOINTS ASTM D 3212 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. drains encountered in the sewer installation. SIEVE SIZE % PASSING .the 18 to 24 inches approved lining material shall be placed areas off of the site. Disposal by burning shall not be Aed unless permits are obtained GASKETS ASTM F -477 FITTINGS - SDR 26 9. The Contractor shall be responsible for verifying that all state highways, city, and county Repair to the satisfaction of the owner any damage to existing active improvements. See also Earthwork " across the base of the lake. perm proper where a licable . The location of on site bury � PP � DUCTILE IRON MEC "HANICAL COUPLING WiTH PROPER FITTINGS. per have been obtained by the developer prior to start of construction. P 10. The Contractor shall be required to furnish the developer ?s Engineer with a set of prints, Note 6.C. 1-1/2 100 1" 80 -100 E. The clay liner material shall be regularly sampled pits shall be designated by the owner or the R FEET WITHIN THE CLEAN OUTS TO BE LOCATED THREE FOUNDATION AND NO MORE THAN 300 FEET APART. marked in red pencil, showing actual sewer location and invert, to include lateral location, D. _ Workmanship To conform to all focal, state and 3/4" 70 -90 and tested for conformance to the moisture and Engineer. depth and length. Such asbuilt prints must be received by the Engineer before the final P national codes and to be approved by all local and 1/2 " 55 -80 Atterberg limits established for the approved liner 4. PROTECTION OF TREES 7. Bedding: 9 contract payment can be authorized. The sanitary sewer laterals and stubs termination shall state agencies having jurisdiction. #4 35 -60 materials Field density and moisture testing shall also ()• Y 9 • Use fill sand or Number 8, 9 or 11 stone be indicated on the surface with a metal fence post set immediately above the said #8 25 -50 be performed frequently during construction to establish a A. General Protection: The Contractor shall be Fill material is to be placed from 6 inches below to 6 termination point. 11 All sanitary sewer lines upon completion will be required to pass a low pressure air test E. _ Trenching Lay all pipe in open trenches, except #30 12 `30 #200 5 10 correlation between density and field permeability. It is imperative that moisture levels be maintained over responsible for the protection of tops, trunks inches above the pipe. The trench should be a minimum 18 inches Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an when the .local authority gives written . permission for tunneling. Open the trench sufficient ahead optimum as determined in laboratory testing. Only by and roots of existing trees on the project site that are to remain. Existing rees subject to 9 of wide Engineer and a representative of the District. The testing shall be in accordance with Table of pipelaying to reveal any obstructions.. The 3. APPLICATION maintaining this condition will it be possible to approach 9 P PP construction damage shall be boxed, fenced or 8. Laterals shall be installed no closer than 20 feet from 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 width of the trench shall be the inside pipe A. Grading - Do any necessary grading in addition to the zero voids condition and maximize natural liner capabilities. Off -site sources for clay liner material may started; otherwise protected before any work is star branch Remove water wells unle��:� PVC pressure rode pipe is used meeting P g P P g SDR 21 and ASTM D -2241. Any proposed installation place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test diameter plus 24 inches for 12 inches above the P pipe. Sheet and brace trench as necessary to that performed in accordance with Earthwork P be used with approval b the Owner's representative and PP Y P do not stockpile within spread. interfering ranches without injury to trunks and g � y requiring pressure pipe shall be reviewed and accepted b q 9 P P P P y # results. (*The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, protect workmen and adjacent structures. All P � Section, to bring subgrades, after final on -site testing engineer. cover scars with tree paint. the District and the Districts engineer prior to installation. ' and cast iron i e .The deflection test shall be performed with anine- nine-point mandrel, P P) P P trenching to comply with Occupational Safety and compaction, to the required grades and sections P q 9 F. Proving rings shall be available. Health Administration Standards. Keep trenches for site improvement. Compaction of the natural liner shall be performed 5. HANDLING OF TOPSOIL 9. Where a transition is made between SDR 35 pipe and 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. free from water while construction is in progress. P 9 Under no circumstances la or appurtenances Pp B. Preparation of Subgrade - Remove spongy and by equipment operating up and down the slope. Engineered natural clay liners shall not be compacted by A. Remove all organic material from the areas to be pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 14. The ends of laterals are to be plugged tight with a braced plastic disc or ca capable of P g9 g P P P pipe y P P in standing water. Conduct the discharge from otherwise unsuitable material and replace with equipment operating around the slopes on or near the occupied b buildings, roads, walks and parking P y withstanding a low pressure air test without leakage. trench dewatering to drains or natural drainage stable material. No traffic will be allowed on some elevation. areas. Pile and store topsoil at a location 10 shall terminate within 3 feet of the building - 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6 inches below the pipe to 12- channels. prepared subgrade prior to paving. It is important that hydration of the clay liners takes where it will not interfere with construction free ..Laterals unless the conditions in item #3 above are met. No glued foundation inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6-inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be P p P g P P P F. Special Supports - Whenever in the opinion of the C. Compaction of Subgrade -The first 6 inches below P g place after installation is complete. This is typically accom lished b natural rainfall or application of fresh P Y Y pP operations. Topsoil shall be reasonably debris, ect. pipe shall be installed outside of building walls. - fill sand or equivalent. Manholes shall be placed on no less than 6 inches of No. 8 crushed Engineer the soil at or below the pipe grade is g. P•P 9 the subgrade shall be compacted to at least 100% water at the rate of one quarter gallon per square foot from subsoil, weeds, grass, stones, 11. Additional information on District standards and stone bedding. g unsuitable for supporting sewers and appurtenances of the maximum dry density as determined by the for at least 72 hours. This recommended rate of B. After completion of site grading and subsurface specifications may be obtained from the District's office 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be specified in this section, such special support, P P PP provisions of AASHO T -99. Water shall be prevented from standing on the compacted subgrade. hydration will help prevent shrinkage and cracking of the clay liner and maintain its integrity. utilit installation, to soil shall be replaced y P during business hours of 8:00a.m. to 5:00 .m. Monday 9 P y properly protected and/or barricaded when left unattended. p P y P in addition to those shown or specified, shall be as the Engineer may direct, and the in areas designated on the erosion control plan for seerdin and or sodding. An remaining top 9 / 9 Y 9 through Friday. All District standards can be located 9 web site at http. / /www.ctrwd.org /. 18. No water shall be permitted to flow into the sanitary sewer system during construction. provided contract will be adjusted. D. - Utility Structures Check for correct elevation 11. Bentonite A. Materials to be by soil shall be used for finished grading around on our Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall of all manhole covers, valve boxes and similar and installation method reviewed be directed to a storm outlet in accordance with state and federal laws and regulations (327 structures located within areas to be paved, and P the testin en ineer and approved b the En ineer. g 9 PP y g structures and landscaping areas. Cla Townshi Re Tonal Waste District Y P 9 IAC 3- fi -20). Any pipe entering existing sewers shall be plugged with screw type G. Backfillin - for a depth of at least 12 inches 9 P make, or have made, an necessary adjustments in y y � 10701 North College Suite A. mechanical, braced plug until such time as all tests on the sewers have been completed and above the top of the pipe, backfill with earth or such structures. III. Synthetic Liner Indianapolis, Indiana 46280 the lines have passed all punch lists. granular material free from large stones, rock A. Materials and installation method to be reviewed by 6. DISPOSITION OF UTILITIES: Phone: 844 -9200 Fax: 844 -9203 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main fragments, roots or sod. Tamp this backfill E. Placing oncrete g the testing engineer and approved b the Engineer. g g Pp Y 9 line sewer. thoroughly, takin care not to disturb the pipe. g A. Rules and regulations governing the respective 9 utilities shall be observed in executing all work is effluent shall not be um eel out into the 12. Sept p p sanitary ewer system. y y 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer For the remaining trench depth, backfill with earth or granular material containing stones or 9 9 _ 1. Subgrade Place concrete only on a moist, compacted subgrade or base free from loose under this section. construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. rocks not larger than 4 inches. Backfill under material. Place no concrete on a muddy or 13. The District shall inspect ALL laterals. Please call 21. Manhole castings shall be stamped SANITARY SEWER Neenah Costing R 1642A or 9 P ( 9 and within 5 of walks, parking areas, driveways frozen subgrade. B. If active utilities are encountered but not shown the District office at 844.9200 24 hours prior to time equal) and be self - sealing type. The casting flange shaft be 34 inches and the clear opening and street shall be granular material only - on the drawings, the Engineer shall be advised of inspection shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped thoroughly compacted by approved methods. 2. Forms - All forms shall be free from warp, before work is continued. SANITARY SEWER. tight enough to prevent leakage and 14. Contractors shall la 14 gouge-stranded wire the Y 9 9 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: H. Manhole Inverts - Construct manhole flow channels substantial enough to maintain their shape C. Inactive and abandoned utilities encountered in entire ten th of the lateral. Wire is to be laced on to 9 P P Size of Pipe Minimum Constructed Slope of concrete sewer pipe or brick smooth) finished p P Y and position without springing or settling, excavating nd grading operations shall be 9 9 9 P of the lateral. The District inspector will verify placement inch 0 and of semi - circular section conforming to the when concrete is placed. Forms shall be reported to the Engineer. They shall be removed, of the wire. After inspection, bedding i� to be laced on P � 9 P .2 14 -inch 0.28 10 inside diameter of the connecting sewers. Make 9 clean and smooth immediately before plugged or capped as directed by the Utility top. 12 -inch 0.22 changes in size or grade gradually and changes in concreting. . Company and the Engineer. 15 -inch 0.15% direction by true curves. Provide such channels 15. Call before you dig: IUPPS 1- 800 - 382 -5544, 48 18 -inch 0.12% for all connecting sewers at each manhole. D. It shall be the responsibility of each contractor hours prior to digging. P 99 g• 23. The Contractor shall provide measurements of the slope of the sewer for each manhole 3. Placing Concrete - Concrete shall be to verify ll existing utilties and conditions Y 9 section as construction progresses. Such measurements shall be certified by a Registered I. _ Subdrains All subdrains shall be of the size deposited so as to require as little pertaining to his phase of the work. It shall Lateral -rev. 04 -01 cf Land Surveyor or Engineer and be available on -site for observation by the District ?s shown on the plans and shall be constructed to the rehandling as practicable. When concrete is also be the contractors responsibility to contact Inspector. No more than three manhole sections can be constructed in advance of such grades shown. to be placed at an atmospheric temperature of the owners of the various utilities before work measurements. 35 degrees F. or less, paragraph 702.10 of is started. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any the Indiana Department of Transportation other affected sewer sections shall be reconstructed to meet such minimum slopes. J. _ Utilities !t shall be the responsibility of each Specifications latest revision shall be 7. SITE GRADING: 25. Laterals are to be traced with a minimum size of 14 gouge wire from the w e to the terminus. g g y contractor to verify all existing utilities and followed. The contractor for the building or home will extend the wire from this terminus to the conditions pertaining to his phase of the work. A. Grades: Contractor shall perform all cutting, building cleanout adjacent to the building. It shall also be the contractors responsibility to F. Concrete Curb filling, compacting of fills and rough grading 9 P 9 contact the owners of the various utilities before required to bring entire project area to grade as work is started. The contractor shall notify in 1. Expansion Joints - Shall be 1/2 inch thick shown on the drawings. writing the owners or the engineer of any changes, premoulded between storm structures &curb. errors or omissions found on these plans or in the e tolerance for paved areas B. Rough Grading: the P TABLE 1 field before work is started or resumed. - 2. Contraction /Control Joints Unless otherwise shall not exceed 0.04 feet plus or minus above provided, contraction joints shall be sawed the established subgrade. All other areas shall 9 K. Contractor to grout joints inside storm or scored points spaced 10 feet on center, except for not exceed 0.10 feet plus or minus the MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig structures where pipes enter or exit intersection radii where joints shall be placed 5' o.c. established grade. All banks and other breaks in and between structure and casting. rounded at to and bottom. Adjust grade shall be ou p j - 3. Finish Tamp and screed concrete as soon as subgrade elevations for topsoil thickness for areas g P DROP FOR SIZE AND LENGTH OF PIPE INDICATED placed, and fill any honey combed places. . receiving topsoil and seed. Finish square corners to 1/4 radius and other corners to radii shown. C. Com action Re uirements: P q pipe Minimum Length for Time for G. Concrete Walks and Exterior Steps shall be compacted to 1. All o u it d i n g pad areas P standards specified by local and /or state Diameter Time, Minimum Longer Specification Time for Length (L) Shown, min: s 1. Slopes - Provide 1/4 inch foot cross I 'n odes. Minimum action shall building c compaction In. min:s Time, ft Length, S 250 ft 300 ft 350 ft 400 ft 450 ft per slope. Make adjustments in slopes at walk 100 ft 150 ft 200 ft be 100 of Standard Proctor Density. 4 3:48 597 0.360 L 3:46 1 3:46 1 3:46 1 3:46 1 3:46 1 3:46 1 3:46 1 3:46 intersections as necessary to provide proper drainage. For compaction requirements of paved areas, 2. o p q p 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 see street specifications. 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 - 2. Dimensions - Walks and steps shall be one . ' 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 course construction and of widths and details 12 11:20 199 3.418 L 11:20 1 1:20 11:24 14:15 17:05 19:58 22:47 25:38 1 shown on the drawings. 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 3. Finish - Screed concrete and trowel with a 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 steel trowel to a hard dense surface after 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 surface water has disappeared. Apply medium broom finish and scribe control joints at 5 27 • 25.30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 foot spacing. Provide 1/2 is expansion joints 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 where sidewalks intersect, and at a maximum 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 spacing of 48 feet between expansion joints. 38 34:00 86 _. 30.788 L ___ 61:17 76:55 102 :12 128:12 153:80 179:29 205:07 230:46 V) 0 Cn Of r- _ ._ �'r i ��% I _J f1J A / DATE: l C / t�tI'd S THiS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) Sc eider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: -_ PROJECT NO.: 02/10/03 4477.001 DRAWN BY: CHECKED BY: CD F--1 I ALF SHEET 111LE: GENERAL SPECIFICATIONS U) SHEET NO.: (Cs)(Gn x oc� U >9� = U W z Q � z Q w � � z a � z C�.� W E� �:4 r4 !�4 -<4 (D C.) r14 C) C...) &..q rQ4 �1 � O &--q "<� I sm I I I DATE: -_ PROJECT NO.: 02/10/03 4477.001 DRAWN BY: CHECKED BY: RDR I ALF SHEET 111LE: GENERAL SPECIFICATIONS DRAWING FILES: SHEET NO.: (Cs)(Gn PLANT SCHEDULE KEY I BOTANICAL NAME COMMON NAME QTY. SIZE COND. REMARKS SHADE TREES AS Acer sochorrum 'tree Mountain' Green Mountain Sugar Maple 12 2.5" B & B MR BN Be tulo n igro River Birch 8 8' B & B Clump Form GB Ginko bilob a Ginko 9 2.5" B & B Male only GT Gleditsia triocan th os vor. in ermis Hon eylocust 12 2.5" B & B SB LS Liquidombar styrocifluo Sweet Gum 5 2.5" B & B Thu jo occiden tolis 'Woodwordii' LT Liriodendron tulipifera Tulip Tree 5 2.5" B & B Wentworth American Crant QM Quercus mocrocorpo Bur Oak 6 2.5" B & B a� OR Quercus rubro Red Oak 11 2.5" B & B TT Tilia tom en toso 'Sterling' Sterling Linden 8 2.5" B & B ORNAMENTAL TREES AG Acer ginala Amur Maple CC Cercis conodensis Redbud MR Malus 'Red Jewel' Red Jewel .Crabapple MZ Molus 'Zumi' Zumi Crabapple PV Prunus virginiona 'Canada Red' Canada Red Chokecherry SR Syringo reticuloto 'Ivory Silk' ivory Silk Tree Lilac EVERGREEN TREES AW Abies concolor White Fir PA Picea obies Norway Spruce PP Picea pungens Colorodo Spruce TD Toxodium distichum Bold Cypress SHRUBS -I- GROUNDCOVER AM Aronia melonocorpo Black Chokeberry BT Berb eris th un gb ergii Japanese Barberry CR Cornus rocemoso Gray Dogwood DB Daphne x burkwoodii Burkwood Daphne EF Euonymus fortunei 'Coloratus' Purple Leaf Wintercreeper FI Forsythia x intermedia 'Lynwood Gold' Lynwood Gold Forsythia JC Juniperus chinensis 'Armstrongii' Armstrong Juniper KA Kolkwitzio amobilis 'Pink Cloud' Pink Cloud Beauty Bush RD Rhododendron douricum 'Madison Snow' Madison Snow Rhododendr SB Spioreo x bumoldo 'Antony Waterer' Anthony Waterer Spireo SP Syrin ga p o tul o 'Miss Kim' Miss Kim Lilac TO Thu jo occiden tolis 'Woodwordii' Globe Arborvitoe VD Viburnum dentatum Arrowood Viburnum VT Viburnum trilobum 'Wentworth' Wentworth American Crant WF Weigelo florido 'Pink Princess' Pink Princess Weigelio ASSUMED NORTH SCALE: 1"=40 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 0 co w DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schn(Q,-:�;Pder THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 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.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: 0 ALF SHEET TITLE: LANDSCAPE PLAN v 1 SHEET NO.: FBI x W (� � z Q 44 z a� w � O i< DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: LANDSCAPE PLAN DRAWING FILES: SHEET NO.: DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL 2 5 3 L, I= WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL MARK THE NORTH SIDE OF THE THE I I EACH TREE MUST BE PLANTED SUCH THAT IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO 1800 MM (6 FT.) DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT GRADE OR 25 -50 MM (1 -2 IN.) J.O40o MM (SFi.) DIAM. PREFERRED BALL WITH SOIL. HIGHER IN SLOWLY DRAINING SOILS. 200 MM (8 IN.) 75 MM (3 IN.) MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE SOIL IMPROVEMENT DETAILS. oi100 MM (4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE AND WIRE, AND l BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. j TREE PLANTING DETAIL. FOR B &B IN ALL SOIL TYPES L801 SCALE: NOT TO SCALE NOTE: THIS DETAII. ASSUMES THAT THE PLANTING SPACE IS LARGER THAN AN B' SQUARE OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TWO-WA SHEETIN( MATER IA[ FLARE T, BIODEGR PLASTIC APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12 MM (0.5 IN.) GAP BETWEEN THE TRUNK AND THE SHEETING. OPTION 1 OPTION 2 ABRIC TREE WRAP APPLIED FROM TO FIRST BRANCH. WRAP PAPER FTOM UP WITH SUFFICIENT OVERLAP BARK. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, BUT NO LATER THAN 12 MONTHS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WRAPPING. le"04 TREE WRAPPING DETAIL 01 SCALE: NOT TO SCALE REMOVE ANY TWINE OR SYNTHETIC TAPES FROM SHRUB TRUNK REMOVE BURLAI FROM TOP 1/3 OF ROOTBALL 3" SAUCER FILLED WITH SHREDDED - BARK MULCH EXTENDED 6» FROM PIT BACKFILL PER SPECIFICATIONS O 4 W 0 7 SHRUB DETAIL L801 scnce: NOT TO sc,v.e FINISH GRADE EXISTING SUBSOIL OR COMPACTED BACKFILL WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 1N.) CALIPER 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. V _ 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR CABLE �- TWIST WIRE TO TIGHTEN. 3 - 240 x 40 MM (1.5 X 1.5 IN.) E HARDWOOD STAKES OR OTHER o APPROVED STAKE MATERIAL E = S ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. THE FIRST STAKE SHALL BE DIRECTLY SOUTHWEST OF THE TREE TRUNK. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE STAKING MATERIALS. TREE STAKING DETAIL, TREES 3t' CALIPER OR LESS L801 SCALE: NOT TO SCALE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR Ci TWIST WIRE TO TIGHTEN. TURNBUCKLES FOR TREI 150 MM (6 IN.). CALIPE' 750 MM (30 IN.) LON( WOOD STAKE. ALL STAKES SHALL BE iiMvily VV IJIUL THE EDGE OF THE ROOT BALL. SING OR OTHER VISUAL ACH WIRE. NAL METAL DRIVE ANCHORS, LLED PER MANUFACTURERS TIONS. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. tl 5 TREE STAKING DETAIL, TREES 3" CALIPER OR LARGER L801 CAM SCAM ,� s� GROUNDCOVER DETAIL L801 SCALE: NOT TO SCALE ROOTBALL GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 4" HIGH EARTH SAUCER NOTE: LOCATE 1 STAKE DIRECTLY SOUTHWEST OF TREE TRUNK TREE STAMNG DETAIL �a01 SCALE: NOT To SCALE NOTE: FOR DETAILED REC RELATED TO THE PLANTIN IN THE IMPROVED SOIL, "TREE PLANTING DETAIL." LOAMY SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSUmr- SO THAT ROOT BALL DOES NOT SHIFT. HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL (TYP. OF 3) MULCH 13 MM (0.5 IN.) DIAM. PLASTIC HOSE TREE THE ROOTBALL DIAMETER LL WITH EXISTING SOIL. )Y LOAM SOILS, ADD 20% ' VOLUME COMPOSTED MATERIAL TO THE EXISTING _OPE ON SIDES OF NG HOLE. .AVATED OR kCTED MOUND UNutR THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING ANY ADDITIONAL SOIL IMPROVEMENTS. CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT IN POOR SOIL CONDITIONS. 6 SOIL IMPROVEMENT DETAIL L801 SCALE: NOT TO SCALE NOTE: TREES PLANTED IN NON RESTRICTED SOIL. CONDITIONS. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A SUM OF 500 SQUARE FEET. 2 PLY HOSE TO SHEATH WIRE GALVANIZED TWISTED WIRE WOODEN STAKES —PER SPECIFICATIONS (TYP. OF 3) 3" SHREDDED HARDWOOD BARK MULCH EXTENDED 6" BEYOND PIT (6' DIA. MIN.) DO NOT COVER TREE TRUNK 3° SOIL SAUCER FINISH GRADE REMOVE ANY TWINE OR SYNTHETIC TAPES REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL OR WIRE BASKET(IF APPLICABLE) EXCAVATE HOLE AND BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR COMPACTED BACKFILL EVERGREEN TREE DETAIL L802 SCALE: NOT TO SCALE i ASSUMED NORTH SCALE: 1"=20' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS- 69- 19:1. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. cvi 0 �n w DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Sc nei�e THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.710 0 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotech n ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: 0 ALF SHEET TITLE: LANDSCAPE DETAILS DRAWING FILES: SHEET NO.: w Q a� � w w CD W 0 DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: LANDSCAPE DETAILS DRAWING FILES: SHEET NO.: LANDSCAPING PART 1 - GENERAL 1.01 Related Documents A. Drawings and general provisions of the Contract, Sections, apply to this Section. 1.02 Summary A. This Section includes the following: 1: Trees. 2. Shrubs. 3. Ground covers. 4. Plants. including Conditions, Specification 5. Excavating and backfilling for trees, shrubs, ground covers and plants. 6. Removal of ail rock encountered while installing drainage pits. 7. Placement of satisfactory fill and topsoil and final grading shown on drawings. 8. Topsoil and soil amendments. 9. Fertilizers and mulches. 10. Stakes and guys. 11. Initial maintenance of la dscape materials. B. Description: This work shall consist of furnishing, transporting, and installing all plants or other materials required for: 1. The establishment of landscape plantings community. 2. Post - planting maintenance until released by the Owner. An inspection will be conducted within one year of substantial completion. The Owner reserves the right to withhold the final 10% of contract amount until final acceptance inspection for complete job. 3. All remedial operations required to fulfill Contractor's obligations of these Specifications, the plans or as reasonably directed by the Owner. 4. Provide all exterior planting as shown on the drawings or inferable therefrom and /or as specified in accordance with the requirements of the Contract Documents. 5. These specifications include standards necessary for and incidental to the execution and completion of planting, including hauling and spreading of topsoil, and finished grading as indicated on the prepared drawings and specified herein. 6. Protection of existing features. During construction, protect all existing trees, shrubs, and other specified vegetation, site features and improvements, structures, and utilities specified herein and /or on submitted drawings. Removal or destruction of existing plantings is prohibited unless specifically authorized by the Owner. 1.03 Applicable Standards: A. Americor Alotionol Slonjards fcr rrec Corr 0,ocr0t1o,-7s, ANSI A300. American National Standards Institute, 11 West 42nd Street, New York, NY 10036. H. American Stardord for �wursery Stcck, 'N 1 250.7, American Nursery and Landscape Association, 1250 Eye Street, NW, Suite 500, Washington, D.C. 20005. C. Hortus Tnird, The Staff of the L.H. Bailey Hortorium. 1976. MacMillan Publishing Co., New York. D. All standards shall include the latest additions and amendments as of the date of advertisement for bids. 1.03 Submittals: Submit the following unless directed otherwise by Landscape Architect or Owner: A. General: Submit each item in this Article according to the Conditions of the Contract Specification Sections. B. Product certificates signed by manufacturers certifying that their products comply with specified requirements. 1. Manufacturer's certified analysis for standard products. 2. Analysis for other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. 3. Label data substantiating that plants, trees, shrubs, and planting materials comply with specified requirements. C. Qualification data for firms and persons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with names and addresses, names and address of architects and owners, and other information specified. D. Submit name of wholesale nursery source for plants within bid package. Include nursery phone numbers so that availability can be checked. Contractor may be required to provide updated plant source information as the project progresses. Sources with similar soil types and climate are desirable. Sources south of USDA Zone 5 will not be accepted. E. Planting schedule indicating anticipated dates and locations for each type of planting. F. Maintenance instructions recommending procedures to be established by Owner for maintenance of landscaping during an entire year. Submit before expiration of required maintenance periods. 1.05 Quality Assurance: A. Installer Qualifications: Engage an experienced installer who has completed landscaping work similar in material, design, and extent to that indicated for this Project and with a record of successful landscape establishment. 1. Installer's Field Supervision. Require installer to maintain an experienced full -time supervisor on the Project site during times that landscaping is in progress. B. Source Quality Control: 1. General: A Certificate of Nursery inspection from each State Department of Agriculture from which plants originate and /or a dated, current year Indiana Department of Natural Rec )urces Nursery Dealer Certificate. The nursery must verify whether or not they are under a Gypsy Moth Compliance Agreement between the DNR and the United States Department of Agriculture or under on MA Japanese Beetle Quarantine. All plant material shipped from nursery vendors subject to quarantines must be accompanied by a 1997 Certificate of Compliance for gypsy moth and /or Japanese Beetle. To determine if vendors are subject to quarantines, call the DNR supervisor of Plant Regulatory Services. 2. Provide quality, size, genus, species, and variety of trees and shrubs indicated, complying with applicable requirements of ANSI Z60.1 "American Standard for Nursery Stock." Provide healthy, vigorouas stock grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun - scald, injuries, abrasions or disfigurement. 3. Do not make substitutions. If specified landscape material is not obtainable, submit proof of non - availability to Landscape Architect, together with proposal for use of equivalent material prior to bid submittal. 4. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. 5. Inspection: The Landscape Architect /Owner may inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. C. Measurements: Measure trees and shrubs according to ANZI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches (150 m) above ground for trees up to 4 inch (100 mm) caliper size, and 12 inches (300 mm) above ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to -tip. 1.5 Delivery, Storage, and Handling: A.. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. B. Sod: Harvest, deliver, store, and handle sod according to the requirements of the American Sod Producers Association's (ASPA) "Specifications for Turfgross Sod Materials and Transplanting /Installing." Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. C. Tress and Shrubs: Deliver freshly dug trees and shrubs. Do not prune before delivery, except as approved by Landscape Architect. Protect bark, branches, and root systems from sun - scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy natural shape. Provide protective covering during delivery. Do not drop trees and shrubs during delivery. D. Handle balled and burlapped and container stock by the root ball. E. Deliver trees, shrubs, ground covers, and plants after preparations for planting have been completed and install immediately. If planting is delayed more than 6 hours after delivery, set planting materials in shade, protect from weather and mechanical damage, and keep roots moist. Do not deliver more plant material than can be planted in one day. If planting is delayed more than 6 hours: 1. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 2. Do not remove container -grown stock frorn containers before time of planting. 3. Water root systems of trees and shrubs stored on site with a fine -mist spray. Water as often as necessary to maintain root systems in a moist condition. 1.06 Project 'Conditions: A. Utilities: Determine location of above grade and underground utilities and perform work in a manner which will avoid damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. . B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Landscape Architect before planting. 1.07 Coordination and Scheduling: A. Planting Time: Proceed with and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each kind of landscape work required. 1. Plant or install materials only when ground and backfill is not frozen. 2. Correlate planting with specified maintenance periods to provide maintenance from date of substantial completion. 3. Install plant material between Mach and June and /or between September and December (whichever contract allows). B. Coordination with Dirt Contractor: Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to a Landscape Architect /Owner. 1.08 Warranty: A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Warrant the following living planting materials for a period of one year after date of Final Completion, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for warranty period, or incidents that are beyond Contractor's control. 1. Trees. 2. Shrubs. 3. Ground covers. 4. Plants. C. Remove and replace dead planting materials immediately unless required to plant in the succeeding planting season. D. Replace planting materials that are more than 25 percent (25 %) dead or in an unhealthy condition at end of warranty period. E. A limit of one replacement of each plant material will be required, except for losses or replacement due to failure to comply with requirements. 1.09 Tree and Shrub Maintenance: A. Maintain trees and shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Sprci� as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. Maintain trees and shrubs for the following period: . 1. Maintenance Period: 12 months following Substantial Completion. Maintenance shc.jld occur on a semi - monthly basis. 1.10 Ground Cover and Plant Maintenance: A. Maintain ground cover and plants by watering, weeding, fertilizing, and other operations as required to establish healthy, viable plantings for the following period: 1. Maintenance cl'eriod: 12 months following Substantial Completion. Maintenance should occur on a semi - monthly basis. Watering shall be coordinated with Owner. PART 2 - PRODUCTS 2.01 Plants: A. Plants shall be true to species and variety specified and nursery -grown in accordance with good horticultural practices under climatic conditions similar to those in the locality of the project for at least two years. They shall have been freshly dug (during the most recent favorable harvest season). 1. All plant names and descriptions shall be as defined in Hcrtus ;_' h/rd. 2. All plants shall be grown and harvested in accordance with the American Stvrdcrd for Nursery StoV rk 3. Unless approved by the Landscape Architect, plants shall have been grown at a latitude not more than 200 miles (325 km) north or south of the latitude of the project unless the provenance of the plant can be documented to be compatible with the latitude and cold hardiness zone of the planting location. B. Unless specifically noted, all plants shall be of specimen quality, exceptionally heavy, symmetrical, and so trained or favored in development and appearance as to be unquestionably and outstandingly superior in form, compactness and symmetry. They shall be sound, healthy, vigorous, well branched, and densely foliated when in leaf; free of disease and insects, eggs, or larvae; and shall have healthy, well- developed root systems. They shall be free from physical damage or other conditions that would prevent vigorous growth. 1. Trees with multiple leaders, unless specified, will be rejected. Trees with a damaged or crooked leader, bark abrasions, sun - scald, disfiguring knots, insect damage, or cuts of limbs over ? in. (20 mm) in diameter that are not completely closed will be rejected. C. Plants shall conform to the measurements specified, except that plants larger than those specified may be used if approved by the Landscape Architect. Use of larger plants shall not increase the contract price. If larger plants are approved, the root ball shall be increased in proportion to the size of the plant. 1. Caliper measurements shall be taken on the trunk 6 in. (150 mm) above the natural ground line for trees up to and including 4 in. (100 mm) in caliper, and 12 in. (300 mm) above the natural ground line for trees over 4 in. (100 mm) in caliper. Height and spread dimensions specified refer to the main body of the plant and not from branch tip to branch tip. Plants shall be measured when branches are in their normal position. if a range of sizes is given, no plant shall be less than the - minimum size, and no less than 50 percent (50 %) of the plans shall be as large as the maximum size specified. Measurements specified are minimum sizes acceptable after pruning, where pruning is required. Plants that meet measurements but do not possess a standard relationship between height and spread, according to the American Standard for Nursery Stock, shall be rejected. D. Substitutions of plant materials will not be permitted unless authorized in writing by the Landscape Architect. If proof is submitted in writing that a plant specified is not obtainable, consideration will be given to the nearest available size or similar variety, with a corresponding adjustment of the contract price. E. The plant list at the end of this section , or on the drawing, is for the Contractor's information only, and no guarantee is expressed or implied that quantities therein are correct or that the list is complete. The Contractor shall ensure that all plant materials shown on the drawings are included in his or her bid. F. All plans shall be labeled by plant name. Labels shall be attached securely to all plants, and containers of plant materials when delivered. Plant labels shall be durable and legible, with information given in weather - resistant ink or embossed process lettering. G. Selection and Tagging: 1. Plants shall be subject to inspection for conformity to specification requirements and approval by the Landscape Architect at their place of growth and upon delivery. Such approval shall not impair the right of inspection and rejection during progress of the work. 2. A written request for the inspection of plant material at their place of growth shall be submitted to the Landscape Architect at least ten (10) calendar days prior to digging. This request shall state the place of growth and the quantity of plants to be inspected. The Landscape Architect may refuse inspection at this time if, in his or her judgment, sufficient quantities of plants are not available for inspection. 3. All plants shall be selected and tagged by the Landscape Architect at their place of growth. For distant material, photographs may be submitted for pre - inspection review. I . 4. All field grown deciduous trees shall be marked to indicate the trees north orientation in the nursery. Place a 1 in. diameter spot of white point onto the north side of the tree trunk within the bottom 12 inches of the trunk. H. Anti - Desiccants: 1. Anti - desiccants, if specified, are to be applied to plants in full leaf immediately before digging or as required by the Landscape Architect. Anti - desiccants are to be sprayed so that all leaves and branches are covered with a continuous protective film. 2. Anti- desiccant: shall be an emulsion specifically manufactured for agricultural use, which provides a protective film over plant surfaces. Anti - desiccants shall be delivered in containers of the manufacturer and shall be mixed according to the manufacturer's directions. Submit manufacturer literature for approval. I. Balled and Burlapped (B &B) Plant Materials: 1. Trees designated B &B shall be properly dug with firm, natural balls of soil retaining as many fibrous roots as possible, in sizes and shapes as specified in the Am,�r:'ce,� _.)- ,r� for Nursery Stock Balls shall be firmly wrapped with nonsynthetic, rottable burlap and secured wit nails and heavy, nonsynthetic, rottable twine. The root collar shall be apparent at surface of ball. Trees with loose, broken, processed, or manufactured root balls will not be acceptable, except with special written approval before planting. J. Container Plants: 1. Plants grown in containers shall be of appropriate size for the container as specified in the most recent edition of the AmQricar� Standard fol- Al_)rsery Stuck and be free of circling roots on the exterior and interior of the root ball. 1. Container plants shall have been grown in the container long enough to have established roots throughout the growing medium. K. Bareroot and Collected Plants: 1. Plants designated as bareroot or collected plants shall conform to the /1n- roricc:� Storacrd for Nurser/ Stoi_ �. 2. Bareroot material shall not be dug or installed after bud break or before dormancy. L. Immediately after harvesting plants, protect from drying and damage until shipped and delivered to the planting site. Rootballs shall be checked regularly and watered sufficiently to maintain root viability. M. Transportation and Storage of Plant Material: 1. Branches shall be tied with rope or twine only, and in such a manner that no damage will occur to the bark or branches. 2. During transportation of plant material, the Contractor shall exercise care to prevent injury and drying out of the trees. Should the roots be dried out, large branches broken, balls of earth broken or loosened, or areas of bark torn, the Landscape Architect may reject the injured tree(s) and order them replaced at no additional cost to the Owner. All loads of plants shall be . covered at all times with tarpaulin or canvas. Loads that are not protected will be rejected. 3. All bareroot stock sent from the storage facility shall be adequately covered with wet soil, sawdust, woodchips, moss, peat, straw, hay, or other acceptable moisture- holding medium, and shall be covered with a tarpaulin Or canvas. Loads that are not protected in the above manner may be rejected. 4. Plants must be protected at all times from sun or drying winds. Those that cannot be planted immediately on delivery shall be kept in the shade, well protected with soil, wet mulch or other acceptable material, and kept well watered. Plants shall not remain unplanted any longer than three (3) days after delivery. Plants shall not be bound with wire or rope at any time so as to damage the bark or break branches. Plants shall be lifted and handled with suitable support of the soil ball to avoid damaging it. N. Mechanized Tree Spade Requirements: 1. Trees may be moved and planted with an approved mechanical. tree spade. The tree spade shall move trees limited to the maximum size for a similar B &B root -ball diameter according to the American Standard for Alursery Stcck 'or the manufacturer's maximum size recommendation for the tree spade being used, whichever is smaller. The machine shall be approved by the Landscape Architect prior to use. Trees shall be planted at the designated locations in the manner shown in the plans and in accordance with applicable sections of the specifications. 2.02 Tree and Shrub Material: A. General: Furnish nursery -grown trees and shrubs conforming to ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. !provide well- shaped, fully- branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun - scald, injuries, abrasions, and disfigurement. 1. Soil balls shall not be broken or loose. If, when pulled, the stem or crown moves and the ball does not, the plant will be rejected. 2. The root flare should be at the soil line on top of the ball. The plant was planted too deep if you see the root flare deeper inside the ball with most of the roots near the bottom of the ball. if the uppermost roots are more than 4 inches below the top of the soil ball, the plant will be rejected. 3. Measure the width and depth of the root ball. Root systems must be in balance with the top of the plant. The roots must be of sufficient size to support the top of the plant. - 4. Plants must have a balanced root system that is well distributed and not one -- sided, circling or girdling. 5. Buds on plants (if visible) should be full, moist, and green inside when split apart. 6. Trees must have a defined central leader (leader) with a minimum of eight branches radiating to all sides of the tree. The tree is acceptable if it can be pruned to a center leader. 7. Minimum Tree Ball Requirement Size: Spade Size (D= Diameter); Deciduous Shade Trees (C=Cciliper); E%/c- rgreen Trees (H= Height) D =34" C =2.5" D =38" C =3.0" D=44" C=3.5 0 D =48" C =4.0" D =28" H =6 ft. D =30" H =7 ft. D =44" H =12 ft. D =48" H =13 ft. D =48" H =14 ft. D =52" H =15 ft. 8. Container plants are to grow in containers for a minimum of 90 days prior to delivery. 9. Roots must fill the soil ball of the container grown plant. 10. Root bound plants will be rejected. B. Grade: Provide trees and shrubs of sizes and grades conforming to ANSI Z60.1 for type of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Landscape Architect, with a proportionate increase in size of roots or balls. 1. In size grading B &B trees, caliper shall take precedence over height. Where a minimum and maximum size (i.e. size range) is specified the average of the lot should approximate the midpoint of the specified size range. C. Label. all trees and shrubs of each variety, size and caliper with a securely attached, waterproof tag bearing legible designation of botanical and common name 2.03 Shade and Flowering Trees: A. Shade Trees: Single -stem trees with straight trunk, well - balanced crown, and intact leader, of height and caliper indicated, conforming to ANSI Z60.1 for type of trees required. 1. Branching Height: As indicated in paragraph 2.4C. 2. Multistem or clump forms with 3 main trunks shall be provided when specified. B. Small Trees: Small upright or spreading type, branched or pruned naturally according to species and type, and with relationship of caliper, height, and branching recommended by ANSI Z60.1, and stem form as follows: 1. Form: Single stem. 2. Form: Multistem, clump, with 2 or more stems. 3. Form: Multistem, shrub, with multiple stems. C. Provide balled and burlapped trees. 2.04 Deciduous Shrubs: A. Form and Size: Deciduous shrubs with not less than the minimum number of canes required by and measured according to ANSI Z60.1 for type, shape, and height of shrub. B. Provide balled and burlapped deciduous shrubs.. 1. Container -grown deciduous shrubs will be acceptable in lieu of balled and burlapped deciduous shrubs subject to meeting ANSI Z60.1 limitations for container stock. 2.05 Ground Covers and Plants: A. Provide ground covers and plants established and well rooted in removable containers or integral peat pots and with not less than the minimum number and length of runners required by ANSI Z60.1 for the pot size indicated. 2.06 Grass Materials: A. Sod: Certified turfgross sod complying with ASPA .specifications for machine -cut thickness, size, strength, moisture content, and mowed height, and free of weeds and undesirable native grasses. Provide viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Seed: Seed mixture "R" as described in Section 621.06 of the 1999 Indiana Department of Transportation Standard Specifications Section 621.06 (a). C. Mulch: Mulch method A or B as described in Section 621.05 of 1999 Indiana Department of Transportation Standard Specifications and Section 621.05 ?. 2.07 Fill Material: A. Satisfactory Fill Materials: ASTMD 2487 soil classification groups GW, GP, GM, SW, SP and SM; free of rock or gravel larger than 2 inches (50 mm)in any dimension, debris, water, frozen materials, vegetation and other deleterious matter. B. Topsoil: Provide topsoil that is fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay, limps, brush, weeds and other litter, and free of roots, stumps, stones larger than 1 inch in any direction, and other extraneous or toxic matter harmful to plant growth. Topsoil shall contain a minimum two percent (2 %) organic matter. 1. Topsoil Source: Import topsoil from off -site sources. Obtain topsoil from naturally well - drained sites where topsoil occurs at least 4 inches (100 mm) deep; do not obtain from bogs or marshes. C. Drainage Fill: Washed evenly graded mixture of crushed stone with 100 percent (100 %) passing a 1 �h inch sieve, and not more than 5 percent passing a No. 8 sieve. 2.08 Fertilizer: A. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and slow- nitrogen, 50 percent (50 %) derived from natural organic sources of urea -form, phosphorous, and potassium in the following composition: 1. Slow - Release Fertilizer for Trees and Shrubs: Granular fertilizer consisting of 50 percent (50 %) water - insoluble nitrogen, phosphorus, and potassium in the following composition: a. Composition: 5 percent (5 %) nitrogen, 10 percent (10 %) phosphorous, and 5 percent (5 %) potassium, by weight. 2. Fertilizer for reconditioning of lawns: 1 lb. Per 1,000 sq. ft. of actual nitrogen, 4 percent (4%0) phosphorous, and 2 percent (2 %) potassium be weight. 2.09 Mulches: A. Organic Mulch: Organic mulch, free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of the following: 1. Type: Shredded hardwood bark. 2.10 Stakes and Guys: A. Upright and Guy Stakes: Rough -sawn, sound, new hardwood, redwood, or pressure - preservative- treated softwood, free of knots, holes, cross grain, and other defects 2 by 2 inches (50 by 50 mm) by length indicated, pointed at one end. B. Upright Tree Stake and Tie Wire: ASTM A641 (ASTM A 641M), Class 1, galvanized -steel wire, 2- strand, twisted, 0.106 inch (2.7 mm) in diameter. C. Tree Guy Cable: 5- strand, 3/16 inch (4.8 mm) diameter, galvanized -steel cable, with zinc - coated turn buckles, 3 inch (75 mm) long minimum, with two 3/8 inch (10 mm) galvanized eyebolts, All guy wires shall be marked with white flags to prevent safety hazard. D. Hose Chafing Guard: Reinforced rubber or plastic hose a least % inch (13 mm) in diameter, black, cut to lengths required to protect tree trunks from damage. E. Trunk -Wrap Tape: Two layers of crinkled paper cemented together with bituminous material, 4 inches (102 mm) wide minimum, with stretch factor of 33 percent. PART 3 - EXECUTION 3.01 Examination: A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting performance of work of the Section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 Preparation: A. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, and secure Owner's /Landscape Architect's acceptance before the start of planting work. Make minor adjustments as may be required. 3.03 Planting Soil Preparation: A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant- growth. B. Mix soil amendments as specified on planting details. Mix fertilizers with topsoil at rates indicated. Delay mixing fertilizer if planting does not follow placing of planting soil within a few days. C. For tree pit or trench backfill, mix planting soil before backfilling and stockpile at site. 1. Provide specified fertilizer at a rate of: a. Shade tree - 2 pounds per inch of caliper. b. Small trees - 1 pound per inch of caliper. D. For planting beds, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 1. Apply specified commercial fertilizer at rates and thoroughly mix into upper 2" of topsoil. Provide specified fertilizer at the following rates: a. Shrubs - 1/ pound per foot height or spread. b. Evergreens - 1/8 pound per foot height or spread. c. Herbaceous Plants - 1/8 pound per plant. 3.04 Ground Cover and Perennial Plant Bed Preparation: A. Till soil in beds to a minimum depth of 8 inches (200 mm) and mix with specified fertilizers. 1. Use fertilizer at a rate of 2 pounds per 100 square feet. 3.05 Excavation for Trees and Shrubs: A. Pits and Trenches: Excavate with vertical sides and with bottom of excavation slightly raised at center to assist drainage. Loosen hard subsoil in bottom of excavation. . 1. Balled and Burlapped Trees and Shrubs: Excavate approximately 2 times as wide as ball diameter and equal to ball depth, plus the following setting layer depth: a. Setting Layer: Allow 3 inches (75 mm) of planting soil. 2. Container -Grown Shrubs: Excavate to container width and depth, plus the following setting - lager depth: a. Setting Layer: Allow 3 inches (75 mm) of planting soil. B. Dispose of subsoil removed from landscape excavations. Do not mix with planting soil or use as backfill. C. Obstructions: Notify Landscape Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. 1. Hardpan Layer: Drill 6 inch (150 mm) diameter holes into free - draining strata or to a depth of 10 feet (3 m), whichever is less, and backfill with free - draining material. D. Drainage: Notify Landscape Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. 1. Landscape Architect has the option to require the installation of 8" drainage pits at the bottom of the ball excavation to facilitate drainage. Use an 8" auger to dig 36" deep pit. Fill pit with washed drainage fill. 2. Rock's excavation includes removal and disposal of rock material and obstructions encountered that can be removed by the following heavy -duty rock excavating equipment. a. Rock material includes boulders � cu. yd. (0.38 cu.m.) or more in volume and rock in beds, ledges, unstratified masses, and conglomerate deposits. 3. Rock excavating equipment for tree pits shall be equivalent to Caterpillar Model No. 215D LC track - mounted hydraulic excavator, equipped with a 42 inch (1050 mm) wide short -tip radius rock bucket, rated at not less than 120 hp (89 kW) flywheel power with bucket - curling force of not less than 25,000 LB (111 kN) and stick -crowd force of not less than 18,700 LB (83 kN), measured according to SAE Standard J1179. 4. Do not excavate rock until it has been cross - sectioned by Landscape Architect. E. Fill excavations with water and allow it percolate out, before placing setting layer and positioning trees and shrubs. 3.06 Planting Trees and Shrubs: A. Set balled and burlapped stock plumb and in center of it or trench with top of ball raised above adjacent finish grades as indicated. 1. Place stock on setting layer of compacted planting soil. 2. Remove burlap and wire baskets from tops of balls and partially from sides, but do not remove from under balls. Remove pallets, if any, before setting. Do not use planting stock if ball is cracked or broken before or during planting operation. 3. Place backfill around ball in layers, tamping to settle backfill and eliminate voids and air pockets. When pit is approximately 1h backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. B. Set container -grown stock plumb and in center of pit or trench with top of ball raised above adjacent finish grades as indicated. 1. Carefully remove containers so as not to damage root balls. 2. Place stock on setting layer of compacted planting soil. 3. Place backfill around ball in layers, tamping to settle backfill and eliminate voids and air pockets. When pit is approximately 1h backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. C. Dish and tamp top of backfill to form a 3 inch (75 mm) high mound around the rim of the pit. Do not cover top of root ball with backfill. D. Wrap trees of 2 inch (50 mm) caliper and larger with trunk -wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. Inspect tree trunks for injury, improper pruning, and insect infestation and take corrective measures required before wrapping. 3.07 Tree and Shrub Pruning: A. Prune, thin, and shape trees and shrubs as directed by Landscape Architect. 3.08 Tree and Shrub Guy Staking: A. Upright Staking and Tying: Stake trees of 2 through 5 inch (50 through 125 mm) caliper. Stake trees of less than 2 inch (50' mm) caliper only as required to prevent wind tip -out. Use a minimum of 2 stakes of length required to penetrate at least 18 inches (450 mm) below bottom of backfilled excavation and to extend at least 73 inches (1800 mm) above grade. Set vertical stakes and space to avoid penetrating balls or root masses. Support trees with 2 strands of tie wire encased in hose sections at contact points with tree trunk. Allow enough slack to avoid rigid restraint of trees. B. Guying and Staking: Guy and stake trees exceeding 14 feet (4.2 m) and more than 3 inch (75 mm) caliper unless otherwise indicated. Securely attach no fewer than 3 guys to stakes 30 inches (760 mm) long, driven to grade. Attach flags to each guy wire, 30 inches (760 mm) above finish grade. Wrap trunk with tape as shown on details. 3.09 Planting Ground Cover and Plants: A. Space ground cover and plants as indicated. B. Dig holes large enough to allow spreading of roots, and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. 3.10 Fill: A. Preparation: Remove vegetation, topsoil, debris, wet and unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placing fills. B. When subgrade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface to depth required, pulverize, moisture- condition or aerate soil and recompact to required density. C. Place fill mateial in layers to required elevations for each location listed below. 1. Under grass, use satisfactory excavated or borrow soil material. D. Place fill materials in layers not more than 8 inches (200 mm) in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand - operated tampers. E. Place backfill and fill materials evenly on all sides of structures to required elevations. Place backfill and fill uniformly along the full length of each structure. F. Percentage of Maximum Dry Density Requirements; Compact soil to not less than the following percentages of maximum dry density according to ASTM D 1557: 1. Under lawn or unpaved areas, compact the top 6 inches (150 mm) below subgrade and each layer of backfill or fill material at 80 percent (80 %) maximum dry density. 3.11 Grading: A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compact requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between existing adjacent grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to conform to required surface tolerances. B. Site Grading: Slope grades to prevent ponding. Finish subgrades to required elevations within V ". 3.12 Final Grading and Placement of Topsoil: A. Loosen subgrade and lawn area to a minimum depth of 4 inches. Remove stones measuring over 1 -1.2 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1. Spread topsoil to minimum depth required to meet lines, grades, and elevations shown, after light rolling and natural settlement. Minimum depth of topsoil shall be 4 inches unless otherwise indicated. In tree and shrub planting areas there shall be 18" - 24" topsoil. Around the plant, at least in an area equal to the plants' mature canopy size. 2. Place approximately % of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of topsoil. 3.13 Reconditioning Lawn and Seeding of Berms: . A. Recondition existing lawn areas or other Contractor's work damaged by operations, including storage of materials or equipment and movement of vehicles. Seed all berms installed by Landscape Contractors that are not in an existing lawn. Sod all berms installed by Landscape Contractor that are in existing lawns. B. Remove sod and vegetation from damaged lawn areas; do not bury into soil. Remove topsoil containing foreign materials resulting from Contractor's operations, including oil drippings, fuel spills, stone, gravel, and other construction materials, and replace with new topsoil. C. Where substantial lawn remains, mow, dethatch, core aerate, and rake. Remove weeds before seeding. Where weeds are extensive, apply selective herbicides as required. Do not use pre- emergence herbicides. D. Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf, and legally dispose of it off the Owner's property. E. Till stripped, bare, and compacted areas thoroughly to a depth of 6 inches (150 mm). F. Apply initial fertilizers and mix thoroughly into top 4 inches (1000 mm) of soil. Fertilizer shall provide 1 lb. Per 1,000 sq. ft. of actual nitrogen, 4 percent (4 %) phosphorous, and 2 percent (2 %) potassium by weight. Provide new planting soil as required t fill low spots and meet new finish grades. G. Apply sod, or seed and mulch as stated in Section 621.05 and 621.06 of the 1999 Indiana Department of Transportation Standard Specification. H. Water newly planted areas and keep moist until new grass is established. I. This work is not paid for directly but is included in the cost of other items. 3.14 Mulching: A. Mulch backfilled surfaces of pits, trenches, planted areas, and other areas indicated. B. Organic Mulch: Apply the following average thickness of organic mulch and finish level with adjacent finish grades. Do not place mulch against trunks or stems. 1. Thickness: 3 inches (75 mm). 3.15 Cleanup and Protection: A. During landscaping, keep pavements clean and work area in an orderly condition. B. Protect landscaping from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.16 Disposal of Surplus and Waste Materials: A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash and debris, and legally dispose of it off the Owner's property. END OF SECTION C 0 Cn DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) noI Pd S er THE SOHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 --1037 Telephone: 317.826.710 0 Fax: 317.826.7200 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.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: 0 F� ALF SHEET 11TLE: LANDSCAPE SPECIFICATIONS U) SHEET NO.: H=eis)(an x 4<� U i f2l i �::) >9� = U w z � z W � z ,c::4 z CM013 r4l E� �4 r=q F4 . � �� I- , i -<4 a O � � C..) . &...q N H o & ... 4 DATE: PROJECT NO.: 10/10/05 4477.002 DRAWN BY: CHECKED BY: ZAB ALF SHEET 11TLE: LANDSCAPE SPECIFICATIONS DRAWING FILES: SHEET NO.: H=eis)(an