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00 00 1 m Q) CAI -I- CD M CD (D 00 \VICINITY MAP / NO SCALE Hic E 1 NI Dougi s Dr m v 0 �' Carrington Gr e— E 126th St Son w oad Sandalw d Dr r > & Otis Avenue Environmental Engineering Indianapolis, IN 46216-1037 on If r No ay = ' GIS * LIS Fax: 317.826.7200 www.schneidercorp.com Home Builder Services WATER DISTRIBUTION PLAN �- k Interior Design Eds a D � "� �c7 .._ U C/J _ Land Surveying — GENERAL DETAILS g Landscape Architecture — STORMNATER POLLUTION PREVENTION DETAILS M101 - Transportation Engineering P101 - C1_ P(oO1 - PLUMBING SCHEDULES DETAILS m THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER Eden ay `,.n FOR VERIFYING THAT THESE DOCUMENTS _ 11-1 Saint Arm ds Cir 6 Cc E Carm• rc os xJoa z ;.,cV I o` a Wlndbu Way c x 9fl_'2 c� v=lam Q va f M 0 Holo PI c w .O r d. O< E 122nd St y H 2 o c vs �7 IH 01 — Y L o Northwood Dr , w- �� 4ai C _; m Es al a o E�� _ E Ca •I Dr -r` •� j a o a ^' v • r—Jr a L Sta110ix - c c — m• W ,o F Z t t� o a 4` QAC m Su Ct r Ma Ct Yq 0 gEg 3 R Id ^ c E sksids Ln m sit a<• 1 c ° P 9 Ch u I a• Wood d• Ct c c Y So F zn nn g BAon PI a M 4' O < Na •r ov IlshCt Emity Way c` m o ma �O< ° nods n Ct of p S Ants o ti i la Dr G� ° r Lcndinp Roliln pr1 s Dr R IOn S rtn Dr • ay PI T ° Ouail un c` _ ro•k r Worn Dr c 7 Whb ing T S v E 11off St W a (n Y O� Dry advok N• n p y •s Round U Tri CI 2�o nlny St Y -9 Dr E 106th St 1 Vallirdow Dr Blrc nyon r 6n 111 Cr« Dr REVISIONS: IF 75A -TE I BY: I DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: FOUNDERS PARK PHASE II 116 7 5 HAZEL DELL PARKWAY CARMEL, IN 46032, HAMILTON CO. DEVELOPER: CARMEL-CLAY BOARD OF PARKS AND REC. 1.411 E I I GT14 STREET CARMEL, IN 46032 F14: (317) 571-2485 CONTACT: MARK N ESTERM E I ER *no's CALE MA I I I I � II I I I I I I i I I I I I II I I I I I I EX SIG I p I I 1. 'I I I I PROPOSED ' -- I LAYGROUND & I SHELTE { I I 4 O I I RKI G L 1 I PROPOSED TRAI a +I I I I I � I I � ii \+ EXISTING POND I I I I I III II i THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED ( 0 HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN c' PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Y Know whan; below. © 2010, The Schneider Corporation, Call before you dig. LVWVJ_easteC,.E'fli!Y!E!C'.fiYi .L'GF'ii V�/VVV'✓.(;i3S�f3ril�7l(�11"1_E,';3YIFl�_CCil17 SHEET INDEX L001 - COVER SHEET ENTRANCE PLAN D101 - DEMOLITION PLAN 0101 - SITE PLAN 0102 - GRADING AND DRAINAGE PLAN 0103 - UTILITY PLAN C301 - MAINTENANCE OF TRAFFIC PLAN 0801 - WATER DISTRIBUTION DETAILS 0803 - GENERAL DETAILS PLAYGROUND, TRAIL t LANDSCAPE PLANS L101 - mider, THE SCHNEIDER CORPORATION Architecture Historic Fort Harrison Civil Engineering 8801 Otis Avenue Environmental Engineering Indianapolis, IN 46216-1037 Geotechnical Services Telephone: 317.826.7100 GIS * LIS Fax: 317.826.7200 www.schneidercorp.com Home Builder Services WATER DISTRIBUTION PLAN �- k Interior Design LANDSCAPE DETAILS � "� �c7 .._ U C/J _ Land Surveying — GENERAL DETAILS g Landscape Architecture — STORMNATER POLLUTION PREVENTION DETAILS M101 - Transportation Engineering REVISIONS: IF 75A -TE I BY: I DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: FOUNDERS PARK PHASE II 116 7 5 HAZEL DELL PARKWAY CARMEL, IN 46032, HAMILTON CO. DEVELOPER: CARMEL-CLAY BOARD OF PARKS AND REC. 1.411 E I I GT14 STREET CARMEL, IN 46032 F14: (317) 571-2485 CONTACT: MARK N ESTERM E I ER *no's CALE MA I I I I � II I I I I I I i I I I I I II I I I I I I EX SIG I p I I 1. 'I I I I PROPOSED ' -- I LAYGROUND & I SHELTE { I I 4 O I I RKI G L 1 I PROPOSED TRAI a +I I I I I � I I � ii \+ EXISTING POND I I I I I III II i THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED ( 0 HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN c' PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Y Know whan; below. © 2010, The Schneider Corporation, Call before you dig. LVWVJ_easteC,.E'fli!Y!E!C'.fiYi .L'GF'ii V�/VVV'✓.(;i3S�f3ril�7l(�11"1_E,';3YIFl�_CCil17 SHEET INDEX L001 - COVER SHEET ENTRANCE PLAN D101 - DEMOLITION PLAN 0101 - SITE PLAN 0102 - GRADING AND DRAINAGE PLAN 0103 - UTILITY PLAN C301 - MAINTENANCE OF TRAFFIC PLAN 0801 - WATER DISTRIBUTION DETAILS 0803 - GENERAL DETAILS PLAYGROUND, TRAIL t LANDSCAPE PLANS L101 - LAYOUT t MATERIALS PLAN_ A201 L102 - PLAY EQUIPMENT LAYOUT t MATERIALS °PI`'�a L103 -L104 - LAYOUT $ MATERIALS PLAN _D UI'6 r'r L201 -L202 - GRADING $ UTILITIES PLAN crt(Dwa - o C" L300-LB05 - LANDSCAPE PLAN L401 - STORMNATER POLLUTION PREVENTION PLAN L701 - WATER DISTRIBUTION PLAN �- k L801 - LANDSCAPE DETAILS � "� �c7 .._ U C/J _ L802 — LB04 — GENERAL DETAILS g L805—L807 — STORMNATER POLLUTION PREVENTION DETAILS SHELTER PLANS A101 - FLOOR PLAN $ NOTES A201 - EXTERIOR ELEVATIONS $ NOTES A301 - BUILDING SECTIONS A302 - NALL SECTIONS * DETAILS A401 - DOOR DETAILS * NOTES 5100 - GENERAL NOTES 5201 - FOUNDATION PLAN 5202 - ROOF FRAMING PLAN 5301-5303 - SECTIONS $ DETAILS 5304 - TYPICAL MASONRY DETAILS E100 - ELECTRICAL SITE PLAN E101 — LIGHTING PLAN E102 — POWER t SYSTEMS PLAN E601 - ELECTRICAL SCHEDULE DETAILS M101 - MVAC PLAN P101 - PLUMBING PLAN P(oO1 - PLUMBING SCHEDULES DETAILS - THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RESPONSIBLE `,.n FOR VERIFYING THAT THESE DOCUMENTS _ 11-1 ARE THE MOST CURRENT PRIOR TO USE. x0""',R' KR0S'�'°'''�', ��P���;sTER spy No. LA20700037 STATE OF V, 11VDI ANP A DATE: 116Z► LW(0 -r cv =v= W EyEEa o" G _ 7 rn = O L = W W 0 4.1 :H Ma m v J, Q Q! ° r_ v Uo7v_ - O - L `,.n _ 11-1 6 Cc xJoa z ;.,cV n x 9fl_'2 c� v=lam Q va f M y° w .O , cns y H 2 o c vs �7 IH 01 — Y L � Ql = � , w- �� E� C _; m Es al a o E�� -r cv =v= W EyEEa o" JOB No. 4377.003 FILE NAME: T:\4k\4377\003\dwgs Phase 11 4 f h L v J, Q �tlE - O L r�.rJ7F n x m�•�ro 3 c� '40, a a� = o f M w .O y H 2 o c vs ,.. � f0 Y o� .o � , w- m Es al a o E�� _ d is .° of 1H j a o a ^' v • . JOB No. 4377.003 FILE NAME: T:\4k\4377\003\dwgs Phase 11 4 f N m 0 0 2 U_ 00 Tr DCVIL�� OD SAW CUT I m EXISTING CURB AND GUTTER TO REMAIN N REMOVE EXISTING CURB AND GUTTER C (CONTRACTOR SHALL SAW CUT EXISTING ASPHALT (D PAVEMENT 2 FT. WEST OF EXISTING EDGE OF GUTTER XREF. T:\4k\4377\003\dwgs Phase II\4377003t—d AND REMOVE ASPHALT PAVEMENT COMPLETE.) D N M CL 0 REMOVE EXISTING STORM SEWER CASTING AND CD cn 5 PROPOSED IMPROVEMENTS CDC (SALVAGE CASTING FOR REUSE. REFER TO SHEET C103 FOR ADDITIONAL INFORMATION) Q EXISTING STORM STRUCTURE TO REMAIN Q EXISTING STORM SEWER TO REMAIN co 41o 4 a- _,:� z*z- F d. C 11 % 1 G / F o "fir. H H H F �frAt r G ' G 5 A D , J ll � a C r J H J �. K D J ( I 1 K l� ii 1 1 I 1 J R=1,824.86' L=1,256.21' I� D J i �! J H r� (1 K I f D //— EXISTING FOUNDERS PARK _// LARGE CONCRETE BLOCK AND OTHER RUBBLE TO BE PUSHED OUT OF SIGHT INTO RAVINE. EXISTING FOUNDERS PARK m Y Know what's beim I Call before you dig. 0 30' 60' O REMOVE EXISTING TREE `mss' (CONTRACTOR TO COORDINATE WITH OWNER TO DETERMINE WHICH TREES ARE TO BE RELOCATED AND THEIR EXACT LOCATION) Q EXISTING TREE TO REMAIN (CONTRACTOR SHALL PROTECT DURING ALL PHASES OF CONSTRUCTION) OR EXISTING STORM SEWER ■i■ © Yeii , ■ . J EXISTING WOODED AREA F -WARNING- 7 THIS SHEET TO BE USED FOR SITE SURFACE DEMOLI L TION PURPOSES ONLY. -NOTE- REFER TO SHEET 0103 FOR EASTING STORM LSEWER DATA —NOTE— THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON AN ALTA/ASCM LAND TITLE AND TOPOGRAPHIC SURVEY NAMED "FOUNDERS PARK" DATED OCTOBER 17, 2003, AND DESIGN PLANS FOR FOUNDERS PARK DATED APRIL 28, 2008, BOTH PREPARED BY THE SCHNEIDER CORPORATION. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SITE CONDITIONS PRIOR TO CONSTRUCTION. IDIEM®I1=®w w 1. ALL NECESSARY APPROVALS FROM AGENCIES GOVERNING THIS WORK SHALL BE SECURED BY THE CONTRACTOR IF THEY HAVE NOT BEEN PREVIOUSLY OBTAINED BY THE OWNER PRIOR TO BEGINNING DEMOLITION. 2. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF VEHICULAR AND PEDESTRIAN TRAFFIC MEASURES PRIOR TO THE COMMENCEMENT OF DEMOLITION. ALL MEASURES SHALL BE APPROVED BY THE OWNER AND WILL REMAIN IN PLACE UN11L COMPLETION OF THE PROJECT. CONTRACTOR SHALL ADJUST AS NEEDED DURING CONSTRUCTION. 3. CONTRACTOR IS TO USE CAUTION WITH EXISTING UTILITIES WITHIN THE PROJECT LIMITS. CAUTION SHALL BE USED WHEN WORKING IN AND AROUND THESE UTILITIES, AS SOME UTILITIES MAY NOT BE REINFORCED FOR HEAVY EQUIPMENT. 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARKS AND RELOCATING BENCHMARKS IF NECESSARY. BENCHMARKS SHALL BE RELOCATED TO ORIGINAL ELEVATION. ALL BENCHMARKS SHALL BE RELOCATED OR REPLACED BY AN INDIANA LICENSED SURVEYOR. 5. CONTRACTOR SHALL REQUEST UTILITY LOCATIONS PRIOR TO THE COMMENCEMENT OF WORK. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PRIOR TO ANY EXCAVATION AT LEAST 72 HOURS PRIOR TO THEIR PHASE OF WORK. CONTRACTOR SHALL NOTIFY THE OWNER OR THE ENGINEER IN WRITING OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES OR OWNER. ALL UTILITY COMPANIES AND OWNER SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 7. ALL DEMOLITION AND CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 8. ALL PERMITS AND EASEMENTS (IF ANY) WILL BE OBTAINED BY THE OWNER WITH ANY REQUIRED INSURANCE OR BONDS TO BE PROVIDED BY THE CONTRACTOR. 9. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES AND STRUCTURES UNLESS OTHERWISE NOTED. ALL UTILITIES AND/OR SITE AMENITIES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL CONTACT ENGINEER OR OWNER REPRESENTATIVE IMMEDIATELY REGARDING ANY UTILITIES DISCOVERED THAT HAVE NOT BEEN IDENTIFIED ON PLANS. 10, AL NECESSARY INSPECTIONS AND CERTIFICATIONS REQUIRED BY CODES AND UTILITY OWNERS SHALL BE PAID FOR BY CONTRACTOR AND PERFORMED PRIOR TO COMPLETION OF WORK. 11. CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION. 12. CONTRACTOR SHALL AS -BUILT ENDS (PLUGS, TERMINATION POINTS, ETC.) OF ALL EXISTING UTILITY INFRASTRUCTURE REMOVED IN CONJUNCTION WITH THIS PROJECT VIA PROFESSIONAL SURVEYOR AND PROVIDE TO OWNER. 13. ALL UTILITY INFRASTRUCTURE THAT IS INDICATED TO REMAIN IS TO BE PROTECTED. CONTRACTOR SHALL RECEIVE APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO REMOVAL OF ANY EXISTING UTILITY INFRASTRUCTURE WHICH IS NOT INDICATED TO BE REMOVED. 14. CONTRACTOR TO REMOVE UNSATISFACTORY SOILS AS DIRECTED BY OWNER. UNSUITABLE MATERIALS WILT BE AS DETERMINED BY OWNER AND MAY BE ENCOUNTERED THROUGHOUT SITE. 15. CONTRACTOR TO REINSTALL ANY REMOVED SIGNAGE AS REQUIRED BY OWNER FOLLOWING COMPLETION OF WORK, UNLESS NEW SIGNAGE IS INDICATED. 16. CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY EXISTING CONDITIONS DAMAGED DURING DEMOLITION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE PATTERNS, UTILITIES, LIGHTING, PAVEMENT, SIDEWALKS, CURBS, ETC. REPAIRS SHALL BE EQUAL TO EXISTING CONDITIONS. 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL GENERAL SITE DEBRIS (I.E. BRANCHES, RUBBISH, ETC.) FROM THE SITE AT HIS EXPENSE. DISPOSAL OF ALL MATERIALS REMOVED FROM SITE SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH APPLICABLE LAWS. 18. CONTRACTOR IS TO ENSURE THAT ALL LIFE SAFETY EQUIPMENT (SUCH AS FIRE HYDRANTS) REMAINS AVAILABLE AT ALL TIMES. �OQ� G15T T i `��� r R� �Fp •. Q f No. 2 .flf 9599028 STATE OF >� _�� /tillIIwlt\ .1 i i DATE: `I IIZiC< 10 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. (2009 f q 4bi Schneider 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Tr DCVIL�� Q SAW CUT 0 EXISTING CURB AND GUTTER TO REMAIN c REMOVE EXISTING CURB AND GUTTER SHEET TITLE: (CONTRACTOR SHALL SAW CUT EXISTING ASPHALT DRAWING FILES: :\4k\4377\003\dwgs Phase II\D101.dwg PAVEMENT 2 FT. WEST OF EXISTING EDGE OF GUTTER XREF. T:\4k\4377\003\dwgs Phase II\4377003t—d AND REMOVE ASPHALT PAVEMENT COMPLETE.) D REMOVE EXISTING ASPHALT PATH Q EXISTING ASPHALT PATH TO REMAIN 0 REMOVE EXISTING STORM SEWER CASTING AND MANHOLE BARREL SECTIONS AS REQUIRED FOR PROPOSED IMPROVEMENTS (SALVAGE CASTING FOR REUSE. REFER TO SHEET C103 FOR ADDITIONAL INFORMATION) Q EXISTING STORM STRUCTURE TO REMAIN Q EXISTING STORM SEWER TO REMAIN O REMOVE EXISTING TREE `mss' (CONTRACTOR TO COORDINATE WITH OWNER TO DETERMINE WHICH TREES ARE TO BE RELOCATED AND THEIR EXACT LOCATION) Q EXISTING TREE TO REMAIN (CONTRACTOR SHALL PROTECT DURING ALL PHASES OF CONSTRUCTION) OR EXISTING STORM SEWER ■i■ © Yeii , ■ . J EXISTING WOODED AREA F -WARNING- 7 THIS SHEET TO BE USED FOR SITE SURFACE DEMOLI L TION PURPOSES ONLY. -NOTE- REFER TO SHEET 0103 FOR EASTING STORM LSEWER DATA —NOTE— THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON AN ALTA/ASCM LAND TITLE AND TOPOGRAPHIC SURVEY NAMED "FOUNDERS PARK" DATED OCTOBER 17, 2003, AND DESIGN PLANS FOR FOUNDERS PARK DATED APRIL 28, 2008, BOTH PREPARED BY THE SCHNEIDER CORPORATION. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SITE CONDITIONS PRIOR TO CONSTRUCTION. IDIEM®I1=®w w 1. ALL NECESSARY APPROVALS FROM AGENCIES GOVERNING THIS WORK SHALL BE SECURED BY THE CONTRACTOR IF THEY HAVE NOT BEEN PREVIOUSLY OBTAINED BY THE OWNER PRIOR TO BEGINNING DEMOLITION. 2. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF VEHICULAR AND PEDESTRIAN TRAFFIC MEASURES PRIOR TO THE COMMENCEMENT OF DEMOLITION. ALL MEASURES SHALL BE APPROVED BY THE OWNER AND WILL REMAIN IN PLACE UN11L COMPLETION OF THE PROJECT. CONTRACTOR SHALL ADJUST AS NEEDED DURING CONSTRUCTION. 3. CONTRACTOR IS TO USE CAUTION WITH EXISTING UTILITIES WITHIN THE PROJECT LIMITS. CAUTION SHALL BE USED WHEN WORKING IN AND AROUND THESE UTILITIES, AS SOME UTILITIES MAY NOT BE REINFORCED FOR HEAVY EQUIPMENT. 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARKS AND RELOCATING BENCHMARKS IF NECESSARY. BENCHMARKS SHALL BE RELOCATED TO ORIGINAL ELEVATION. ALL BENCHMARKS SHALL BE RELOCATED OR REPLACED BY AN INDIANA LICENSED SURVEYOR. 5. CONTRACTOR SHALL REQUEST UTILITY LOCATIONS PRIOR TO THE COMMENCEMENT OF WORK. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PRIOR TO ANY EXCAVATION AT LEAST 72 HOURS PRIOR TO THEIR PHASE OF WORK. CONTRACTOR SHALL NOTIFY THE OWNER OR THE ENGINEER IN WRITING OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES OR OWNER. ALL UTILITY COMPANIES AND OWNER SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 7. ALL DEMOLITION AND CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 8. ALL PERMITS AND EASEMENTS (IF ANY) WILL BE OBTAINED BY THE OWNER WITH ANY REQUIRED INSURANCE OR BONDS TO BE PROVIDED BY THE CONTRACTOR. 9. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES AND STRUCTURES UNLESS OTHERWISE NOTED. ALL UTILITIES AND/OR SITE AMENITIES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL CONTACT ENGINEER OR OWNER REPRESENTATIVE IMMEDIATELY REGARDING ANY UTILITIES DISCOVERED THAT HAVE NOT BEEN IDENTIFIED ON PLANS. 10, AL NECESSARY INSPECTIONS AND CERTIFICATIONS REQUIRED BY CODES AND UTILITY OWNERS SHALL BE PAID FOR BY CONTRACTOR AND PERFORMED PRIOR TO COMPLETION OF WORK. 11. CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION. 12. CONTRACTOR SHALL AS -BUILT ENDS (PLUGS, TERMINATION POINTS, ETC.) OF ALL EXISTING UTILITY INFRASTRUCTURE REMOVED IN CONJUNCTION WITH THIS PROJECT VIA PROFESSIONAL SURVEYOR AND PROVIDE TO OWNER. 13. ALL UTILITY INFRASTRUCTURE THAT IS INDICATED TO REMAIN IS TO BE PROTECTED. CONTRACTOR SHALL RECEIVE APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO REMOVAL OF ANY EXISTING UTILITY INFRASTRUCTURE WHICH IS NOT INDICATED TO BE REMOVED. 14. CONTRACTOR TO REMOVE UNSATISFACTORY SOILS AS DIRECTED BY OWNER. UNSUITABLE MATERIALS WILT BE AS DETERMINED BY OWNER AND MAY BE ENCOUNTERED THROUGHOUT SITE. 15. CONTRACTOR TO REINSTALL ANY REMOVED SIGNAGE AS REQUIRED BY OWNER FOLLOWING COMPLETION OF WORK, UNLESS NEW SIGNAGE IS INDICATED. 16. CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY EXISTING CONDITIONS DAMAGED DURING DEMOLITION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE PATTERNS, UTILITIES, LIGHTING, PAVEMENT, SIDEWALKS, CURBS, ETC. REPAIRS SHALL BE EQUAL TO EXISTING CONDITIONS. 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL GENERAL SITE DEBRIS (I.E. BRANCHES, RUBBISH, ETC.) FROM THE SITE AT HIS EXPENSE. DISPOSAL OF ALL MATERIALS REMOVED FROM SITE SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH APPLICABLE LAWS. 18. CONTRACTOR IS TO ENSURE THAT ALL LIFE SAFETY EQUIPMENT (SUCH AS FIRE HYDRANTS) REMAINS AVAILABLE AT ALL TIMES. �OQ� G15T T i `��� r R� �Fp •. Q f No. 2 .flf 9599028 STATE OF >� _�� /tillIIwlt\ .1 i i DATE: `I IIZiC< 10 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. (2009 f q 4bi Schneider 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE:09-23-10 PROJECT4377.003 z DRAWN BY: CHECKED BY: AF MK SHEET TITLE: C:) DRAWING FILES: :\4k\4377\003\dwgs Phase II\D101.dwg ff: T. \4k\4377\003\dwgs Phase II\Title1.dwg XREF. T:\4k\4377\003\dwgs Phase II\4377003t—d ff: T:\4k\4377\003\dwgs Phase II\003bs—demo � o ry d W � Qw O 0 � w LO W Nt DATE:09-23-10 PROJECT4377.003 DRAWN BY: CHECKED BY: AF MK SHEET TITLE: DEMOLITION PLAN DRAWING FILES: :\4k\4377\003\dwgs Phase II\D101.dwg ff: T. \4k\4377\003\dwgs Phase II\Title1.dwg XREF. T:\4k\4377\003\dwgs Phase II\4377003t—d ff: T:\4k\4377\003\dwgs Phase II\003bs—demo ff: T:\4k\4377\003\dwgs\entranceblock.dwg SHEET NO.: Cr L i 1 u C 00 00 m C0 G7 CD M co (D CD CQ T� V! 21 nIi i D v v CL n 6 v Y O f7 EXISTING FOUNDERS PARK EXISTING FOUNDERS PARK slEel, Know what'$ wow. � Call before you dig. Tr DCML�� c8o3 c8o3 A V STRAIGHT CONCRETE CURB s B CONCRETE SIDEWALK C803 4 6 c CONCRETE CURB AND GUTTER C803 C803 7 D MODIFIED DEPRESSED CURB AND GUTTER C803 c8o3 E 8' ASPHALT MULTI -USE PATH 1 F ASPHALT PAVEMENT C803 Q TAPER CURB TO GRADE. (CONTRACTOR SHALL PROVIDE SUFFICIENT TAPER LENGTH TO ENSURE LONGITUDINAL SLOPE OF SIDEWALKS DOES NOT EXCEED 57) 0 CONTRACTOR TO ADJUST MULTI -USE PATH ALIGNMENT AS NECESSARY TO AVOID EXISTING STORM STRUCTURE (REFER TO SHEET C103 FOR STORM STRUCTURE LOCATION. COORDINATE PATH ALIGNMENT WITH OWNER.) 0 CROSSWALK STRIPING (6" WIDE THERMOPLASTIC SOLID WHITE LINE) Q e THERMOPLASTIC SOLID WHITE LANE MARKING 9 0 STOP SIGN C803 Q GRASSED/LANDSCAPED AREA. SEE SHEET L303. 0 THERMOPLASTIC STOP BAR 0 EXISTING ASPHALT PAVEMENT 0 EXISTING CONCRETE SIDEWALK 0 EXISTING CONCRETE CURB AND GUTTER 0 STONE ENTRANCE SIGN. SEE DETAILS 1/1-804 & 2/L804. 10 ceo3 0 EXPANSION JOINT. SEE DETAIL 10/C803. EXISTING TREES EXISTING WOODED AREA 1. ALL RADII AND OTHER DIMENSIONS TO CURB ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 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 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. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. —NOTE— THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON AN ALTA/ASCM LAND TITLE AND TOPOGRAPHIC SURVEY NAMED "FOUNDERS PARK" DATED OCTOBER 17, 2003, AND DESIGN PLANS FOR FOUNDERS PARK DATED APRIL 28, 2008, BOTH PREPARED BY THE SCHNEIDER CORPORATION. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SITE CONDITIONS PRIOR TO CONSTRUCTION. r:5 �� � PEGI57Ey"••.. � Q'a STATE CF 't[t` It/ 11t.. I DATE I On 00 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. (2009 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE:09-23-10 PROJECT4377.003 Z DRAWN BY: CHECKED BY: AF MK CD SITE PLAN DRAWIN ? G LES: %V 4377 003\dwgs Phase 11\C101.dwg ff: T:\4k\4377\003\dwgs Phase II\4377003t—d XREF- T:\4k\4377\003\dwgs Phase II\003bs—demo XREF- L•\4k\4377\003\dwgs\entranceblockdwg XREF. T.\4k\4377\003\dwgs Phase II\003bs—entra XREF. T: \4k\4377\003\dwgs Phase II\Titlet.dwg SHEET NO.: a co wo E- E - H ,BTW co rr, (� W ^ LOr, r,Z1111— �—I DATE:09-23-10 PROJECT4377.003 DRAWN BY: CHECKED BY: AF MK SHEET TITLE: SITE PLAN DRAWIN ? G LES: %V 4377 003\dwgs Phase 11\C101.dwg ff: T:\4k\4377\003\dwgs Phase II\4377003t—d XREF- T:\4k\4377\003\dwgs Phase II\003bs—demo XREF- L•\4k\4377\003\dwgs\entranceblockdwg XREF. T.\4k\4377\003\dwgs Phase II\003bs—entra XREF. T: \4k\4377\003\dwgs Phase II\Titlet.dwg SHEET NO.: 00 ao 1 Cn (D �Q CID CD cQ Cn MITIC ir O� 749.59 M. 749.53 M.E / 9.54 ' ' � f '\ O 749.69 .E./RI \ 748.90 749.05 748.65 ° 748.80 48.45 _753- cr' - ' ' 753.25 ^- ' • . z it � "��� ��``.� 753.3 I J\ ,-• , 253.15 ..'��•� ( � .. �' •�/ 252. TC ��' ,� �.,,. 65 GUT 752 752 _ I •\ c .85 TC \� =CUT 51.9 0 1.3 G T • 751.75 TC 4, ' >,. T 751.25 3UT \ 751.50 TC 751.00 GUT t �7 TC M E 751.25 C _ �1 r,Trn 7t n 7r, ri IT 1•Io.01 I ; 16 •° •. . 751.35 TC �_ I ' / t 6 TC ' 1 .. , .•A.:.�•. 750.85 GU %_ 75( 1.851 T 751TC' n 6 GUT `� l ...• • . .85 r' / 751.35 CUT�� t N ti G 75010 7 ,1.35 GUT �� 751.65 I 1 1 �O C j 751.45 751.15 T \ iv " 752-00 TC 1 752.00 TC `-} �O 48.49 T 1 748.75 1tjJ ME 50. 5 GU - - - 751.35 GUT 751.50 GUT P 1 c_r: 751.25 TC M C \ \ 750.90 TC l/� l 751.35 TC 750.E0 GUT C �._ `3 moo, \ 1 750.40 GUT mak=- ; 7`0 5 GU? 1 RIM 748.74\A N �I 749. ' r f uvsur50F , UiI r TO 749.15 GUT , / ' :52_80 TC 111 .1 TC . 11 j f \ 1 48.9 t ! � . / „' 751.25 TC 750.75 GUT Off'M. 749.Q0 1 749.35 751.30 • a%, ° �-. _ ,� T( r�� j 1 50.80 G � yy 749.50 / oCP O 749.55 + / O 749.70 {^ ' 000� ti L753.85.}', .�� �; 751.: Q) i i M. 749.20 * 1 \\ o\o��' 'ss�os , 1 _; ' 1 r s �� �� R=1,824.86' GUT L=1,256.21'/ �', 753.05 TC i 1`'�, % 49. GU f l V� \ \ .752.5�GUT ' y 74970 - -� / \ \ a \. ��, i 752.65 TC O l / o M. 749.36 74 .85 / t \� \\ \ \� . • ` �S o 752 , 5 CUT r . S r� 1 + ' o • 54.00 o r 75 _� i 9 (4. 105° _754 ' ; J \ \ `, \.� �EC��� 5 r� 5z_s5�;G l-755. ( 1 UT 2.15_ UT 751 35 GUT F-I.E 749.58 i 75 749.95 5� \ a - S - - r E , 750.10 z 49.31 GUT 511 E M. 749.79/,, ._j `n 49.5 GUT 750:4000 --- � T Il -6a( �� M. 749.90 49. G�1T - I` + 750.39 t � \ � • � _ ._ ... .-•- k l j 749.96 1 M 49. GU� 44 r d Y OR EXISTING STORM SEWER *30 rte• 1::' _ $35 - -- EXISTING CONTOUR o `b 000.00 Tc 000.00 GUT 000.00 EXISTING ELEVA11ON 1� -'r EXISTING TREES EXISTING WOODED AREA know what's below. Call before you dig. • ® NEW STORM SEWER CASTING (REFER TO SHEET C103 FOR ADDITIONAL INFORMATION) ,�-- 835--- PROPOSED CONTOUR oao.00 PROPOSED PAVEMENT GRADES ® PROPOSED CURB & GUTTER GRADES T (TC=TOP OF CAUNG/CURB; GUT=GUTTER/RIM) FOO -0-0-01 ALL OTHER PROPOSED GRADES FLOW ARROW M. I- MATCH EXISTING ELEVATION RIM RIM ELEVATION -NOTE- THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON AN ALTA/ASCM LAND TITLE AND TOPOGRAPHIC SURVEY NAMED "FOUNDERS PARK" DATED OCTOBER 17, 2003, AND DESIGN PLANS FOR FOUNDERS PARK DATED APRIL 28, 2008, BOTH PREPARED BY THE SCHNEIDER CORPORATION. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SITE CONDITIONS PRIOR TO CONSTRUCTION. BM - BRONZE DISK STAMPED "HAMILTON COUNTY - GEODETIC CONTROL", AT THE SOUTHWEST CORNER OF HAZEL DELL PARKWAY ON THE BRIDGE OVER COOL CREEK. ELEVATION = 744.965 (NGVD 1929) TBM 1 - SCRIBED "x" IN THE SOUTHWEST CORNER OF A CURB INLET, NEAR THE NORTHWEST MOST CORNER OF THE SUBJECT TRACT. ELEVATION = 752.70 TBM 2 - CHISELED "x" ON THE NORTHEAST MOST BOLT ON TRAFFIC SIGNAL POLE AT THE NORTHEAST CORNER OF 116TH STREET AND HAZEL DELL PARKWAY. (NOTE: NEED TO REMOVE PLASTIC BOLT COVER TO SEE TOP BOLT). ELEVATION = 749.43 TBM 3 - RAILROAD SPIKE SET IN THE SOUTH FACE OF UTILITY POLE #088-681, NEAR THE EAST PROPERTY LINE AT THE POINT WHERE THE GRAVEL DRIVE ANGLES WEST. ELEVATION = 754.01 -NOTE- THE BENCHMARK LOCATION MAP IS TO BE USED ONLY FOR LOCATING TEMPORARY BENCHMARKS ON THE PROJECT SITE SITE - I 0 30' 60' '1,4® 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 CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF 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. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL STORM SEWERS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 7. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557). 8. ALL SIDEWALK AND ASPHALT PATH CROSS SLOPES SHALL NOT EXCEED 1:50 (279). LONGITUDINAL SLOPES SHALL NOT EXCEED 1:20 (57.). 11V11I 1011%W-1 BENCHMARK LOCATION MAP 1" = 200' ti'. G15TEfi,cp No. - 950002& tL STATE OF -X1:111111 •"'�� .� DATE: %46W v 4r 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, WTHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2009 fftl Schneider 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE:09-23-10 r Z O W C'12 O Q E F !: co 1-4 U w LO W � DATE:09-23-10 PRoJE 4377.003 BEEHIVE T/C 747.17 INV SE 744.60 12" RCP 4 v rn t ao 00 STREETS 00 WATER ' O m .- � o Cn N .-.• INV (D 12" RCP _- SW 734.3 CV M a STORM SEWER v � cn co BRIGHT HOUSE NETWORKS 5• 3030 ROOSEVELT AVE. CD O CD4a CARMEL, INDIANA 46032 � v o �• C.0 41 w wo -Ph, d � � CURB INLET T/C 749.19 INV SE 745.34 12" — STORM MANHOLE T/C 749.39 INV NW 744.9 12" RCP INV NE 734.6 48" RCP INV SW 734.6 48" RCP `— INLET T/C 748.54 INV SE 744.7 12" RCP INV NW 744.7 12" RCP BEEHIVE T/C 747.40 INV NW 744.0 12" RCP STORM MANHOLE STREETS T/C 747.65 WATER CARMEL UTILITIES INV NW 743.5 12" RCP INV NE 734.3 48" RCP INV SE 743.5 12" RCP INV SW 734.3 48" RCP EXISTING FOUNDERS PARK EXISTING FOUNDERS PARK EXISTING STORM SEWER EXISTING STORM STRUCTURE EXISTING TREES EXISTING WOODED AREA NEW STORM SEWER CASTING IIFIIYIE: Know what's below. -'qw C811 before you dig 8 A REMOVE BARREL SECTIONS AS REQUIRED AND REBUILD STORM cso3 MANHOLE SO THAT CASTING IS FLUSH WITH PROPOSED GRADE. CASTING SHALL BE NEENAH R-1712 OR APPROVED EQUAL (CONTRACTOR SHALL FIRST INVESTIGATE CONDITION OF EXISTING STRUCTURE AND NOTIFY ENGINEER IMMEDIATELY IF THIS CANNOT BE ACHIEVED.) s e REMOVE BARREL SECTIONS AS REQUIRED AND REBUILD STORM cso3 MANHOLE SO THAT CASTING IS FLUSH WITH PROPOSED GRADE. UTILIZE CURB INLET CASTINGS REMOVED FROM EXISTING STRUCTURES AS INDICATED ON SHEET D101. (CONTRACTOR SHALL FIRST INVESTIGATE CONDITION OF EXISTING STRUCTURE AND NOTIFY ENGINEER IMMEDIATELY IF THIS CANNOT BE ACHIEVED.) F -NOTE- -I REFER TO SHEET C102 FOR PROPOSED STORM LSTRUCTURE RIM ELEVATIONS. I —NOTE— THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON AN ALTA/ASCM LAND TITLE AND TOPOGRAPHIC SURVEY NAMED "FOUNDERS PARK" DATED OCTOBER 17, 2003, AND DESIGN PLANS FOR FOUNDERS PARK DATED APRIL 28, 2008, BOTH PREPARED BY THE SCHNEIDER CORPORATION. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SITE CONDITIONS PRIOR TO CONSTRUCTION. l I -111 Il l N <�> I I-�Wu 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, INDIANA SHALL APPLY FOR ALL STORM SEWERS. 3. 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. i100 -<0>N i .M4WIIIZ SANITARY SEWER STREETS ELECTRIC WATER CARMEL UTILITIES CARMEL UTILITIES DUKE ENERGY CARMEL UTILITIES 760 THIRD AVENUE SW 760 THIRD AVENUE SW 16475 SOUTHPARK DRIVE 760 THIRD AVENUE SW CARMEL, INDIANA 46032 CARMEL, INDIANA 46032 WESTFIELD, INDIANA 46074 CARMEL, INDIANA 46032 (317) 571-2444 (317) 571-2444 (317)896-6711 (317) 571-2444 VECTREN ENERGY DELIVERY TELEPHONE STORM SEWER CABLE TELEVISION P.O. BOX 1700 BRIGHT HOUSE NETWORKS CARMEL UTILITIES BRIGHT HOUSE NETWORKS NOBLESVILLE, INDIANA 46060 3030 ROOSEVELT AVE. 760 THIRD AVENUE SW 3030 ROOSEVELT AVE. CONTACT PERSON: DON PERDUE INDIANAPOLIS, IN 46218 CARMEL, INDIANA 46032 INDIANAPOLIS, IN 46218 (317)776-5534 (317) 713-3899 (317) 571-2444 (317) 713-3899 UTILITY HOTLINE: WITHIN INDIANA 1-800-382-5544 OUTSIDE INDIANA 1-800-428-5200 1112 THE NATURE, SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. THE ABOVE UST CONSTITUTES SOME, IF NOT ALL, OF THE UTILITY COMPANIES WHICH MAY PROVIDE SERVICE IN THE AREA OF, AND ADJACENT TO, THE SUBJECT PROJECT, BASED UPON THE INFORMATION AVAILABLE THROUGH SUCH PLANS AND LOCATIONS, AND ANY INCIDENTAL VISUAL INSPECTION. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES AND VERIFICATION OF SIZE AND NATURE OF SERVICES. .-, 2,-K,'002G STATE 0,= DATE 'ACP41-1 41GG i 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. (2009 f4lb Schneider 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: I� 09-23-10 Z DRAWN BY: CHECKED BY. AF MK O UTUM PLAN DRAWING LES: .\4k\4377`O03\dwgs Phase II\C103.dwg w ff: T:\4k\4377\003\dwgs Phase II\003bs—demo G� C,2 o ff: T:\4k\4377\003\dwgs Phase II\Titlet.dwg SHEET NO.: (CR03 Q w wo H i•-�� � � Q W O �w co4 co w U LO a W � U DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY. AF MK SHEET TITLE: UTUM PLAN DRAWING LES: .\4k\4377`O03\dwgs Phase II\C103.dwg ff: T:\4k\4377\003\dwgs Phase II\4377003t—d ff: T:\4k\4377\003\dwgs Phase II\003bs—demo ff: T: \4k\4377\003\dwgs\entranceblock dwg ff: T:\4k\4377\003\dwgs Phase II\003bs—entra ff: T:\4k\4377\003\dwgs Phase II\Titlet.dwg SHEET NO.: (CR03 00 00 N I-. CD M co CD (D cQ .p W 0 n Q 0 T 0 J 3 0 n 0 a� 0 a 3 / 0 0 / r` E 0 z U- 0 00 66 E 0 0 N r N a Cn ui a 0 0 -.w .l I PolHo Know what's below. � Call before you dig. 1 \II\ I Imo\ \\< tr < I I ri Ulu I 04do Z-, 00410 1!� ONO, 1INS - TYPE III -A BARRICADE — (12 REQUIRED) - ROAD CONSTRUCTION SIGN [7- - INDOT STANDARD DRUM • —NOTE— THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON AN ALTA/ASCM LAND TITLE AND TOPOGRAPHIC SURVEY NAMED "FOUNDERS PARK" DATED OCTOBER 17, 2003, AND DESIGN PLANS FOR FOUNDERS PARK DATED APRIL 28, 2008, BOTH PREPARED BY THE SCHNEIDER CORPORATION. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SITE CONDITIONS PRIOR TO CONSTRUCTION. , LJ 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. (2009 f q 41110 Schneider 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 1. ALL TEMPORARY TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE DRAWN BY: CHECKED BY: Q� MK O WITH INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS AND TRAFFIC PLAN DRAWING LES: \4k\4377 003\dwgs Phase II\C301.dwg ff: T:\4k\4377\003\dwgs Phase II\4377003t—d SPECIFICATIONS. C\2 ROAD ff: T:\4k\4377\003\dwgs Phase II\TMet.dwg SHEET NO.: - ROAD CONSTRUCTION AHEAD CONSTRUCTION 2. THE PERMITTEE SHALL ERECT AND MAINTAIN ALL NECESSARY SIGNS, (2 REQUIRED) AHEAD DRUMS, DETOUR SIGNS AND WARNING DEVICES REQUIRED TO SAFELY DIRECT TRAFFIC AROUND THE PART OF THE ROAD WHERE PERMITTED OPERATIONS ARE TO BE DONE SO LONG AS THE WORK DOES NOT INTERFERE WITH XW20-1 TRAFFIC, IN ACCORDANCE WITH SECTION "VI" OF THE INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 3. ROUTINE INSPECTIONS OF THE TRAFFIC CONTROL ZONE AND TRAFFIC - RIGHT LANE CLOSED AHEAD RIGHTCLOLA E CONTROL DEVICES SHALL BE PERFORMED ON A REGULAR BASIS. 2 REQUIRED ( ) �� TRAFFIC CONTROL DEVICES REQUIRING REPAIR OR MAINTENANCE SHALL BE IMMEDIATELY. � REPAIRED OR REPLACED XW20-5 R 4. SPACING OF DRUMS SHALL BE 20 FEET ON TAPERS AND 40 FEET U w OTHERWISE. LO 5. THE MAXIMUM SPACING BETWEEN SUCCESSIVE TYPE III—A BARRICADES IS 6." - LANE ENDS 6. DURING HOURS WHICH ALL LANES OF HAZEL DELL PARKWAY ARE OPEN TO (2 REQUIRED) U TRAFFIC, THE CONTRACTOR SHALL REMOVE OR COVER ALL SIGNS WITH THE "ROAD "END EXCEPTION OF CONSTRUCTION AHEAD", ROAD WORK", AND "SIDEWALK CLOSED." THE CONTRACTOR SHALL ALSO COVER OR REMOVE THE XW4-2(R) ARROW PANEL. ALL DRUMS AND TYPE III—A BARRICADES SHALL BE MOVED OUTSIDE OF THE TRAVEL LANES. THE ENTRANCE TO FOUNDERS PARK SHALL BE BLOCKED BY TYPE III—A BARRICADES. THE TYPE III—A BARRICADES ALONG THE MULTI—USE PATH SHALL REMAIN AT ALL TIMES UNTIL PROJECT COMPLETION. - END ROAD WORK END (2 REQUIRED) ItoaD woRlc XG20-2 F -WARNING- THIS��T�tc �� ONLY. �� � 2 REQUIRED_j aosm R9-9 F_ -NOTE- - ARROW PANEL (1 REQUIRED) THE CLOSURE OF THE RIGHT NORTHBOUND LANE OF PARKWAY IS ONLY PERMITI[ED FROM HAZEL DELL 7AM-3PM MONDAY—FRIDAY. THE LEFT NORTHBOUND LANE SHALL REMAIN OPEN AT ALL TIDES. - TYPE III -A BARRICADE — (12 REQUIRED) - ROAD CONSTRUCTION SIGN [7- - INDOT STANDARD DRUM • —NOTE— THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON AN ALTA/ASCM LAND TITLE AND TOPOGRAPHIC SURVEY NAMED "FOUNDERS PARK" DATED OCTOBER 17, 2003, AND DESIGN PLANS FOR FOUNDERS PARK DATED APRIL 28, 2008, BOTH PREPARED BY THE SCHNEIDER CORPORATION. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SITE CONDITIONS PRIOR TO CONSTRUCTION. , LJ 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. (2009 f q 41110 Schneider 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 09-23-10 Z DRAWN BY: CHECKED BY: Q� MK O MAINTENANCE OF TRAFFIC PLAN DRAWING LES: \4k\4377 003\dwgs Phase II\C301.dwg ff: T:\4k\4377\003\dwgs Phase II\4377003t—d XREF: T.\4k\4377\003\dwgs Phase II\003bs—demo C\2 ff: T:\4k\4377\003\dwgs Phase II\003bs—entra ff: T:\4k\4377\003\dwgs Phase II\TMet.dwg SHEET NO.: (C30n cc O � co U w LO W .� � U DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY: AF MK SHEET TITLE: MAINTENANCE OF TRAFFIC PLAN DRAWING LES: \4k\4377 003\dwgs Phase II\C301.dwg ff: T:\4k\4377\003\dwgs Phase II\4377003t—d XREF: T.\4k\4377\003\dwgs Phase II\003bs—demo XREF. T:\4k\4377\003\dwgs\entranceblockdwg ff: T:\4k\4377\003\dwgs Phase II\003bs—entra ff: T:\4k\4377\003\dwgs Phase II\TMet.dwg SHEET NO.: (C30n ao 00 : m sy r.- CD M (O CD CD co N .0 E C a L C C C 3 z C Ix C i a u c 1 n c Z K C C r r r F i; i v i 0 s 0 i I 1- a c c t c C C III � 1� n U) Topped Service Clamp os Cc C Wiutrb h Cover/Lid 1 '-0" To Building (Verify) j HDPE Sleeve** 33 (Under Pvmnt) \��-Concrete Block Curb Stop ZCopper Service Line Corporation Stop Water Main Length - Varies 1 '-0" To Building m HDPE Sleeve** (Verify) J (Under Pvmnt)-7 4&1 Curb Stop Curb BOX ZCfilth Cover/Lid oDDer Service L/ne * Service Saddle Must Be Omitted For Services I" And Smaller And Direct Tops Made to Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP) ** For all Service Unes Installed Under Pavement Install HOPE Sleeve Under Pavement Section. Mue//er Centurion A -423 Painted "safety Ye/low" 6 "Valve Box Min. m i � CCi co I C a 6 " Gate Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equa l . NOTE: THE ABOVE RESTRAINED JOINT L ENG THS ARE MINIMUM L ENG THS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER L ENG THS ARE REQUIRED. TITLE: CITY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE raven y: Date: March 2001 Scale: Not To Scale Jones d Henry Drawing Name: CW10 Engineers. Inc. NOTE: ® Valve PRESSURE PIPE Val ve 4 Approved By Carmel J Q Q 2) Corporation Stop 1'-0" Min. Length Of Pipe To Be Restrained Carmel Utilities. PS -1 or Equal. 3) Service Line Tap Q � Installed With A Min. In Each Direction From 1-,4 Of Bend Varies 4) 2 Inch Taps And Smaller Shall Not Be Installed Within Based On 150 PSI � 4 Distance Between NPT Female Ends Shall 3'-0" Degree 21 " ° J. Meter roke Shall Be Ford 24 •• Easy Access Frorn Outside The Manhole 4 Bedding Materia/ Conforming To 6" Water Main 44 °d p 4 Q 10" 12 14 4,4 INDOT 903.02. Size No. 8 30" 900. Tees 27' One 8 11x8 1"x161' Sol id Block Or 6 "Min. 42' 50' Conc. 58' Tee - M. J. Hydrant Asselr��n�������\ 73' �"�� C /ass B Concrete 95' Restrained & Plugs Base On Undisturbed 8'-O" Length And Fittings 9" ground. 8"-6 As Required 9u 66" 9'-1 " Notes: 450 7' 1. At High Points Along Main Water Line Where 5. Hydrant Val ves Irxlst be restrained to the tee 78" Indicated On Drawings, Anchoring Tee Shall with either all thread, or an anchoring tee. 21 Be Set At 450 Angle Upwards And Connected 6. All Hydrant Stubs must have tracer wire 3' To 6 " 450 Bend. Main Water L ine Sha 1 / Be S' 6' Lowered To Provide Sufficient Cover As Specified. 8' 9' 2. All Joints Shall Be Restrained Except In Run 14' 11-1/40 2' Of Tee. 3' 3' 4' 4' TITLE: J. Hydrants Shall Be Set At 500' Max. Horizontal 7' CITY OF CARMEL FIRE HYDRANT Distance, Or Less As Specified By Fire Department STANDARD DETAILS ASSEMBLY 4. All valves Ilxlst include Posi-Cap or equivalent Date: March 01 Sca 1 e: Not To Scale r awn Jones b Henry ^ Drawing Name: CW8 Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equa l . NOTE: THE ABOVE RESTRAINED JOINT L ENG THS ARE MINIMUM L ENG THS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER L ENG THS ARE REQUIRED. TITLE: CITY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE raven y: Date: March 2001 Scale: Not To Scale Jones d Henry Drawing Name: CW10 Engineers. Inc. NOTE: ® Valve PRESSURE PIPE JOINT RESTRAINT TABLE Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Length Of Pipe To Be Restrained Carmel Utilities. PS -1 or Equal. 3) Service Line Tap Shall Be Installed With A Min. In Each Direction From 1-,4 Of Bend Varies 4) 2 Inch Taps And Smaller Shall Not Be Installed Within Based On 150 PSI Test Pressure Distance Between NPT Female Ends Shall 3'-0" Degree 21 " Be As Needed For Portable Meter And Within J. Meter roke Shall Be Ford 24 •• Easy Access Frorn Outside The Manhole 3'-8 •• Of Bend 6" 8" 10" 12 14 16" 18 20 24 30" 900. Tees 27' 35' 42' 50' 42 " 58' 65' 73' 80' 95' 115' & Plugs 54" 8'-O" 9" 60" 8"-6 9u 66" 9'-1 " 450 7' 9' 11' 13' 78" 15' 17' 19' 21 24' 29' 22-1/2° 3' 4' S' 6' 7' 8' 9' 10' 12' 14' 11-1/40 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equa l . NOTE: THE ABOVE RESTRAINED JOINT L ENG THS ARE MINIMUM L ENG THS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER L ENG THS ARE REQUIRED. TITLE: CITY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE raven y: Date: March 2001 Scale: Not To Scale Jones d Henry Drawing Name: CW10 Engineers. Inc. NOTE: ® Valve 1) 1 " Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. PS -1 or Equal. 3) Service Line Tap Shall Be Installed With A Min. Horiz. Separation of 24". Varies 4) 2 Inch Taps And Smaller Shall Not Be Installed Within Within 18 Inches of Mechanical Joints And Bells. Distance Between NPT Female Ends Shall Ciff OF CAii M COMM= AAM RANDABD DEWS SBMCB DIM w ire I MP -1 Existing Water Main Tapping Sleeve -, vim New Pipe Shall Be Ins to//ed Under The Existing Water Main New Water Main Tee Nates: 11 Mega Iug flanges shall be used for all mechanical Ioints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap. and shall not be installed into system. 30' Width Of Flow Line Silt Basin To Be -J Excavated At 1 'Deep Rip- Rap ® Valve NOTES 1. Manhole Steps Shall Be 6„ 2.-0.1 2'-0.. M.A. Industries Model Varies 2'-0.. 2'-1" PS -1 or Equal. Neenah R-1642, Or Equal Bend 2. 1' Copper Tubing Be Type K As Required Varies 2'-5 Note: A/I Joints Shall Be Neenah R -1916-F. Or Equal Restrained Except 2'-8" In Run Of Tee. vim New Pipe Shall Be Ins to//ed Under The Existing Water Main New Water Main Tee Nates: 11 Mega Iug flanges shall be used for all mechanical Ioints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap. and shall not be installed into system. 30' Width Of Flow Line Silt Basin To Be -J Excavated At 1 'Deep Rip- Rap ' MH Riser ASTM C478 0 '4 5'-0" Dia. 0-4 i ng Gaskets o ASTM C443 Water L !no Flexible Watertight Joints ° By Kor-N Seal Or Equal 4 4 • •4 '4'4 °. ivvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvv vvvvvvv �oovva..vv'.ovvnvovvc, vvvvoo nv Special Backfill (Special Backfill Shall Conform To INDOT 211-02b) 12 " Min. See Trench Deta/l For Backfill Requirements Existing Water Main New Water Main Bed Pipe In Specified Granular Bedding Moterlol Hand Topped In 6' Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02. Size No. 8 SECTION TITLE: CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL Drawn y: Date: March 2001 Scale: Not To Scale Jones b Henry Drawing Name: CW5 Enalneers, Inc. New Utility Line \_ Construction Trench TITLE: CITY OF CARMEL STREAM CROSSING STANDARD DETAILS PLAN VIEW Drawn By: Date: March 2001 Scale: Not To Scale Janes 3 Henry Drawing Name: CW2 Engineers. Inc. ° 1' Copper Tubing W/ Calpression ° Valve. Female End And Plug. All Fittings Shall Be Ccnpresslon 4 1 " NPT x Carpress/cin Brass io Corporation Stop. Direct Tap To Water Main Align i gn Valve For Q Operation Through ti Manhole Cover. 4 Concrete Blocking As Required 4 vvvvvvc vvvvvv ov..a 1 '-0" Min. Cast -In Place Concrete Base W/ V4 La 12 " E. W. Mani tori ng Manho I es Shall Be Installed At Each Stream Crossing TITLE: CITY OF CARMEL MONITORING STANDARD DETAILS MANHOLE raven By: Date: March 2001 Scale: Not To Scale one Js d Henry Drawlrq Name: CW6 SIZE "W " NOTES 1. Manhole Steps Shall Be 6„ 2.-0.1 2'-0.. M.A. Industries Model MH Frame And Cover 2'-0.. 2'-1" PS -1 or Equal. Neenah R-1642, Or Equal 2.-6' 2. 1' Copper Tubing Be Type K For Watertight Installat/ons 2'-9"' 2'-5 o Th Manhole Firmly Anchor -ed To Th Neenah R -1916-F. Or Equal 3'-O" 2'-8" a//s And Calling. Walls "WATER" Cast In Cover Distance Between NPT Female Ends Shall 3'-0" 5" 21 " Be As Needed For Portable Meter And Within J. Meter roke Shall Be Ford 24 •• Easy Access Frorn Outside The Manhole 3'-8 •• Y502 Assembly w/Angle Valves Top Of Structure Flat Slab Top 4. Angle Valves Shall Be Ford 1 ' -0 " H i gher Than 5'-9" 4'-4" KV43 342W. Teph 10» Coated 4djacent Ground ° I 5. 12' And Smaller WaterMalns Shall 42 " >' >' ° 0:b.° w Have Gate Valves, Lager Than 48" ►� ° H 12' Shall Have Butterfly Valves. ' MH Riser ASTM C478 0 '4 5'-0" Dia. 0-4 i ng Gaskets o ASTM C443 Water L !no Flexible Watertight Joints ° By Kor-N Seal Or Equal 4 4 • •4 '4'4 °. ivvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvv vvvvvvv �oovva..vv'.ovvnvovvc, vvvvoo nv Special Backfill (Special Backfill Shall Conform To INDOT 211-02b) 12 " Min. See Trench Deta/l For Backfill Requirements Existing Water Main New Water Main Bed Pipe In Specified Granular Bedding Moterlol Hand Topped In 6' Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02. Size No. 8 SECTION TITLE: CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL Drawn y: Date: March 2001 Scale: Not To Scale Jones b Henry Drawing Name: CW5 Enalneers, Inc. New Utility Line \_ Construction Trench TITLE: CITY OF CARMEL STREAM CROSSING STANDARD DETAILS PLAN VIEW Drawn By: Date: March 2001 Scale: Not To Scale Janes 3 Henry Drawing Name: CW2 Engineers. Inc. ° 1' Copper Tubing W/ Calpression ° Valve. Female End And Plug. All Fittings Shall Be Ccnpresslon 4 1 " NPT x Carpress/cin Brass io Corporation Stop. Direct Tap To Water Main Align i gn Valve For Q Operation Through ti Manhole Cover. 4 Concrete Blocking As Required 4 vvvvvvc vvvvvv ov..a 1 '-0" Min. Cast -In Place Concrete Base W/ V4 La 12 " E. W. Mani tori ng Manho I es Shall Be Installed At Each Stream Crossing TITLE: CITY OF CARMEL MONITORING STANDARD DETAILS MANHOLE raven By: Date: March 2001 Scale: Not To Scale one Js d Henry Drawlrq Name: CW6 SIZE "W " "U " "T " 6„ 2.-0.1 2'-0.. 4.. 8" 2'-0.. 2'-1" 4.. 10.. 2.-6' 2.3.. 4.. 12" 2'-9"' 2'-5 4.. 15" 3'-O" 2'-8" 5•• 18" 3'-6" 3'-0" 5" 21 " 3'-11' 3'-4" 6" 24 •• 4' 3 •• 3'-8 •• 6 •• 27" 5'-6' 3'-11 6- 30/" 5'-9" 4'-4" 6" 36" 6 3" 5' 2" 6' 42 " 6'-11 ' w 8 .. 48" 7'-4" H 9" 54" 8'-O" 9" 60" 8"-6 9u 66" 9'-1 " 9" 72" 9'-8" f0" 78" f0' 3" rw 10" f'-0' Mlnim:.m Undisturbed Gro nd —Ist/ng Pavement. Saw Cut Straight Edge Speclo/ Sockfil/ Under Pavement, Drives. Walks Or #here Ordered Taaped In 6' Layers Spec/a/ Backfill Shall Ccnkrm To mDOT 211.02b Undisturbed Earth TRENCH SCHEDULE Table Is For ASTM D-3034. WoI/ Th1ckness Class SDR 35 For 6"--15" And ASTM F-679 Wall Thickness Class T-1 For - 18 "-36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. !Awi ,/jinaianaisi Call bOore you• • Existing Pavement /a/ And Thickness Approved Excavated Materia/ In Unpaved Areas Unless Otherwise Directed Note: Under Ex/sting Sewers. Water L ines. Gas L/nes, Telephone Cable And Q Electrical Conduits, Backfill With Granular Bedding Material To The Center/ine Of The Existing Utility L i nes. For Flexible Pipe #'/th Solid Q'• Profile Wall s, Granular Bedr,Ing Materfal Shall Be Placed And Nand Tapped In 6' Layers To A Mlnlmm c c Of 1 '-0' Above P/pe. oe vep a eo 0 e 144 4 eb4444 4 Bedding M.ter,'I Hand Tanpedn 6' layers 0 ° 444AA2to 8 to f2 fn&ws above p/pe. Bedding Abterlal Shall Conform To INDOT 903.02, Size No. 8 "N,..` or ..U.. At Top Of Pipe Note: "W' Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D-2321. TRENCH DETAIL FOR SEWER AND WA TER MA INS NTS TITLE: CITY OF CARMEL TRENCH DETAIL & STANDARD DETAILS TRENCH SCHEDULE prawn Ely Date: March 2001 Scale: Not To Scale Jones 3 Henry Drawing Name: CW3 11 .....se_. .. Approved Excavated Material Unless Otherwise Directed Note: Select Excavated Material Or Special Backfill Shall Be Placed Under All Pavements And Wi thin The L imi is Shown Above. Special Backfill Shall Conform To INDOT 211.02b Select Excavated Material Shall Be Approved By Engineer. TITLE: CITY OF CARMEL LIMITS OF STANDARD DETAILS SPECIAL BACKFILL drawn By: Date: March 2001 Scale: Not To Scale ones ersenrlyc Drawing NameCW1 0 V w •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. (2009 f.1 I Schneider 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 09/23/09 Z DRAWN BY: CHECKED BY: DTR SHEET TITLE: NATER DISTRIBUTION DETAII.S DRAWING FILES: T:\4K\4377\003\dwgs Phase II\C801.dwg SHEET NO.: (CO ®� ! U co Z O w w H r , � U3 co rw LO DATE: PROJECT NO.: 09/23/09 4377.003 DRAWN BY: CHECKED BY: DTR SHEET TITLE: NATER DISTRIBUTION DETAII.S DRAWING FILES: T:\4K\4377\003\dwgs Phase II\C801.dwg SHEET NO.: (CO ®� t 1/20 EXPANSION JOINT WITH PREMOLDED FILLER RECESSED 1/2p FROM SURFACE. FILL RECESS WITH NON -SHRINKING ALL-WEATHER SEALANT (SONNEBORN SLI OR PROPOSED SIDEWALK 1/211 I SIMILAR). SEE DETAIL 5/C803 1/8'R PREMOLDED FILLER (E.G. FIBER BOARD) 74. Mo e. ' :.EXISTiNG`'COj cRITTE'`SIDEWALK a4k 4+ ; .. : • •! �' : 'e '• •.• ..a ..:' .. .. � � air ',` ..Q -. EXPANSION JOINT AT EXISTING CONCRETE NOT TO SCALE MANHOLE PIPE SIZES EE � )", Q (III):, F it in. Maximum Pipe Size Rt iL to Mainline in Maximum Pipe S'lze Tor MaKne in. H "24to38.1A I 30 38 d = � I CONCRETE K 3B to 48' "' 1 6'-0 36 48 L .S: % : 481064 ':! 8'-0 48 54 M : =:'' 64 lo 72':: ! 81-8 66 72 N :; 't<72 to ti4's 9'-0 72 84 1/20 EXPANSION JOINT WITH PREMOLDED FILLER RECESSED 1/2p FROM SURFACE. FILL RECESS WITH NON -SHRINKING ALL-WEATHER SEALANT (SONNEBORN SLI OR PROPOSED SIDEWALK 1/211 I SIMILAR). SEE DETAIL 5/C803 1/8'R PREMOLDED FILLER (E.G. FIBER BOARD) 74. Mo e. ' :.EXISTiNG`'COj cRITTE'`SIDEWALK a4k 4+ ; .. : • •! �' : 'e '• •.• ..a ..:' .. .. � � air ',` ..Q -. EXPANSION JOINT AT EXISTING CONCRETE NOT TO SCALE E EE � v ;j LUQ II II I 00 A 13 : d = � I CONCRETE �� 1/20 EXPANSION JOINT WITH PREMOLDED FILLER RECESSED 1/2p FROM SURFACE. FILL RECESS WITH NON -SHRINKING ALL-WEATHER SEALANT (SONNEBORN SLI OR PROPOSED SIDEWALK 1/211 I SIMILAR). SEE DETAIL 5/C803 1/8'R PREMOLDED FILLER (E.G. FIBER BOARD) 74. Mo e. ' :.EXISTiNG`'COj cRITTE'`SIDEWALK a4k 4+ ; .. : • •! �' : 'e '• •.• ..a ..:' .. .. � � air ',` ..Q -. EXPANSION JOINT AT EXISTING CONCRETE NOT TO SCALE _j E EE � v ;j LUQ II II I 00 A 13 : 11r cement = � E CONCRETE �� 1� 4-1 Zin N r _0 00 � 00 10' l O _.� OL I 4 a CA N (D LJ � 31 N M -------- =3 EnCID0 F� W O E CID v b C.0 O 0_ _j W EE � II II ;j LUQ II II I O A 13 : 11r cement = � : ;:I Y. CONCRETE �� 1� eamant mortar Zin N r 2'-0' < 'ol � TO CURB 10' io I I • "k" _.� OL I 4 4 oc� EH ��+,3 -8 LJ b 31 - -• -------- us a F� W O E Pnceal con< b N 9 E- S U r -4 r-4 LO 4• than t' r� U Precast cone mentnle pw t A 4pKea•113 i b b Cosa A cairn • ` Pipe tfddmas �_fr NOTES 1. Drop pipe may be used with manholes Type H. J, K L. K or N. Such manhole ahatl ba "'!erred to as drop manhles o Wm H, J, K L, M, or N. For details of wnatnicdon we Standard Drawing E 72GMHST-03. (22 See Standard OrrMng E 720-MMST-00 for Debb & S. and C. pMat holes type C. D. E, or F. may be subst Med for manholes type H, J, K L. M. or N. for comparable plea sizes. Sae Standar! DreWrip E 72"HST-02 and -04 for manholes type D. E, F, and G details.. MANHOLE TYPE J.KL.M 8 N I '• min. over highest enteimg pipe. MANHOLES TYPE H, J, K, L. M, AND N SEPTEMBER2006 TANDARD DRAWING NO. E 720-MHST-05 Nov2k,r`��,=. ,N xv.a ovate'. saa 9750 ®an arwnoma eo,a are siatt K W? •%.ri/O/�l E+�,•`•�: a.[�Riovw+R. S�Nu PLM(15 "7 NOTES: 1. REBUILD STORM MANHOLES AS REQUIRED FOLLOWING TYPE "K" MANHOLE DETAIL. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY TO ALL STORM SEWER CONSTRUCTION. STORM SEWER MANHOLE TYPE "K" 03 NOT TO SCALE HANDICAP, NO PARKING SIGN INSTALLED IN PARKING STOP SIGN INSTALLED IN LOT. HANDICAP LANDSCAPE AREA LOCATIONS 2 -SIDED WHERE STALLS FACING. n� W EE � II II n II LUQ II II 2' STEEL PIPE, ROUND O A 13 : OR SQUARE, SET IN = � : ;:I Y. CONCRETE �� 1� 6' STEEL PIPE FILLED Zin N W/ CONCRETE 2'-0' < 'ol m W p TO CURB 10' io I I • "k" OL I I of 48'-0' BETWEEN EXPANSION JOINTS (MAX.) - oc� EH ��+,3 r LJ Lz7 Q �I1 M us A_ _.GRASS us t r, . a W EE � '11 p'v Z LUQ AF MK O O A 13 : rc -1 = � : ;:I Y. PAVING BASE �� 1� CL. Zin N 6'-0' BETWEEN � FOOTING 10' CONCRETE FOOTING I_� 1�8��'-I (�CONCRETE TRAFFIC SIGNAGE 9 C803 NOT TO SCALE 4 CL 1/2" PREFORMED JOINT FILLER ei z Z s PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD INDOT SPECS. NOTES: 1. SIDEWALK SHALL BE BROOM FINISH AND EDGED 2. CONCRETE SHALL BE CLASS 'A' 3. DEPTH OF CONCRETE SHALL BE 6' ACROSS DRIVES 4. IF AGGREGATE IS REQUIRED, #53 STONE SHALL BE USED AT A MINIMUM OF 4'. 5. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH, SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6' OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. 6. JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF 1/4 THE SIDEWALK THICKNESS. 7. 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. 8. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. SIDEWALK DETAIL 5 C803 NOT TO SCALE 1 MAX. z TOP OF CURB EVEN, V0505 %/.%//////.///. \-TRANSVERSE il'NNSIC01 > > \-BOTTOMOF CURB CONTRACTION 1 ON RADII7' 1 1JOINTS ti• • 1 MAX SPACING) l,VMrAl.itu 31JOUMMUL CURB JOINT DETAIL/`6 C803 NOT TO SCALE SLOPE TO MATCH ADJACENT CURB 3-#4 EPDXY COATED BARS PLACED AT 6" C. ON C. NOTES: CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SUP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. CONTROL JOINTS EVERY 5' MAXIMUM SPACING ON RADII OTHERWISE EVERY 10' MAXIMUM SPACING USE 8" THICK CONCRETE FOR COMMERCIAL DRIVES FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4", BACK OF CURB 12 3/4" ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHAD_ CONFORM TO THE LATEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. DEPRESSED CURB AND GUTTER 7 C803 NOT TO SCALE P �Hinaianaim 1101/SYD BITUMINOUS __--SURFACE NO. 11, MV or or 0 BINDER NO. 8. MV JIM FA AM Ar .,-'--4401/SYD BITUMINOUS ,,,�it I BASE '► BITUMINOUS BASE NO. 5D, MV 1STONE) -'*��SUBGRADE SHALL BE PREPARED PER INDOT/ 207 NOTE.7 CONFORM 1 INDIANA 1EPARTMENT OF TRANSPORTATIONSPECIFICATIONS. ASPHALT PAVEMENT SECTION C803 NOT TO SCALE 8 ki. - I ...... ...... ....... ---------------- PREPARED SUE)GRADE COMPACTED N ACCORDANCE PATH BECKON 207.02 OF STANDARD NDOT SPECS (D 1101/SYD. (1) HW BIlU1LM SURFACE 9.5 mm ON Q 330//SYU. (3' HMA DRUMANOUS INTERMEDIATE 19.0 mm ON Q3 OW/M. (51 COMPACTED AGGREGATE Tai ON O COMPACTED SUBGRADE ASPHALT MULTI -USE PATH2 C803 NOT TO SCALE 6' I 1/4- 3' TOP SOIL-••- COMPACTED BACKFILL BITUMINOUS PAVEMENT CLASS .A. CONCRETE MINIMUM N INTEGRAL AL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE 2. CURE ALL EXPOSED SURFACES 3. CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2- 4. DAMPEN SUBGRADE BEFORE PLACING CONCRETE 5. CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM 6. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 7. ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHALL CONFORM TO THE LATEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY STRAIGHT CONCRETE CURB 3 C803 NOT TO SCALE 24' 3' TOP SOIL CLASS INTEGRAL, EGRAL, CIAPB MRH CCI CRETE PAVEMENT SHALL BE SIMILAR SHAPE 2. CURE ALL DPOSED SURFACES. 3. CONTRACTION ME SHALL BE TOOLED OR SAWED N CONTWU011SLY POURED CURBS TO A UMN DEPTH OF 1/2'. 4. DAMPEN SUBGRADE BUM PLACING CONCRETE 5. CONTROL ME EVERY 5' HAMM ON RADO OTHERWISE EVERY 10' MAXUM 6. NO E1ACIR NG OR COMPACTION MAY OCCUR 17 FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 7. ALL WORK ASSOCIATED WTTH THE INSTALLATION OF THIS g1RBING SHALL CONFORM TO THE LATEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. CONCRETE CURB & GUTTERK-4 (TYPE II) C803 NOT TO SCALE •�� �0•.•• a .:� X10. 7.0'• JiAwl C. r r. l DATE:- THIS ATE: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.(2009 f4llb .%hneider 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 11 1 W Z W CL. 6 V V) N Z LUQ AF MK O O DRAWING LES: 003\dwgs Phase II\C803.dwg :\4k\4377 ff: T: \4k\4377\003\dwgs Phase II\TTtle1.dwg SHEET NO.: U.1 N �� 1� CL. Zin N 6'-0' BETWEEN � cc TRANSVERSE JOINTS 48'-0' BETWEEN EXPANSION JOINTS (MAX.) - r 1/2" PREFORMED JOINT FILLER ei z Z s PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD INDOT SPECS. NOTES: 1. SIDEWALK SHALL BE BROOM FINISH AND EDGED 2. CONCRETE SHALL BE CLASS 'A' 3. DEPTH OF CONCRETE SHALL BE 6' ACROSS DRIVES 4. IF AGGREGATE IS REQUIRED, #53 STONE SHALL BE USED AT A MINIMUM OF 4'. 5. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH, SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6' OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. 6. JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF 1/4 THE SIDEWALK THICKNESS. 7. 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. 8. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. SIDEWALK DETAIL 5 C803 NOT TO SCALE 1 MAX. z TOP OF CURB EVEN, V0505 %/.%//////.///. \-TRANSVERSE il'NNSIC01 > > \-BOTTOMOF CURB CONTRACTION 1 ON RADII7' 1 1JOINTS ti• • 1 MAX SPACING) l,VMrAl.itu 31JOUMMUL CURB JOINT DETAIL/`6 C803 NOT TO SCALE SLOPE TO MATCH ADJACENT CURB 3-#4 EPDXY COATED BARS PLACED AT 6" C. ON C. NOTES: CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SUP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. CONTROL JOINTS EVERY 5' MAXIMUM SPACING ON RADII OTHERWISE EVERY 10' MAXIMUM SPACING USE 8" THICK CONCRETE FOR COMMERCIAL DRIVES FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4", BACK OF CURB 12 3/4" ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHAD_ CONFORM TO THE LATEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. DEPRESSED CURB AND GUTTER 7 C803 NOT TO SCALE P �Hinaianaim 1101/SYD BITUMINOUS __--SURFACE NO. 11, MV or or 0 BINDER NO. 8. MV JIM FA AM Ar .,-'--4401/SYD BITUMINOUS ,,,�it I BASE '► BITUMINOUS BASE NO. 5D, MV 1STONE) -'*��SUBGRADE SHALL BE PREPARED PER INDOT/ 207 NOTE.7 CONFORM 1 INDIANA 1EPARTMENT OF TRANSPORTATIONSPECIFICATIONS. ASPHALT PAVEMENT SECTION C803 NOT TO SCALE 8 ki. - I ...... ...... ....... ---------------- PREPARED SUE)GRADE COMPACTED N ACCORDANCE PATH BECKON 207.02 OF STANDARD NDOT SPECS (D 1101/SYD. (1) HW BIlU1LM SURFACE 9.5 mm ON Q 330//SYU. (3' HMA DRUMANOUS INTERMEDIATE 19.0 mm ON Q3 OW/M. (51 COMPACTED AGGREGATE Tai ON O COMPACTED SUBGRADE ASPHALT MULTI -USE PATH2 C803 NOT TO SCALE 6' I 1/4- 3' TOP SOIL-••- COMPACTED BACKFILL BITUMINOUS PAVEMENT CLASS .A. CONCRETE MINIMUM N INTEGRAL AL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE 2. CURE ALL EXPOSED SURFACES 3. CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2- 4. DAMPEN SUBGRADE BEFORE PLACING CONCRETE 5. CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM 6. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 7. ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHALL CONFORM TO THE LATEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY STRAIGHT CONCRETE CURB 3 C803 NOT TO SCALE 24' 3' TOP SOIL CLASS INTEGRAL, EGRAL, CIAPB MRH CCI CRETE PAVEMENT SHALL BE SIMILAR SHAPE 2. CURE ALL DPOSED SURFACES. 3. CONTRACTION ME SHALL BE TOOLED OR SAWED N CONTWU011SLY POURED CURBS TO A UMN DEPTH OF 1/2'. 4. DAMPEN SUBGRADE BUM PLACING CONCRETE 5. CONTROL ME EVERY 5' HAMM ON RADO OTHERWISE EVERY 10' MAXUM 6. NO E1ACIR NG OR COMPACTION MAY OCCUR 17 FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 7. ALL WORK ASSOCIATED WTTH THE INSTALLATION OF THIS g1RBING SHALL CONFORM TO THE LATEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. CONCRETE CURB & GUTTERK-4 (TYPE II) C803 NOT TO SCALE •�� �0•.•• a .:� X10. 7.0'• JiAwl C. r r. l DATE:- THIS ATE: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.(2009 f4llb .%hneider 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 11 1 DATE:PROJECT 09-23-10 z DRAWN BY- CHECKED BY: AF MK O GENERAL DETARS DRAWING LES: 003\dwgs Phase II\C803.dwg :\4k\4377 ff: T: \4k\4377\003\dwgs Phase II\TTtle1.dwg SHEET NO.: (C8003 1� WN C\? � cc P^74 a F� W O E N E- U r -4 r-4 LO r� U DATE:PROJECT 09-23-10 4377.003 DRAWN BY- CHECKED BY: AF MK SHEET TITLE: GENERAL DETARS DRAWING LES: 003\dwgs Phase II\C803.dwg :\4k\4377 ff: T: \4k\4377\003\dwgs Phase II\TTtle1.dwg SHEET NO.: (C8003 Co C0 m In m CD CD CQ PLAYGROUND COLOR LAYOUT PLAYGROUND SITE PLAN ASI MODULEX SIGNAGE SOLUTIONS WES SHEALEY SALES & DESIGN CONSULTANT T: 1.800.274.7732 E: WSHEALEY®ASIMODULEX.COM FORT WAYNE ROCKS. INC. ROBERT JOHNSTONE OWNER T: 260.672.3600 E: ROBERT®FORTWAYNEROCKS.COM COUNTRYSIDE PLAY STRUCTURES CAP BOSO OWNER T: 866.959.7866 E: CAP®COUNTRYSIDECO.COM ARCHITECTURAL BRICK & TILE T: 1.317.842.28888 E: MARYBETHS®ARCHBRICKTILE.COM SPECTR CONTRACT FLOORING MARK IEROPOU SR. ACCOUNT MANAGER T: 216.901.5710 X255 M: 216.406.8210 E: MARK. IEROPOLIGSPECTRACF.COM ASSUMED NORTH SCALE: 1 "= 20 ' i1plifflif :!i,� Know what's below. -"w Call before you dig. 511-IFIE7®� 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. IT SHALL BE THE RESFONSIBILITY 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. 3. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 6. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4' THICK. 8. 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. 9. TERRASOFT SAFETY SURFACE AND SUB -BASE SHALL BE INSTALLED BY THE SAME COMPANY. CONTRACTOR SHALL ADD AN ALLOWANCE FOR DEMOLITION AND REPLACEMENT OF 36 L.F. OF EXISTING 8' CONCRETE WALKWAY. '` • : ` Concrete Pavement. 09-23-10 z DRAWN BY. Play and. See Detail 3/1_804. ®Color #32 TerraSoft Safety Surface or aQproved equal. o Surface to be installed per Manufacturer s Specifications. ff. = Color #35 TerraSoft Safety Surface or approved equal. b Surface to be installed per Manufacturer's Specifications. ER T:•\4k\4377\003\dwgs\003bs.dwg Color #39 TerraSoft Safety Surface or approved equal. ff: F.\TSC—LDT6\Blocks\SEAL—LA—MRK.dwg Surface to be installed per Manufacturer s Specifications. rarn Color #40 TerraSoft Safety Surface or approved equal. Surface to be installed per Manufacturer's Specifications. Expansion Joint. See Detail 4/1_803. co Control Joint. See Detail 5/1_803. 0 Public Shelter. See Architectural Sheets for Layout & Dimensions. Concrete Slab under Shelter. See Structural Sheets for details. Q 4' Concrete Walk. See Detail 6/1_803. 0 6' At—Grade Curb. See Detail 7/1_803. Q Expansion Joint. See Detail 4/1_803. 0 Control Joint. See Detail 5/1_803. 0 Stream Bed. See Detail 3/1_804. 0 Retaining Wall with Concrete Pad. See Architectural sheets for details. Low Freestanding Wall. See Detail 4/1_802. 0 Retaining Wall with Handicapped Ramp. See Sheet L802. 0 Rough—Cut Stone for Stream Edge. See Detail 3/L804. 0 Stone Slab Bridge. See Detail 8/1_804. Stream Bed Handicapped Accessible Entrance. Seed Detail 10/1_804. 6' Bench to be the backless version of the Stay by Landscape Forms or approved equal. Color to be black. Trash Recepticle to be the Austin by Landscape Forms or approved equal. Color to be black. 24' x 24' x 48' Rough Cut Stone. See Detail 3/1_804. �,,.•�`` �R. K R 0 N0. r LA20700037 STATE OF V %yam ' �NDI ..... N s� PE . A.. xx 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. (2007 f q 4bl Schneider 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 09-23-10 z DRAWN BY. CHECKED BY. � KF o LAYOUT AND MATERIALS PLAN DRAWING LES: :\4k\4377`003\dwgs Phase II\L101—L104.dwg ff: T: \4k\4377\003\dwgs Phase II\TMe1.dwg ff: T: \4k\4377\003\dwgs Phase II\003abs.dwg ER T:•\4k\4377\003\dwgs\003bs.dwg ff: T:\4k\4377\003\dwgs\4377003Ldwg ff: F.\TSC—LDT6\Blocks\SEAL—LA—MRK.dwg SHEET NO.: rarn CQ U co w � w z F-`�- W o O �+ CC) rwLO DATE:PROJECT 09-23-10 4377.003 DRAWN BY. CHECKED BY. ZB KF SHEET TITLE: LAYOUT AND MATERIALS PLAN DRAWING LES: :\4k\4377`003\dwgs Phase II\L101—L104.dwg ff: T: \4k\4377\003\dwgs Phase II\TMe1.dwg ff: T: \4k\4377\003\dwgs Phase II\003abs.dwg ER T:•\4k\4377\003\dwgs\003bs.dwg ff: T:\4k\4377\003\dwgs\4377003Ldwg ff: F.\TSC—LDT6\Blocks\SEAL—LA—MRK.dwg SHEET NO.: 00 00 CD M =3 cc F3, CD CID (a w C.0 5-12 PLAY AREA 2-5 PLAY AREA 117962 TODDLER Slk 100050 DOUBLE W 5� ARCH SWING 2 FULL BUC 2 BELT SEATS UNCOATED CHAIN 111579 5' ARCH SWING 2 BELT SEATS UNCOATED CHAIN (ADDTL 2 -PLACE BAY) 111579 Callboore you dg. 160419 IBLE SrEPPER NATURAL STONE OF 1 9 STEPPER NATU STONE 152911 LEFT CUSTOM GFRC ROCK TRANSFER FACADE CUMBER 156233 TRAOSFER MODULE WITH CUSTOM BARRIERS RAMP INT 160424 CUSTOM W/BARRiER SUPER NATURAL STONE 56" PLAYODYSSEY DECK 16 8 SURFACE 10' TO 14" NO CENTER ACCESS DIRECT BURY ONLY 24 1 PIPE BARRI 32 40 111288 111362 DRIVER PANEL TALK TUBE 16 A 1 V TUBING KIT 48 116244 IPE BARRIER 117147 152907 24 P., 32 GEAR PANEL DECK LINK 111287 CUSTOM GFRC ROCK 64 W/BARRIERS ZOO PANEL FACADE CUMBER ONE STEP 4 iepi WITH CUSTOM BARRIERS K P.1 1111§7 40 2 8 TRANSITION( 111282 160423 KAND13AR BUBBLE PANEL EAK NATURAL CUMBER CUSTOM GFRC ROCK 111287 SURFACE 10" TO 14' 156065 THE PINNAC� COMPACTED AGGREGATE 156067 THE POINTE CUSTOM ARCH CUM MODEL 3140 ZOO PANEL 111287 144984 48 ZOO PANEL STORE PAN (AT GRADE) TOTAL ELEVATED PLAY COMPONENTS 5 z DRAWN BY. TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 0 REQUIRED 0 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 6 REQUIRED 2 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 3 -REQUIRED 2 5-12 -PLAY AREA TOTAL ELEVATED PLAY COMPONENTS 8 z DRAWN BY. TOTAL:ELEVATED ZB COMPONENTS ACCESSIBLE BY RAMP 8 UIRED 0 TOTAL. ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 8 REQUIRED 4 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 12 REQUIRED 3 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 4 REQUIRED 3 C> KR 0%, 0 iff if No. I LA20700037 STATE OF AV 11 lilt DATE 6T*j,?,.fM0 TH S DRAWING AND THE IDEAS, DESIGNS AND IS 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. I Q COPYRIGHTED BY THE SCHNEIDER CORP.(2007) .Schneider 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.: 09-23-10 z DRAWN BY. CHECKED BY. ZB KF C) E— PLAY EQUIPMENT MATERIALS & LAYOUT PLAN 4'3377T00s:3\dwgs Phase 1I\L102.dwg T?%"�A XREF: T.-\4k\4377\003\dwgs Phase 11\003abs.dwg XREF- T-\4k\4377\003\dwgs Phase 1I\TiUe1.dwg XREF- F-.\TSC—LDT6\Blocks\SE&—LA—MRK.dwg SHEET NO.: 1102 C) Pn� E- C) E- co LC7:) DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY. CHECKED BY. ZB KF SHEET TITLE: PLAY EQUIPMENT MATERIALS & LAYOUT PLAN 4'3377T00s:3\dwgs Phase 1I\L102.dwg T?%"�A XREF: T.-\4k\4377\003\dwgs Phase 11\003abs.dwg XREF- T-\4k\4377\003\dwgs Phase 1I\TiUe1.dwg XREF- F-.\TSC—LDT6\Blocks\SE&—LA—MRK.dwg SHEET NO.: 1102 00 00 N Cn (D CD tQ W 00 % ` • . �r !I { ate^' � ,. �-.,A� i �;��. y J "' / 1 ,��.. ` i ' SSD A � 90.00 .. ,' i ! _ tl.• .y , , r . / � 1 j I �, � ` 1 i}j i 5 �� ° o R75.0' / i` �` -� °� F 6-0 Slhi . , .:__- ( � it . I _ a--_"';"-��•.. ' . � j� co ,4 QQa Cd cpp / r o A ° N.P. ELEV = 741.0 POOL BOTTOM 0-6 9 136.00° 5k6 ELEV=733.0 90.00'' `� A a;, `�-, 34.00° 000 J h �o,� 0 r / °° 1 .01 'V \ i o A 1\ 1 I > -- — ----- ASSUMED NORTH SCALE: 1 = 30 ILa i i B 0 8' Asphalt Trail. See Detail 09/1-804. B @ 8' Gravel Trail. Exact location of trail to be determined,�� 0` in the field. See Detail 08/1-803. Qt�;� (I�iIOW Whflt 8 below.• 0��� ;�,, � / / / I Call before y dig. � 8 WIDE GRAVEL PATH TO BE \ I STAKED IN THE FIELD AND BE APPROXIMATELY 1150' IN LENGTH. SEE DETAIL 08/1-803. \ \ 10, , r \ J /, B - /f �r) \ , /r lir `•/-----------_-------- ___--- _._ .__-_ ---------- � � — — � / / I NORTHEAST CORNER TRAIL EXTENSION LOW LAND TRAILS a. ISTSC = No. �= LA20700037 STATE OF V 4PE ��p►R""���� DATE• r. j at THIS DRAWING AND TH IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007 Schneider THE SCHNEIDER CORPORATION 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 09-23-10 4377.003 DRAWN BY. CHECKEDKF SHEET TITLLEE: o MATERAH PLAN DRAWING LES: 003\dwgs Phase 11\L101—L104.dwg .\4k\4377 ff: T.\4k\4377\003\dwgs Phase II\TMe1.dwg ff: T:\4k\4377\003\dwgs Phase II\003abs.dwg �02 CD ff: F: \TSC—LDT6\Blocks\SEAL—LA—MIRK.dwg SHEET NO.: 1103 o W r, � E—; CD U LO a 'le U DATE PROJECT 09-23-10 4377.003 DRAWN BY. CHECKEDKF SHEET TITLLEE: LAYOUT AND MATERAH PLAN DRAWING LES: 003\dwgs Phase 11\L101—L104.dwg .\4k\4377 ff: T.\4k\4377\003\dwgs Phase II\TMe1.dwg ff: T:\4k\4377\003\dwgs Phase II\003abs.dwg XREF- T:\4k\4377\003\dwgs\003bs.dwg ff: T:\4k\4377\003\dwgs\4377003tdwg ff: F: \TSC—LDT6\Blocks\SEAL—LA—MIRK.dwg SHEET NO.: 1103 i Know what's below. Call before you dig.. ASSUMED NORTH SCALE: 1 "= 50 ' lip 1:4101110% 12' Wide x Y Deep Gravel to be added on Top of Existing Gravel Road. The Additional Gravel to be Compacted #53 'Brown' Dolomite. R KRO N0. r LA20700037 r STATE OF = ~ I ANP DATE: 4i107 toto 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. 11 (C) COPYRIGHTED BY THE SCHNEIDER CORP. (2007M f40110 Schneider 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.: 09-23-10 Z DRAWN BY: CHECKED BY: ZB KF O LAYOUT AND MATERIALS PLAN DRAWING LES: \4k\4377 003\dwgs Phase 11\L101—L104.dwg ff: T: \4k\4377\003\dwgs Phase II\TMe1.dwg ff: T: \4k\4377\003\dwgs Phase II\003abs.dwg ff: T. \4k\4377\003\dwgs\003bs dwg ff: T:\4k\4377\003\dwgs\4377003tdwg ff: F. \TSC—LDT6\Blocks\SEAL—LA—MRK.dwg SHEET NO.: 1104 CJ o N nz Q oC-) W � H W W � �:Dco w� N C-) Oco �w W U LO e� U DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY: ZB KF SHEET TITLE: LAYOUT AND MATERIALS PLAN DRAWING LES: \4k\4377 003\dwgs Phase 11\L101—L104.dwg ff: T: \4k\4377\003\dwgs Phase II\TMe1.dwg ff: T: \4k\4377\003\dwgs Phase II\003abs.dwg ff: T. \4k\4377\003\dwgs\003bs dwg ff: T:\4k\4377\003\dwgs\4377003tdwg ff: F. \TSC—LDT6\Blocks\SEAL—LA—MRK.dwg SHEET NO.: 1104 - 911, 00 00 �n0) C40 "-I- CD M cc FY CD CD -, 7 T 1 N V 7 4 8) 100 LF 6" PVC SDR -35 SAW I ATFRAI rd n 75% I �'� 17 �,W�i�R �6USE �2 TALL A 4 6 111"1204-1101 1=11011 91 C Call before you c1g. ASSUMED NORTH SCALE: 1 "= 20 " (aR'�nq(a �k 11 1 W. 1q(arTas 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 CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH U11UTY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 6. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRMNG THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 7. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557). 8. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2y.). 9. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL 10. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE U11UTY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 11. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 12. CONTRACTOR TO CONTACT xxxxxxxxxxxxxxxxxxxxxxxxxxx FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED NTH GAS COMPANY (w–un). 13. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. SEE PLUMBING PLAN/ELECTRICAL PLANS FOR EXACT LOCATIONS, INVERTS, AND SIZES OF UTILITIES AT THE BUILDING. SEE SHEET L701 FOR WATER AND SANITARY LINE LOCATIONS. C:> op KR"' OS'/ O\ST, No. LA20700037 STATE OF 17— D -AS DATE 4 r THIS RAWIN. AND T11*.;TtES1M"SAN0D CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED 13Y THE SCHNEIDER CORP.(2007) f%7bl Schneider 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 Existling Sanitary Sewer 09-23-10 Existing Storm Sewer IIIII New Storm Sewer ZB New Sanitary Sewer C:) GRADING & (Latads am shoym for rehmce only) 0 CA Sanitary Sewer clean—out — — — — — — — — Subsurface Drain (sm) XRER T.\4k\4377\003\dwgs\4377003tdwg Storm Structure Number XRER R \TSC—LDT6\Blocks\SE&—LA—MRK,dwg Sanitary Structure Number CQ M CD Utility & Drainage Esmt. Building Setback Une Existing Water Main —W—W— New Water Main Existing Fire Hydrant Existing Water Valve New Water Valve _F0 Existing Fberoptic Une —G— Existing Gas Main E_ Existing Elect(ic Une T Existing Telephone Uine G New Gas Main E New Electric Une T New Telephone Une 0 Existing Utility Pole E- Existing Trees 0 New Storm Structure 8.35— Existing Contour Existing Elevation 835 Proposed Contour Proposed Finish Grades �TC Proposed Finish Grades �GUT (r,–Top of CoOg/Curb; Qff=Gutterj`Rkn) Swale Flowline(t) Flow Arrow C Call before you c1g. ASSUMED NORTH SCALE: 1 "= 20 " (aR'�nq(a �k 11 1 W. 1q(arTas 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 CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH U11UTY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 6. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRMNG THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 7. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557). 8. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2y.). 9. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL 10. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE U11UTY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 11. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 12. CONTRACTOR TO CONTACT xxxxxxxxxxxxxxxxxxxxxxxxxxx FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED NTH GAS COMPANY (w–un). 13. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. SEE PLUMBING PLAN/ELECTRICAL PLANS FOR EXACT LOCATIONS, INVERTS, AND SIZES OF UTILITIES AT THE BUILDING. SEE SHEET L701 FOR WATER AND SANITARY LINE LOCATIONS. C:> op KR"' OS'/ O\ST, No. LA20700037 STATE OF 17— D -AS DATE 4 r THIS RAWIN. AND T11*.;TtES1M"SAN0D CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED 13Y THE SCHNEIDER CORP.(2007) f%7bl Schneider 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.: 09-23-10 z DRAWN BY- CHECKED BY- ZB KF C:) GRADING & UTIMS PIAN DRAWING FILES: : 4k 4377\003\dwgs Phase ll\L201—L202.dwg XREF. T.\4k\4377\003\dwgs Phase lI\TitIe1.dwg E— XREF. T. \4k\4377\003\dwgs\003bs.dwg XRER T.\4k\4377\003\dwgs\4377003tdwg XREF. T.\4k\4377\003\dwgs Phase 11\003 — trimrr XRER R \TSC—LDT6\Blocks\SE&—LA—MRK,dwg SHEET NO.: CQ M CD co C:) E- 114 LO Q0 DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY- CHECKED BY- ZB KF SHEET TITLE: GRADING & UTIMS PIAN DRAWING FILES: : 4k 4377\003\dwgs Phase ll\L201—L202.dwg XREF. T.\4k\4377\003\dwgs Phase lI\TitIe1.dwg XRER T-\4k\4377\003\dwgs Phase 11\003abs.dwg XREF. T. \4k\4377\003\dwgs\003bs.dwg XRER T.\4k\4377\003\dwgs\4377003tdwg XREF. T.\4k\4377\003\dwgs Phase 11\003 — trimrr XRER R \TSC—LDT6\Blocks\SE&—LA—MRK,dwg SHEET NO.: TL2(0� 00 Co �n w Cn M :3 CD CD C) j A, r .j 0 V*1 0. LA20700037 STATE OF Vo ........... XX sof DATE TH S DRAWING AND THE DEAS, -DESIGNS AND Ic CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2007) Sihnei!der THE SCHNEIDER CORPORA-RON 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.: 09-23-10 4377.003 DRAWN BY- CHECKED BY: ZEI KF SHEET TITLE: GRADING & MIMS PLAN DRAWING FILES: T-.\4k\4377\003\dwgs Phase 11\L201—L202.dwg XREF. T.\4k\4377\003\dwgs Phase I1\TMe1.dwg E— XRER T.- \4k\4377\003\dwgs\003bs.dwg XREF. T.\4k\4377\003\dwgs\4377003tdwg XREF. T.\4k\4377\003\dwgs Phase 11\003 — trimrr XRER R \TSC—LDT6\81ocks\SUL—LA—MRK.dwg Cz3 CQ CD z CD C) M co LO DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY- CHECKED BY: ZEI KF SHEET TITLE: GRADING & MIMS PLAN DRAWING FILES: T-.\4k\4377\003\dwgs Phase 11\L201—L202.dwg XREF. T.\4k\4377\003\dwgs Phase I1\TMe1.dwg XREF. T.\4k\4377\003\dwgs Phase 11\003abs.dwg XRER T.- \4k\4377\003\dwgs\003bs.dwg XREF. T.\4k\4377\003\dwgs\4377003tdwg XREF. T.\4k\4377\003\dwgs Phase 11\003 — trimrr XRER R \TSC—LDT6\81ocks\SUL—LA—MRK.dwg SHEET NO.- TL202 OD OD CD M CD (D L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- Kww Aafe Wow -"w Call more you dg. SEEDING FOR PARK WAS COMPLETED AS PART OF PHASE 1. THESE SPECIFICATIONS ARE TO BE USED FOR ALL REPAIRS REQUIRED BY PHASE 2 CONSTRUCTION. ASSUMED NORTH SCALE: 1 "= 100' 111"12@4 HATCH PATTERN DENOTES SC150 BN EROSION CONTROL BLANKET W/ VEGETATED SWALE SEED MIXTURE. (SE SHEET L805) HIGH MAINTENANCE LAWN SEED MIXTURE SEE CHART SHEET L805 95% FESWE 5% IaNTUCKY BLUE GRASS HATCH PATTERN DENOTES NATIVE PRAIRIE z SEED MIXTURE PLANTINGS (SEE SHEET L807) HATCH PATTERN DENOTES NATIVE PRAIRIE SEED MIXTURE W/ NORTH AMERICAN GREEN S75 BN EROSION CONTROL BLANKET PLANTINGS (SEE SHEET L807) MIN= EXISTING TREELINE PROPOSED TREELINE EXISTING TRES CANOPY TREE ORNAMENTAL TREE EVERGREEN TREE ORNAMENTAL GRASS DECIDUOUS/EVERGREEN SHRUB PLANT TAG PLANT SCHEDULE FK—EYT BOTANICAL NAME COMMON NAME Q 7Y. SIZE COND. REMA SHADE TREES ARF Acer rubrum 'Autumn Flame' Autumn Flame Red Maple 14 2.5" B & B Limb up to 6' ASG Acer sacharrum 'Green Mountain' Green Mountain Sugar Mople 33 25" B & B Limb up to 6' G77 Gleditsia triacanthos 'Inermis' Hone�ocust 20 2.5" B & B 24" 0. C. GYD G)mnocladus dibicus Kentucky Coffee Tree 34 2.5" B & B Limb up to 6' KPT Koelreuteria paniculato Golden Rain Tree 11 2.5" B & B 24" 0. C. LST Liquidambar styrocifluo Sweetgum 11 2.5" B & B QMA Quercus macrocarpa Bur Oak 17 2.5n B & B C) SBB Salix Bobyonia Weeping Willow 4 2.5" B & B UU8 Ulmus 'Urban' Urban Elm J2 2.5n B & B I Limb up to 6' UNDERSTORY TREES ACD Amelanchier conadensis Shadblow Serviceberry 11 60 8 & B Multi–Stem CVW Crataegus viridis 'ffinter King' Winter King Hawthorn 14 1.5" B & B 36" 0. C. PCB Picea abies Norway Spruce i - 61, B & B 24" 0. C. I PNG 1 Pinus nigra —TAustrion Pine 1 7 1 6' 1 B &B I J6" 0. C. SHRUBS + ORNAMENTAL GRASSES CKF Colamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Gross 782 12" t. 36'" 0. C. CS1 Cornus sericea 'Isanti' Red Stem Isonti Dogwood 42 JO" 13 Con L ff2Con 36" 0. C. EFC Pennisetum clopecuroides 'Hameln' Hameln Dwarf Fountain Gross 76 12" 12 Con t. �0PLH 24" 0. C. SMP 1 Syringa meyed 'Palibin Dwarf Korean Lilac 1 204 1 24" 13 Con t. I J6" 0. C. PERENNIALS + GROUNDCOVER CVM Coreopsis verticillata 'Moonbeam' Moonbeam Coreopsis 406 DRAWN BY- #1 Con L t 18- 0. C. EPP Echinacea purpurea Purple Coneflower 499 43G77T00S3\dwgs Phase 11\0004801.dwg T?%"�A LlCon t. 24" 0. C. EFC Eunoymus fortunei 'Coloratus' Purple Leaf Wintercreeper 963 SHEET NO.: #1 �on t. 18 " 0. C. I RHT lRudbekia hirta 'Marmalade' Marmalade Black–Eyed Susan 1 641 #1 Con t. 24" 0. C. I STJ ISedum telephium 'Autumn Joy' I Autumn Joy Sedum 1 505 #1 Con t. 24" 0. C. C) V) K 0 ,,\\\\ - "' ?, R 0 01 ......... No. LA20700037 0 DATE: its t& taco THIS DRAWNG AND THI7 IDEAS, DEMNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN MOLE OR IN PART, WTHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 9 COPYRIGHTED BY THE SCHNEIDER CORP.(2007 I f4lb AM, .%hneider THE SCHNEIDER CORPORAT10N 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.: 09-23-10 z DRAWN BY- CHECKED BY- ZB KF SHEET TITLE: LANDSCAPE PLAN 43G77T00S3\dwgs Phase 11\0004801.dwg T?%"�A XREF. T-\4k\4377\003\dwgs Phase 11\TMe1.dwg E - EF T.- \4k\4377\003\dwgs\003bs.dwg XREF- T-\4k\4377\003\dwgs\4377003tdwg XREF. T.\4k\4377\003\dwgs Phase 11\003 — bimrr XREF R \TSC—LDT6\Blocks\SEAL—LA—MRK.dwg SHEET NO.: CV cr) CD P-4 C) C/2 E— co rz4 LO DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY- CHECKED BY- ZB KF SHEET TITLE: LANDSCAPE PLAN 43G77T00S3\dwgs Phase 11\0004801.dwg T?%"�A XREF. T-\4k\4377\003\dwgs Phase 11\TMe1.dwg XREF. T.\4k\4377\003\dwgs Phase 11\003abs.dwg EF T.- \4k\4377\003\dwgs\003bs.dwg XREF- T-\4k\4377\003\dwgs\4377003tdwg XREF. T.\4k\4377\003\dwgs Phase 11\003 — bimrr XREF R \TSC—LDT6\Blocks\SEAL—LA—MRK.dwg SHEET NO.: 1300 w 00 m CD M cfl 5 CD CD cn w w I Inninn-:71F Know. what'ebelow. -%w- ASSUMED NORTH Call before you dig. SCALE: 1 "= 30 HATCH PATTERN DENOTES SC150 BN EROSION CONTROL BLANKET W/ VEGETATED SWALE SEED w - _ MIXTURE. (SEE SHEET L805) - • ', =1 '' ' - , ,, :• 17-77'.. % HIGH MAINTENANCE LAWN SEED MIXTURE :. _ • ' ' SEEDING FOR PARK WAS COMPLETED AS SEE CHART SHEET L805 PART OF PHASE 1. THESE SPECIFlCATIONS 95% FESg1E %'`' ARE TO BE USED FOR ALL REPAIRS REQUIRED sx EmMIacY BLUE W" BY PHASE 2 CONSTRUCTION. HATCH PATTERN DENOTES NATIVE PRAIRIE SEED MIXTURE PLANTINGS ,� : ' (SEE SHEET L807) %:. " . " : • HATCH PATTERN DENOTES NATIVE PRAIRIE SEED ` : : ' : • W MIXTURE W/ NORTH AMERICAN GREEN S75 BN EROSION CONTROL BLANKET PLANTINGS ,. (SEE SHEET L807) PERENNIALS - C�1 �.• EXISTING TREELINE PROPOSED TREEUNE �/ • .: EXISTING TREES j ". i,•' + CANOPY TREE P. %:. .: ORNAMENTAL TREE // .� .: : ,' : EVERGREEN TREE o ORNAMENTAL GRASS %/I .! �EkS •� ;' : ;: "`'' DECIDUOUS/EVERGREEN SHRUB �/� /,�''/. ���' _ � ' :3�.' •'•- �.`;: � �� . � :. •_. , � •. • . _ ... ..•. ' :. ' .��• • � �///roc �/ /. / . . ,,�. . • I' •:I � � ' • � ' ., . _ � .. �,~ • .: ' .. ' : .. .. .. ' . �'' � j . •' � : .: B PLANT TAG / PLANT SCHEDULE %✓/. :. : .. KEY BOTANICAL NAME COMMON NAME QTY. SIZE GOND. REMARKS SHADE TREES vi ARF Acer rubrum 'Autumn Flame' Autumn Flame Red Maple 14 2.5" B & B Limb up to 6' ASG Acer sachorrum 'Green Mountain' Green Mountain Sugar Maple 33 2.5" B & B Limb up to 6' GTI Gleditsio trioconthos 'Inermis Honeylocust 20 2.5" B & B 24" O.C. GYD Gymnoclodus dioicus Kentucky Coffee Tree 34 2.5" B & B Limb up to 6' KPT Koelreuterio poniculoto Golden Rain Tree 13 2.5" B & B 24" O.C. LST Liquidombor styrocifluo Sweetgum 11 2.5" B & B QMA Quercus macrocarpa Bur Oak 17 25" B & B w of SBB Salix Babylonia Weeping allow 4 2.5" B & B UUB Ulmus 'Urban' Urban Elgin 32 2.5" B & B Limb up to 6' ' UNDERSTORY TREES ACD Amelonchier conodensis Shodblow Serviceberry 13 6' B & B Multi—Stem CVW Crotoegus viridis 'tinter King' tinter King Hawthorn 14 1.5" B & B 36" O.C. PCB Picea obies Norway Spruce 76 12" 24" O.C. PNG Pinus ni ro Austrian Pine 1 7 1 6' 1 B & B 36" O.C. SHRUBS + ORNAMENTAL GRASSES ' .. _ _ CKF Colomogrostis ocutifloro 'Karl Foerster' Karl Foerster Feather Reed Grass 782 12" #2 Cont. 36" O.C. CSI Cornus sericeo 'Isonti' Red Stem Isonti Dogwood 42 30" #3 Cont. 36" O.C. PLH Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass 76 12" f2 Cont. 24" O.C. SMP Syringo meyeri 'Palibin' Dwarf Korean Lilac 204 1 24" 1 fJ Cont. 36" O.C. 3........ ' : ' : ' .: f:' ; ....',..' ' :. ~ PERENNIALS + GROUNDCOVER MATS H'. SH'E'ET'. L CVM Coreopsis verticillate 'Moonbeam' Moonbeam Coreopsis 406 DRAWN BY' #1 Cont. 18" O.C. EPP Echinaceo purpureo Purple Coneflower 499 DRAWING LES: \4k\4377 003\dwgs Phase 11\L300—L801.dwg #1 Cont. 24" O.C. EFC Eunoymus fortunei 'Coloratus' Purple Leaf Wintercreeper 963 xo J1 Cont. 18" O.C. RHT Rudbekia hirto 'Marmalade' Marmalade Black—Eyed Susan 641 #1 Cont. 24" O.C. STJ Sedum tele hium 'Autumn Joy' Autumn Jo Sedum 505 #1 Cont. 24" O.C. KR S '..G�STtR ..0 NO. ;r LA20700037 r STATE OF s DATE THIS DRAWINGRiMp CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007 lf4lb Schneider 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.: 09-23-10 z DRAWN BY' CHECKED Y- ZB KF C) LANDSCAPE PLAN DRAWING LES: \4k\4377 003\dwgs Phase 11\L300—L801.dwg ff: T:\4k\4377\003\dwgs Phase II\TMe1.dwg ff: T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: T:\4k\4377\003\dwgs\003bs.dwg EF: T:\4k\4377\003\dwgs\4377003tdwg � ff: F: \TSC—LDT6\B1ocks\SEAL—LA—MRK.dwg xo E� � a � � W Q w of A � � U w LO —1 U DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY' CHECKED Y- ZB KF SHEET TITLE: LANDSCAPE PLAN DRAWING LES: \4k\4377 003\dwgs Phase 11\L300—L801.dwg ff: T:\4k\4377\003\dwgs Phase II\TMe1.dwg ff: T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: T:\4k\4377\003\dwgs\003bs.dwg EF: T:\4k\4377\003\dwgs\4377003tdwg ff: T:\4k\4377\003\dwgs Phase II\003 — tdmrr ff: F: \TSC—LDT6\B1ocks\SEAL—LA—MRK.dwg SHEET NO.: OD OD Cl) r-#. CD 1 =3 M cc 5' CD CD M. =3 .7� j Kww whars below. Call before you cog ASSUMED NORTH SCALE: 1"= 30 ' SEEDING FOR PARK WAS COMPLETED AS PART OF PHASE 1. THESE SPECIFICATIONS ARE TO BE USED FOR ALL REPAIRS REQUIRED BY PHASE 2 CONSTRUCTION. * % Autumn Flame Red Maple MIXTURE. (SEE SHEET L805) 2.5" HIGH MAINTENANCE LAN SEED MIXTURE Limb up to 6' SEE CHART SHEET L805 Acer sacharrurn 'Green Mountain' 95X FESWE ji 5X IaNTILIO(Y BLUE 00 C HATCH PATTERN DENOTES NATIVE PRAIRIE G77 SEED MIXTURE PLANTINGS Hone�ocust (SEE SHEET L807) 2.5" HATCH PATTERN DENOTES NATIVE PRAIRIE SEED 24 " 0. C. MIXTURE W/ NORTH AMERICAN GREEN S75 BN Gyrnnocladus dioicus X/ 34 (SEE SHEET L807) B & B Limb up to 6' KPT Koelreuterid paniculato Golden Rain Tree 11 2.5" B & B 0. C. LST Liquidombor styrociflua Sweetgum 11 2.5" B & B QMA Quercus macrocarpo Bur Oak 17 2.5" B & B L SBB Salix Bab�onid Weeping Willow 4 2.5" B & B C) UUB Ulmus 'Urban' Urb an Elm J2 2.5" 8 & B I Limb up to 6' Kww whars below. Call before you cog ASSUMED NORTH SCALE: 1"= 30 ' SEEDING FOR PARK WAS COMPLETED AS PART OF PHASE 1. THESE SPECIFICATIONS ARE TO BE USED FOR ALL REPAIRS REQUIRED BY PHASE 2 CONSTRUCTION. IL A MILO EXISTING TREELINE PROPOSED TREELINE EXISTING TRES CANOPY TREE ORNAMENTAL TREE EVERGREEN TREE ORNAMENTAL GRASS DECIDUOUS/lEVERGREEN SHRUB PLANT TAG PLANT SCHEDULE FK -E 7Y BOTANICAL NAME COMMON NAME Q 7Y. SIZE COND. REMARKS SHADE TREES ARF HATCH PATTERN DENOTES SC150 BN EROSION CONTROL BLANKET W/ VEGETATED SWALE SEED Autumn Flame Red Maple MIXTURE. (SEE SHEET L805) 2.5" HIGH MAINTENANCE LAN SEED MIXTURE Limb up to 6' SEE CHART SHEET L805 Acer sacharrurn 'Green Mountain' 95X FESWE ji 5X IaNTILIO(Y BLUE 00 B & B HATCH PATTERN DENOTES NATIVE PRAIRIE G77 SEED MIXTURE PLANTINGS Hone�ocust (SEE SHEET L807) 2.5" HATCH PATTERN DENOTES NATIVE PRAIRIE SEED 24 " 0. C. MIXTURE W/ NORTH AMERICAN GREEN S75 BN Gyrnnocladus dioicus EROSION CONTROL BLANKET PLANTINGS 34 (SEE SHEET L807) IL A MILO EXISTING TREELINE PROPOSED TREELINE EXISTING TRES CANOPY TREE ORNAMENTAL TREE EVERGREEN TREE ORNAMENTAL GRASS DECIDUOUS/lEVERGREEN SHRUB PLANT TAG PLANT SCHEDULE FK -E 7Y BOTANICAL NAME COMMON NAME Q 7Y. SIZE COND. REMARKS SHADE TREES ARF Acer rubrurn 'Autumn Flame' Autumn Flame Red Maple 14 2.5" B & B Limb up to 6' ASG Acer sacharrurn 'Green Mountain' Green Mountain Sugar Maple ji 25" B & B Limb up to 6' G77 Gleditsio triocanthos 'Inermis' Hone�ocust 20 2.5" B & B 24 " 0. C. GYD Gyrnnocladus dioicus Kentucky Coffee Tree 34 2.5" B & B Limb up to 6' KPT Koelreuterid paniculato Golden Rain Tree 11 2.5" B & B 0. C. LST Liquidombor styrociflua Sweetgum 11 2.5" B & B QMA Quercus macrocarpo Bur Oak 17 2.5" B & B L SBB Salix Bab�onid Weeping Willow 4 2.5" B & B C) UUB Ulmus 'Urban' Urb an Elm J2 2.5" 8 & B I Limb up to 6' UNDERSTORY TREES ACD Amelanchier conadensis Shodblow Serviceberry 13 61 B & B Multi—Stem CVW Crataegus viridis 'Winter King' Winter King Hawthorn 14 1.5" B & 8 J6 " 0. C. PCB Picea abies Norway Spruce 3 61 B & B 24 " 0. C. PNG , Pinus nigra Austrian Pine 1 7 1 6' B & B I J6 " 0. C. SHRUBS + ORNAMENTAL GRASSES CKF Colarnagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Gross 782 12" J2 Con t. 36" 0. C. CS/ Cornus sericea 'Isonti' Red Stem Isonti Dogwood 42 30" 3 Con t J6 " 0. C. PLH Penniseturn olopecuroides 'Hameln' Hameln Dwarf Fountain Gross 76 12" #2 Con L; 24 " 0. C. SUP I Syringo meyeri 'Polibin' Dwarf Koreon Lilac 1 204 24" 1 JJ Con t. I J6 " 0. C. PERENNIALS + GROUNDCOVER CVhf Coreopsis verticilloto 'Moonbeam' Moonbeam Coreopsis 406 DRAWN BY. 11 Con t. 18" 0. C. EPP Echinacea purpurea Purple Coneflower 499 DRAWING FILES: T.\4k\4377\003\dwgs Phase 11\L300—L801.dwg #1 Con t. 24" 0. C. EFC Eunoyrnus fortunei 'Coloratus' Purple Leaf Wintercreeper 963 w #1 Con t. 18" 0. C. RHT Rudb kic hirto 'Marmalade' Marmalade Black—Eyed Susan 1 641 J1 Cont. 124" O.C. STJ Sedum telephium 'Autumn Joy' Autumn Joy Sedurn 1 505 J1 Con LT24" 0. C. �Icvns) ..KR0j, '0100, No. LA20700037 STATE OF E DAM � . jk'tjj?!!? T.1 I TH S DRAWING AND E I, I! 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 SCHNEMER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(20071 f4lb Schneider 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.: 09-23-10 z DRAWN BY. CHECKED BY- ZB KF E LANDSCAPE PLAN DRAWING FILES: T.\4k\4377\003\dwgs Phase 11\L300—L801.dwg XREF. T.\4k\4377\003\dwgs Phase 11\TMe1.dwg XREF- T.-\4k\4377\003\dwgs Phase 11\003abs.dwg C\2 M CD XRER T.\4k\4377\003\dwgs\4377003tdwg XRER T.\4k\4377\003\dwgs Phase 11\003 — tKmrr XREF. R \TSC—LDT6\B1ocks\SEk—LA—MRK.dwg w CD 'qd- C:) �:D C> C) 9:::4 LO DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY. CHECKED BY- ZB KF SHEET TITLE: LANDSCAPE PLAN DRAWING FILES: T.\4k\4377\003\dwgs Phase 11\L300—L801.dwg XREF. T.\4k\4377\003\dwgs Phase 11\TMe1.dwg XREF- T.-\4k\4377\003\dwgs Phase 11\003abs.dwg XRER T. \4k\4377\003\dwgs\003bs.dwg XRER T.\4k\4377\003\dwgs\4377003tdwg XRER T.\4k\4377\003\dwgs Phase 11\003 — tKmrr XREF. R \TSC—LDT6\B1ocks\SEk—LA—MRK.dwg SHEET NO.: Irl\ IL3-U2 r■. • ' �®q il!�:. •s1�!If •' : sly ' !!�!� • . r7t. .12 00 00 m CD M cQ CD CD co w 3 Know what's below. -'w Cull before you dg. SEEDING FOR PARK WAS COMPLETED AS PART OF PHASE 1. THESE SPECIFICATIONS ARE TO BE USED FOR ALL REPAIRS REQUIRED BY PHASE 2 CONSTRUCTION. ASSUMED NORTH SCALE: 1 "= 30 ' I I (aII NIS) EXISTING TREEIJNE PROPOSED TREELINE p� EXISTING TREES dy 0 CANOPY TREE ORNAMENTAL TREE EVERGREEN TREE ORNAMENTAL GRASS DECIDUOUS/EVERGREEN SHRUB PLANT TAG PLANT SCHEDULE KEY I BOTANICAL NAME COMMON NAME QiY. SIZE COND. REMARKS SHADE TREES ARF HATCH PATTERN DENOTES SC150 BN EROSION CONTROL BLANKET W/ VEGETATED SWALE SEED Autumn Flame Red Maple MIXTURE. (SEE SHEET L805) 2.5" B & 8 HIGH MAINTENANCE LAWN SEED MIXTURE ASG SEE CHART SHEET L805 Green Mountain Sugar Maple 95% FESCUE 2.5" 5% KENTUCKY BLUE GRASS Limb up to 6' HATCH PATTERN DENOTES NATIVE PRAIRIE Gleditsia triocanthos 'Inermis' SEED MIXTURE PLANTINGS 20 (SEE SHEET L807) B & B 24" O.C. HATCH PATTERN DENOTES NATIVE PRAIRIE SEED W W MIXTURE W/ NORTH AMERICAN GREEN S75 BN 34 EROSION CONTROL BLANKET PLANTINGS 8 & B (SEE SHEET L807) EXISTING TREEIJNE PROPOSED TREELINE p� EXISTING TREES dy 0 CANOPY TREE ORNAMENTAL TREE EVERGREEN TREE ORNAMENTAL GRASS DECIDUOUS/EVERGREEN SHRUB PLANT TAG PLANT SCHEDULE KEY I BOTANICAL NAME COMMON NAME QiY. SIZE COND. REMARKS SHADE TREES ARF Acer rubrum 'Autumn Flame' Autumn Flame Red Maple 14 2.5" B & 8 Limb up to 6' ASG Acer socharrum 'Green Mountain' Green Mountain Sugar Maple 33 2.5" B & B Limb up to 6' GTI Gleditsia triocanthos 'Inermis' Hone ocust 20 2.5" B & B 24" O.C. GYD 1 Gynnocicdus dioicus Kentucky Coffee Tree 34 2.5" 8 & B Limb up to 6' KPT Koelreuteria paniculato Golden Rain Tree 13 2.5" B & B 24" O.C. LST Li uidombar styrocifluo Sweetgum 11 2.5" B & B QMA Quercus macrocar o Bur Oak 17 1 2.5" B & B A SBB Salix Bobylonia Weeping Willow 4 2.5" B & B I UUB 10mus 'Urban' Urban Elm 32 2.5" B & B Limb up to 6' UNDERSTORY TREES ACD Amelanchier conadensis Shadblow Serviceberry 13 6' B & B Multi—Stem CVW Crataegus viridis 'Winter King' Winter King Hawthorn 14 1.5" B & B 36" O.C. PCB Picea abies Norway Spruce 3 6' B & B 24" O.C. PNG Pinus nigra Austrian Pine 7 6' T B & B I 36" O.C. SHRUBS + ORNAMENTAL GRASSES CKF Calamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 782 12" 12 Cont. 36" O.C. CSI Cornus sericea 'Isanti' Red Stem Isanti Dogwood 42 30" #3 Cont. 36" O.C. PLH Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass 76 12" #2 Cont. 24" O.C. SMP 1 Syringo meyeri 'Palibin' Dwarf Korean Lilac 1 204 1 24" 1 #3 Cont. I 36" O.C. PERENNIALS + GROUNDCOVER CVM Coreopsis verticillate 'Moonbeam' Moonbeam Coreopsis 406 DRAWN BY: 11Cont. 18" O.C. EPP Echinacea purpurea Purple Coneflower 499 DRAWING LES: \4k\4377 003\dwgs Phase II\000—L801.6g #1 Cont. 24" O.C. EFC Euno us fortunei 'Coloratus' Purple Leaf tintercree er 963 SHEET NO.: 1 Cont. 18" O.C. RHT Rudbekia hirta 'Marmalade' Marmalade Block—Eyed Susan 641 1 Cont. 24" O.C. STJ Sedum telephium 'Autumn Joy' Autumn Joy Sedum 505 1 #1 Cont. 24" O.C. 1\ 01 \ yje\ No. �= LA20700037 STATE OF V em)' ',1�NrD I P,NA' 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. (2007) f4lbl Schneider 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.: 09-23-10 z DRAWN BY: CHECKED BY: .� KF o LANDSCAPE PLAN DRAWING LES: \4k\4377 003\dwgs Phase II\000—L801.6g ff: L• \4k\4377\003\dwgs Phase II\T1be1.dwg � o Rff: T:\4k\4377\003\dwgs\4377003t.dwg Rff: T-\4k\4377\003\dwgs Phase II\003 — trimrr Rff: F. \TSC—LDT6\B1acks\SEAL—LA—MRK.dwg SHEET NO.: co1114 CDPEIE Q A P4 N CD H 1=i LO w DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY: ZB KF SHEET TITLE: LANDSCAPE PLAN DRAWING LES: \4k\4377 003\dwgs Phase II\000—L801.6g ff: L• \4k\4377\003\dwgs Phase II\T1be1.dwg Rff: T: \4k\4377\003\dwgs Phase II\003abs.dwg Rff: T:\4k\4377\003\dwgs\003bs.dwg Rff: T:\4k\4377\003\dwgs\4377003t.dwg Rff: T-\4k\4377\003\dwgs Phase II\003 — trimrr Rff: F. \TSC—LDT6\B1acks\SEAL—LA—MRK.dwg SHEET NO.: I-L:I,4303 00 Cb emeN CD cs�• CD CD cQ w 0 Y O IV NA AI �Y• v wi�•� •. Call before you dig.SEEDING FOR PARK WAS COMPLETED AS 95% 1105 PART OF PHASE 1. THESE FANA� ARE TO BE 211111111 BY PHASE 2 CONSTRUCTION.SEED MIXTURErA 0F j f$ IAMW (SEE SHEET L807) HATCH PATTERN DENOTE C1 50 BN EROSION CONTROL BLANKET W/ VEGETATED SWALE SEED MIXTURE. (SEE SHEET L805) 0 HIGH MAINTENANCE LAWN SEED MIXTURE SEE CHART SHEET' . PJM • �/��� �{�l ► �=.: ����.``:;`J�`°000.O.Opo� oiOn� �r�. \1��: 1 / • DENOTES ►:��������I�'r't��'--� 0 HATCH PATTERN DENOTES NATIVE PRAIRIE SEED MIXTURE W/ NORTH AMERICAN GREEN S75 BN n���I�`�� jig' iO� iii � -.i �• O/ • • 1 1 CONTROL BLANKET PLANTINGS ASSUMED NORTH SCALE: 1 "= 30 ' J EXISTING TREEL INE PROPOSED TREEIJNE EXISTING TREES CANOPY TREE ORNAMENTAL TREE EVERGREEN TREE ORNAMENTAL GRASS DECIDUOUS/EVERGREEN SHRUB PLANT TAG PLANT SCHEDULE KFY BOTANICAL NAME COMMON NAME QTY. SIZE COND. REMARKS RHADE TREES [INDERSTORY TREES Acer rubrum 'Autumn Flame' Acer sacharrum 'Green Mountain' Gleditsia triocanthos 'Inermis' 1 Gymnoclodus dioicus Koelreuteria paniculato Liquidambar styracifluo Quercus macrocarpa Salix Babylonia Ulmus 'Urban' Autumn Flame Red Maple Green Mountain Sugar Maple Honeylocusf Kentucky Coffee Tree Golden Rain Tree Sweefgum Bur Oak Weeping Willow Urban Elm 14 33 20 34 13 11 17 4 32 2.5" 2.5" 25" 2.5" 2.5" 2.5" 2.5" 2.5" 1 2.5" B & B B & B B & B B & B B & B B & B B & B B & B B & B Limb up to 6' Limb up to 6' Limb up to 6' Limb up to 6' ARF ASG Gil GYD KPT LST QMA SBB UUB [INDERSTORY TREES SHRUBS + ORNAMENTAL GRASSES Amelanchier canadensis Crataegus viridis 'Wlnter King' Picea abies Shadblow Serviceberry tinter King Hawthorn Norway Spruce 13 14 3 6' 1.5" 6' B & B B & B B & B Multi—Stem ACD CVW PCB PNG Pinus nigra Austrian Pine 7 6' B & B Pennisetum alopecuroides 'Hameln' SHRUBS + ORNAMENTAL GRASSES PERENNIALS + GROUNDCOVER Calamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 782 12" 12 Cont. 36" O.C. CKF CSI Cornus sericea 'Isanti' Red Stem Isanti Dogwood 42 30" #3 Cont. 36" O.C. PLH Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass 76 12" 12 Cont. 24" O.C. SMP I Syringo meyeri 'Palibin' Dwarf Korean Lilac 1 204 1 24" #3 Cont, 36" O.C. PERENNIALS + GROUNDCOVER Ros AR 11 -0' �y =� No. �= LA20700037 STATE OF a • 4 DATE1 � ,SI #ry THIS DRAWING AND THE DE AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) Schneider THE SCHNEIDER CORPORATION 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 Coreopsis verticillate 'Moonbeam' Echinacea purpurea Eunoymus fortunei 'Coloratus' Rudbekia hirta 'Marmalade' Moonbeam Coreopsis Purple Coneflower Purple Leaf Wintercreeper Marmalade Block—Eyed Susan 406 499 963 641 11 Cont. #1 Cont. 1 Cont. #1 Cont. 18" O.C. 24" O.C. 18" O.C. 24" O.C. CVM EPP EFC RHT STJ Sedum telephium 'Autumn Joy' Autumn Joy Sedum 1 505 #1 Cont. 24" O.C. Ros AR 11 -0' �y =� No. �= LA20700037 STATE OF a • 4 DATE1 � ,SI #ry THIS DRAWING AND THE DE AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) Schneider THE SCHNEIDER CORPORATION 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.: 09-23-10 4377.003 DRAWN BY: CHECKED BY: ZB KF SHEET TITLE: LANDSCAPE PLAN DRAWING LES: :\4k\4377 003\dwgs Phase II\000-001.dwg ff: T: \4k\4377\003\dwgs Phase II\Titlet.dwg Rff: T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: T:\4k\4377\003\dwgs\003bs.dwg XREF: L•\4k\4377\003\dwgs\4377003t.dwg Rff: T:\4k\4377\003\dwgs Phase II\003 trflimiT XREF: F:\TSC—LDT6\Blocks\SEAL—LA—MRK.dwg SHEET NO.: TL304 E z C> � o A � W a o W H w rn LO w� U DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY: ZB KF SHEET TITLE: LANDSCAPE PLAN DRAWING LES: :\4k\4377 003\dwgs Phase II\000-001.dwg ff: T: \4k\4377\003\dwgs Phase II\Titlet.dwg Rff: T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: T:\4k\4377\003\dwgs\003bs.dwg XREF: L•\4k\4377\003\dwgs\4377003t.dwg Rff: T:\4k\4377\003\dwgs Phase II\003 trflimiT XREF: F:\TSC—LDT6\Blocks\SEAL—LA—MRK.dwg SHEET NO.: TL304 E DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY: ZB KF SHEET TITLE: LANDSCAPE PLAN DRAWING LES: :\4k\4377 003\dwgs Phase II\000-001.dwg ff: T: \4k\4377\003\dwgs Phase II\Titlet.dwg Rff: T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: T:\4k\4377\003\dwgs\003bs.dwg XREF: L•\4k\4377\003\dwgs\4377003t.dwg Rff: T:\4k\4377\003\dwgs Phase II\003 trflimiT XREF: F:\TSC—LDT6\Blocks\SEAL—LA—MRK.dwg SHEET NO.: TL304 E : I 'r Know whs�t'sbelow. ASSUMED NORTH Call before you dig. SCALE: 1 "= 30 ' SEEDING FOR PARK WAS COMPLETED AS PART OF PHASE 1. THESE SPECIFICATIONS I ARE TO BE USED FOR ALL REPAIRS REQUIRED BY PHASE 2 CONSTRUCTION. IM< 0I NIc) HATCH PATTERN DENOTES SC150 BN EROSION CONTROL BLANKET W/ VEGETATED SWALE SEED MIXTURE. (SEE SHEET L805) HIGH MAINTENANCE LAWN SEED MIXTURE •_ SEE CHART SHEET L805 95% FESCUE 5% KENTUCKY BLUE GRASS HATCH PATTERN DENOTES NATIVE PRAIRIE SEED MIXTURE PLANTINGS (SEE SHEET L807) HATCH PATTERN DENOTES NATIVE PRAIRIE SEED W W MIXTURE W/ NORTH AMERICAN GREEN S75 BN EROSION CONTROL BLANKET PLANTINGS (SEE SHEET L807) EXISTING TREELINE PROPOSED TREELINE FROSTING TREES CANOPY TREE ORNAMENTAL TREE EVERGREEN TREE ORNAMENTAL GRASS DECIDUOUS/EVERGREEN SHRUB PLANT TAG PLANT SCHEDULE KEY I BOTANICAL NAME COMMON NAME Q11: SIZE COND, REMARKS SHADE TREES ARF Acer rubrum 'Autumn Flame' Autumn Flame Red Maple 14 2.5" B & B Limb up to 6' ASG Acer socharrum 'Green Mountain' Green Mountain Sugar Maple 33 2.5" B & B Limb up to 6' Gli Gleditsia triaconthos 'Inermis' Honeylocust 20 2.5" B & B 24" O.C. GYD 1 Gymnoclodus dioicus Kentucky Coffee Tree 34 2.5" B & 8 ILimb up to 6' KPT Koelreuteria poniculato Golden Rain Tree 13 2.5" B & B 24" O.C. LST Liquidambar styrocifluo Sweet um 11 2.5" B & B QMA Quercus macrocarpa Bur Oak 17 2.5" B & B O SBB Salix Babylonia Weeping Willow 4 2.5" B & 8 UUB Ulmus 'Urban' Urban Elm 32 2.5" B & 8 Limb up to 6' UNDERSTORY TREES ACD Amelanchier conadensis Shodblow Serviceberry 13 6' B & 8 Multi—Stem CVW Cratoegus viridis 'Winter King' Winter King Hawthorn 14 1.5" B & 8 36" O.C. PCB Picea abies Norway Spruce 3 6' B & 8 24" O.C. PNG Pinus nigra Austrian Pine 1 7 6' 1 B & 8 36" O.C. SHRUBS + ORNAMENTAL GRASSES CKF Colomagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 782 12" Cont. 36" O.C. CSI Cornus sericea 'Isanti' Red Stem Isanti Dogwood 42 30" [12 #3 Cont. 36" O.C. PLH Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass 76 12" 12 Cont. 24" O.C. SMP Syringo meyeri 'Polibin' Dwarf Korean Lilac 204 24" #3 Cont. 36" O.C. PERENNIALS + GROUNDCOVER CVM Coreo sis verticillate 'Moonbeam' Moonbeam Coreopsis 406 DRAWN BY: 11 Cont. 18" O.C. EPP Echinacea pur urea Purple Coneflower 499 DRAWING LES: .- 4377 003\dwgs Phase 11\L300—L801.dwg #1 Cont. 24" O.C. EFC Eunoymus fortunei 'Coloratus' Purple Leaf fntercreeper 963 fx J1 Cont. 18" O.C. RHT 1 Rudbekia hirto 'Marmalade' Marmalade Black—Eyed Susan 1 641 1 11 Cont. 24" O.C. STJ ISedum telephium 'Autumn Joy' Autumn Joy Sedum 1 505 1 #1 Cont. 24" O.C. LA20700037 STATE OF ~ cq E i. ARc�` DATE: THIS DRAWING AND THE "IDEAS. DE NS 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. 11 U COPYRIGHTED BY THE SCHNEIDER CORP.(2007)1' 111 Schneider 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.: 09-23-10 z DRAWN BY: CHECKED BY: ZB KF C> LANDSCAPE PLAN DRAWING LES: .- 4377 003\dwgs Phase 11\L300—L801.dwg REF: T:\4k\4377\003\dwgs Phase ll\TiUet.dwg REF: T: \4k\4377\003\dwgs Phase II\003abs dwg XREF. T.\4k\4377\003\dwgs\003bs.dwg ff: T:\4k\4377\003\dwgs\4377003tdwg 1-st REF: R \TSC—LDT6\Blocks\SEAL.—LA—MRK.dwg fx o H O U A w N pOq H LO r -I � DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY: ZB KF SHEET TITLE: LANDSCAPE PLAN DRAWING LES: .- 4377 003\dwgs Phase 11\L300—L801.dwg REF: T:\4k\4377\003\dwgs Phase ll\TiUet.dwg REF: T: \4k\4377\003\dwgs Phase II\003abs dwg XREF. T.\4k\4377\003\dwgs\003bs.dwg ff: T:\4k\4377\003\dwgs\4377003tdwg ff: T: \4k\4377\003\dwgs Phase II\003 —trim REF: R \TSC—LDT6\Blocks\SEAL.—LA—MRK.dwg SHEET NO.: 1=305 00 00 0) CD M cc CDCD M.N 00 NOTE: 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 2. THERE SHALL BE NO STORAGE OF DIRT, DEBRIS, OR STORAGE MATERIAL IN THE STREET. —WARNING— THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE OTHER SITE PLANS. F FOR EROSION CONTROL S SEE SHEET 1805-1-807 NORTHEAST CORNER TRAIL EXTENSION I1 _c : l0N�i�� �-- 000 — — Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour HATCH PATTERN DENOTES SC150 BN EROSION CONTROL BLANKET HATCH PATTERN DENOTES PERMANENT SEEDING (SEE SHEETS 1-301-1-306 FOR SEED MIXTURE) CURB INLET PROTECTION 40 0 20 40 80 BEEHIVE INLET PROTECTION GRAPHIC SCALE —x—x— SILT FENCE �1 SAFETY FENCE / TREE PROTECTION FENCING CONSTRUCTION LIMITS TEMPORARY CONSTRUCTION ENTRANCE Know what's below. Call before you dig. (A M 0 V) 5 Iw LA20700037 STATE OF ;' V SND IAN C\�� PEnm ►R��,� At.- a-- A--,, a DATE�lO THIS DRAWING AND TH D DES NS ND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN MOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) jhnei!der 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: 09-23-10 PROJECT NO.: 4377.003 DRAWN BY: Z O wC\2 �co d E � N Go E� O LO w� DATE: 09-23-10 PROJECT NO.: 4377.003 DRAWN BY: CHECKED BY: E v b E 0 2- 0 0 N N a cn 6 v 0 0 --09Z Ww 6 0 4 S . �o �h 11\1?re 09-23-10 4377.003 DRAWN BY: /ET AND EA 11 5�,S . Ft. ff: T:\4k\4377\003\dwgs Phase II\TMe1.dwg ff: T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: T:\4k\4377\003\dwgs Phase 11\003bs-sswr THRUST BLOC( 6' WATERLINE (AS REQUIRED) W WATERLINE DOMESTIC - TEE SERVICE UNE 6' PIV 3 DOMESTIC VALVE 6' FIRE WATERLINE 3 EXTERIOR WALL OF BLDG. DUAL WATER METERS IN PITS W/SHUT-OFF FOR DOMESTIC WATER SERVICE ' SERVICE LINE 3 VA 6' FIRE SPRINKLER J DOMESTIC WATER CONNECTION RISER WATER SERVICE CONNECTION DETAIL SEE PLUMBING PLAN FOR SIZES 0 CV 760 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 6. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TLE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO INTERCEPTED TO BE PERPETUATED INTO STORM SEWER VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN TO THE PHASE OF WORK. IT SHALL ALSO BE THE WRITING THE OWNER AND THE ENGINEER IN ANY CONTRACTOR'S RESPONSIBIL'TY TO CONTACT THE OWNERS OF CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR 7. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557). ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR 8. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (27.). RESUMED. 9. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM GRANULAR MATERIAL. SEWERS. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 10. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. STANDARDS FOR WORKER SAFETY. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF , VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 12 WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. 1 � I I 65'± WAR LATERAL BORE 0 i LOT 14 IN ORDER TO NOT R MOVE EXISTING � �. � � j DISTURB RIVEWAY �ND OTHER EXISTING TARD IMPROVE NT AND POSI. . h� 1 01 _- - 653�ca- �co CO Ih STORM MAN { T/C 749.0 _� - w 2 INV S 739.6 30" RCP INV N 739.6 3 RCP INV NE 740.90 8" RCP w goo +�� R. 1 65 ' 745.0 I 1 / j i �I 0 30' 60' Call before you dg. II �f I � I LIET T/Cl 7149.95 ' { INV SW 7 .6 18" RCP NVE75.`18"RCP ____ -,W- U U. & S. S_E E. 25' B. L. 14 too 947 LF OF WATER LATERAL W W W W W -Tn -4r_ W W W W - W INV - 747.58 I C 754.30 1- ?54.30 IFF I � INV - 748.33 „ rINV 83 100 LF 6 PVC SDR -35 SANT AR f 100 LF 6 PVA, SSR-/- SA_ NI �,R I � CO LATERAL 0.75% \\ co LATERAL 0.75 . •. s� f 1/ 1 a • 1 I �7 t- S w -•. ti` S' \ TL - 75- 00 Ijj l / / r.` F1 I ` �•yO� , - INV 74 .28 I'30 U' P. SCO (/)/{ V-1 INV--%`4�&L .;q<3S (\. }�,o��, '�. � (� ;t / 31 LF 8" QVC ' �r 53.20 "; : TC=752.90 _ // SDR -35 S',ANITAR 9 49 LF 6" PVC c6 �S SANITARY LATERA @ 0.75% `` t3A`� T _ '+ `- - X 51, 0 -- �/ /SS100 s t C soLUT�oNs 401 LATERAL 1.00 ,� h b\ M TC = 753.35 ,. ... CO ,. �, v } l� = f 45.72 ALCM flNTRaT YS -.. E o ► 4. CO INV -749.25 -r' '_ / I .-'us�I PIER N 0 IN 743.12 I r ; - ,` Pott wr(r m�t� iHA7 4.72 i SANITARY MANHOLE ��' LK7w'!62 F:. :• , LLE I I T C 754.68 SUR ACE. � �\C' ��- � I I o _. o \ �. ' .• . �.. _ � PHO E r I INV N 738.7 30"± PVC qJ- ___1 • h . •. • .. , . • .. _ : • � � _ ______--- ; � � � � � 738.7 30"t •, � o __. _., � 4 �-�" � _,` // �- ((HEAVY LOW To sauTH} 4r 743 .. 63LF : SDR -35 0 T P .. __ --_ � ` . • .� ,`v� 402 �--�' CO SANT I /A j LATERA -@- 5% �o . ;S` �__.._ _ 4%' i� 64 LF 8 VC I o .. :: INV -749.72 �h �� �� ___ ,i _. t.. _ - RY �� fPRO%F 120 v LT AC _ __ \ .. �• '�..--- y - � • . ' I N LOC} BO . �. _ . v_ 1 _ �.s`-F-'•�,. �: moi'.-^�_- -`•-' SDR S � - 618 dna B M 3 1 f f / / �` f _ . _ .: .... .. G MANHOLE • d••.";' �: - �. •.:. _._ _- -4.�_ _._"=___-_ -- �'� - -- _ ORE EXiSTIN NH EXISTING` .. -7` �; ti ER CARMEL 3 I T�"�� ., , ...: ... •' a ''�N _- � � IFICATIONS • " ::...4 , h , , ��`; �i III �`� / /f /�,-...---TO ' MAN E ��� 1°` �"` i EC ,. 11 L 6. IVC SDR 3 17 x 13 �. Y,\ P HOUSE -� 650 Cal STRUCT INSIDE DROP SANIAR TERAL 0.75% PUM 7 5`j y �p �i I . '• a` 1, II TALL; �.�.� �a�x� '/�".<. PER ETAIL 3 C8.5 _41IV 37:3 RCP I / f INV 49.0,�/ �,r �8. S RCP IIII INV. = 742.81 STEEL ip �s / '� ..\ -;4. 10 S / 64 POOL r#( INV N 746.2 `d ` _ ., f T� 6� II N.P. ELEV - 741.90 1 I INV S 746.0 ; �� \ 750 z t 6 . u 1 :"e` �. t y<,o 610 POOL BOTTOM 1 h 5`O X31 � `. ', i ,� � �! � �°tip o{ar'- . ,,, ..,� '�.-.- � , I 1 _ L_2a 01 1 , :<;�1 ,1 ti tia p b°% t L j i ,! TC= 50 ELEV--735.9 c _• �` 1, tl ; < j^.. So ,c 5 f i1 ..% f jam• . oo °p DC�• l' ✓ - I 6 SSD :,• -' ✓f '`t `� j l`I %/ ! °!: ,�y� ✓/' / / ' J ` RECORD OWNER Rd j 'T } • , •. / , YP i -• 617 •; F 616 % ' �� j. F•� r �/f • l /�/ INSTR. 1 9 ITCLAIM DEE � � .=': ` J 11 \• .` ~ . a 'fir � '..-_.._/ .• � . ` 1 r / \\. ii � _ .y a ° ° if a / , \ •' �� J i M` .. . ° t PIFS 7 i . ` 741 Qs WATN ' 314 �]� �' `� .. Ss AVP �isrfR� Cy� No. �= LA20700037 STATE OF V a DATE: THIS DRAWING AND THE IDE 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. (2009 f44110 Schneider 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 Enviromental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE -PROJECT 09-23-10 4377.003 DRAWN BY: CHECKED BY: Tp R SHEET TITLE: O DRAWINGLES: \4k\4377003\dwgs Phase II\L701.dwg ff: T:\4k\4377\003\dwgs Phase II\TMe1.dwg ff: T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: T:\4k\4377\003\dwgs Phase 11\003bs-sswr ff: T:\4k\4377\003\dwgs\003bs.dwg co ff: F. \TSC-LDT6\B1ocks\SEAL-LA-MRK.dwg SHEET NO.: IL70n co A o Q E-� W �:D N E� LOrU' e� U DATE -PROJECT 09-23-10 4377.003 DRAWN BY: CHECKED BY: Tp R SHEET TITLE: WATER DISTRIBUTION PLAN DRAWINGLES: \4k\4377003\dwgs Phase II\L701.dwg ff: T:\4k\4377\003\dwgs Phase II\TMe1.dwg ff: T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: T:\4k\4377\003\dwgs Phase 11\003bs-sswr ff: T:\4k\4377\003\dwgs\003bs.dwg ff: T:\4k\4377\003\dwgs\4377003tdwg ff: F. \TSC-LDT6\B1ocks\SEAL-LA-MRK.dwg SHEET NO.: IL70n 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. 2. ALL SHRUB PLANTING AREAS TO BE COVERED W1TH A 3' LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER AND PERENNIAL BEDS SHALL BE COVERED WITH 2' SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE -EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS ATA RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4. FINAL PLACEMENT OF PLANT MATERIALS, ECT. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED LINES SHALL BE MARKED WITH HIGHLY VISIBLE PAINT LINES WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO THE BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO THE JOB SITE. PLANTS MAY BE INSPECTED, APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 8. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE CONTRACTOR. 9. LAWNS SHALL BE SEEDED OR SODDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWNS SHALL BE FERTILIZED WITH 12-12-12 ANALYSIS FERTILIZER AT A RATE OF 10 LBS./1000 S.F. AND LIME APPLIED AS DICTATED BY SOILS TEST DONE BY CONTRACTOR PRIOR TO SEEDING. LAWNS TO BE SEEDED WITH MECHANICAL SPREADER AT A RATE OF 5 LBS./1000 S.F. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST. LIGHTLY RAKE, ROLL WITH 200 LBS. ROLLER. AND APPLY HYDROMULCH (NO STRAW MULCH) AFTER SEEDING. 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS/HER PORTION OF WORK. 11. PEAT MOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 13. WHERE NOTED ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED. PERMANENT SEEDED LAWNS AND SODDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIX SHALL CONSIST OF 34 POUNDS WABASH OR BARON KENTUCKY BLUEGRASS, 20 POUNDS OF KENTUCKY BLUEGRASS, 10 POUNDS PENNLAWN FESCUE, AND 26 POUNDS CERTIFIED FINE BLADED PERENNIAL RYEGRASS. 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED TO BE SEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS AND SODDED LAWNS FOR 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. 16. CONTRACTOR TO SUBMIT UNIT PRICES FOR EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. 17. ALL TOPSOIL FOR LAWN AND PLANTING AREAS WILL BE PLACED BY OTHERS PRIOR TO THE START OF LANDSCAPE WORK. TOPSOIL PLACEMENT IS NOT PART OF THIS CONTRACT. 18, BACK FILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACK FILL SHALL BE 100% EXISTING TOPSOIL A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACK FILL AT APPROVED RATES. 19. FOR ALL PERENNIAL BEDS, SPREAD 2' OF ORGANIC MATTER OVER THE PLANTING BED AND WORK INTO THE TOP 4' OF PLANTING MIX OR TOPSOIL_ 00 OD I N Cn P-* CD ITI CD CD CD (Q N STEEL SPADE EDGE NOTE: STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPi -- ---- NOTE: WRAP TREI UPON THE THE LANDS ARCHITECT NOTE: DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, re)-nnMIIMAKIT LEADERS, AND DEAD BRANCHES. OR TWIGS AND ANCHES MAY BE NEVER, DO NOT TERMINAL BUDS 5 THAT EXTEND TO THE CROWN. MARK THE NORTH SIDE OF 09-23-10 THE TREE IN THE NURSERY, TWIST WIRE TO TIGHTEN. EACH TREE MUST BE PLANTED AND ROTATE TREE TO SUCH THAT THE TRUNK FLARE FACE NORTH AT THE SITE 15 VISIBLE AT THE TOP OF WHEN EVER POSSIBLE. REF: T: \4k\4377\003\dwgs Phase II\003abs dwg THE ROOT BALL. TREES WHERE XREF. T.\4k\4377\003\dwgs\4377003tdwg EF: T. \4k\4377\003\dwgs Phase II\003 - tfimrr THE TRUNK FLARE IS NOT SET TOP OF ROOT o VISIBLE SHALL BE REJECTED. BALL FLUSH TO GRADE ALL STAKES SHALL BE DRIVEN DO NOT COVER THE TOP OF OR 25-50 MM (1-2 IN.) THE ROOT BALL WITH SOIL. HIGHER IN SLOWLY DRAINING SOILS. 100 MM (4 IN.) HIGH z EARTH SAUCER BEYOND 200 MM (8 IN.) MULCH RING 1800 EDGE OF ROOT BALL. MM 6 FT.) 75 MM (3 IN.) MULCH. DIAM. MIN. REMOVE ALL TWINE, ROPE DO NO PLACE MULCH IN 2400 MM ( ) DIAM. AND WIRE, AND BURLAP CONTACT WITH TREE PREF R FROM TOP HALF OF ROOT TRUNK. MAINTAIN THE BALL MULCH WEED -FREE FOR IF PLANT IS SHIPPED WITH A WIRE BASKET A MINIMUM OF THREE AROUND THE ROOT BALL, CUT THE WIRE YEARS AFTER BASKET IN FOUR PLACES AND FOLD DOWN 200 PLANTING. MM (8 IN.) INTO PLANTING HOLE. NOTE: FOR DIMENSIONS - PLACE ROOT BALL ON UNEXCAVATED OF OR TAMPED SOIL. PLANTING AREAS, TYPES OF 501L AMENDMENTS, OR SOIL TAMP 501L AROUND ROOT BALL BASE FIRMLY REPLACEMENT, SEE "SOIL WITH FOOT PRESSURE 50 THAT ROOT BALL IMPROVEMENT DETAIL5." DOES NOT SHIFT. U NOTE: TH15 DETAIL ASSUMES THAT THE PLANTING SPACE 15 LARGER THAN AN 8' SQUARE OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TREE PLANTING DETAIL FOR 848 IN ALL SOIL n TYPES NOT TO SCALE SHRUB MULCH FINISH GRADE �CJIL rnx 1\V 1 �. VI\,..ram 1 Tl1�VVVT7 .�,NY EXISTING 'HARD -PAN' AND REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE. SONAL COLOR SPRUE SED EL NOT TO SCALE BED WIDTH I. U.N.O.1,24" U.N.0.L-SHRU15 "I CROWN BED 2-3" ABOVE FINISH GRADE. TOP OF ROOTBALL • TO BE A MIN. OF 2" ABOVE FINISH GRADE. • MULCH 3 PLANTING SOIL MIX r SPADE OR STEEL EDGE PLANTING PROCEDURE BREAK THROUGH ANY 1. LAYOUT BED AND OUTLINE WITH EXISTING 'HARD -PAN' AND SPADE EDGE. REMOVE AS NECESSARY TO 2. ROTOTILL BED TO 12" DEPTH. PROVIDE GOOD PERCOLATION SPREAD 6" MIN. LAYER OF AND POSITIVE DRAINAGE. PLANTING SOIL MIX OVER BED. ROTOTILL PLANTING SOIL MIX INTO TOP OF BED. 3. INSTALL PLANTS, MULCH AND WATER THOROUGHLY. HEDGE PLANTING, a NOT TO SCALE 1302 SECTION 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 10 L801 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 50 THAT NO SHARP WIREJ:LL125 ARE EXPOSED__ 13 MM (0.5 IN.) DIAM. PLASTIC HOSE--_ GALVANIZED WIRE OR CABLE v 09-23-10 4377.003 TWIST WIRE TO TIGHTEN. CHECKED BY- ZB KF 3-240x40 MM (1.5x1.5IN.) LANDSCAPE DETAU DRAWING FILES: .\4k\4377\003\dwgs Phase II\L300-L801.dwg HARDWOOD STAKES OR OTHER REF: T: \4k\4377\003\dwgs Phase II\003abs dwg ff: L•\4k\4377\003\dwgs\OOMs.dwg XREF. T.\4k\4377\003\dwgs\4377003tdwg EF: T. \4k\4377\003\dwgs Phase II\003 - tfimrr APPROVED STAKE MATERIAL = o ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. z E, THE FIRST STAKE SHALL BE o DIRECTLY SOUTHWEST OF THE c0 TREE TRUNK. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK 15 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. TREE STAKING DETAIL TREES 3" CALIPER OR 4 LESS NOT TO SCALE NOTE: FOR DETAILED - REQUIREMENTS RELATED TO THE PLANTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL." BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL. LOAMY SOIL I 1:1 SLOPE ON SIDES OF PLANTING HOLE. TAMP SOIL AROUND --'UNEXCAVATED OR ROOT BALL BASE 2 TIMES THE ROOT COMPACTED MOUND FIRMLY WITH FOOT BALL DIAMETER UNDER THE ROOT BALL PRESSURE SO THAT TO PREVENT ROOT BALL DOES SETTLEMENT. NOT SHIFT. 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 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. NOTE: TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 500 SQUARE FEET. SOIL IMPROVEMENT (ENT 5 DETAIL L3°2 NOT TO SCALE 18" U.N.O. ROW SPACING STEEL OR SPADE PLANTING PROCEDURE 1. LAYOUT BED AND OUTLINE WITH SPADE EDGE. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL PLANTING SOIL MIX INTO TOP OF BED. B. INSTALL PLANTS, MULCH AND WATER THOROUGHLY. SHRUB (PER PLAN) SHREDDED BARK MULCH PLANTING SOIL MIX (AS SPECIFIED) FINISH GRADE NOTE: BREAK THROUGH ANY EXISTING 'HARD -PAN' AND REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE. SHRUB MASS ASS PLA NOT TO SCALE 6 ROOTBALL HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL (TYP. OF 3) GALVANIZED WIRE MULCH OR CABLE TWIST WIRE TO TIGHTEN. 13 MM (0.5 IN.) DIAM. PLASTIC HOSE 4" HIGH EARTH SAUCER TREE LAWN AREA NOTE: LOCATE I STAKE DIRECTLY SOUTHWEST OF TREE TRUNK PLAN VIEW NOT TO SCALE PLANTING OR MI 11 /'1 ICP% AflcA NOTE: STEEL LAWN EDGING SHALL BE USED AT ALL LAWN EDGES AND AT EDGES OF MULCHED AREAS (FOR CONTAINMENT). JLCH AS 'ECIFIED ADE PLANTING AREA NOTE: TRENCH EDGE SHALL CREATE A CLEAN SEPERATION BETWEEN AREAS; AND SHALL CREATE SMOOTH AND EVEN LINES (AS INDICATED ON THE PLANS). SPADE EDGE/02 NOT TO SCALE L302 GROUNDCOVER (PER PLAN) SHREDDED BARK MULCH PLANTING SOIL MIX (AS SPECIFIED) FINISH GRADE STEEL OR SPADE PLANTING PROCEDURE f. LAYOUT BED AND OUTLINE WITH SPADE EDGE. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL PLANTING SOIL MIX INTO TOP OF BED. 3. INSTALL PLANTS, MULCH AND WATER THOROUGHLY. NOTE: BREAK THROUGH ANY EXISTING 'HARD -PAN' AND REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE. PLANTING NOT TO SCALE 1" f ASS r ��,R�....R4Ss /,,, R�eo No. �= LA20700037 9 STATE OF V y� ' ......... Sc4PE . ARNP &&Vaal" ,VIII DATE: THIS DRAWING AND THE IDEAS, DESIGN AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) Schneider THE SCHNEIDER CORPORATION 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.: 09-23-10 4377.003 DRAWN BY: CHECKED BY- ZB KF O LANDSCAPE DETAU DRAWING FILES: .\4k\4377\003\dwgs Phase II\L300-L801.dwg ff: T: \4k\4377\003\dwgs Phase II\TUe1.dwg REF: T: \4k\4377\003\dwgs Phase II\003abs dwg ff: L•\4k\4377\003\dwgs\OOMs.dwg XREF. T.\4k\4377\003\dwgs\4377003tdwg EF: T. \4k\4377\003\dwgs Phase II\003 - tfimrr ff: F. \TSC-LDT6\Blocks\SEAL-LA-MRK.dwg = o 6 z W � E-� ^ W �:D N U W LO U DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY- ZB KF SHEET TITLE: LANDSCAPE DETAU DRAWING FILES: .\4k\4377\003\dwgs Phase II\L300-L801.dwg ff: T: \4k\4377\003\dwgs Phase II\TUe1.dwg REF: T: \4k\4377\003\dwgs Phase II\003abs dwg ff: L•\4k\4377\003\dwgs\OOMs.dwg XREF. T.\4k\4377\003\dwgs\4377003tdwg EF: T. \4k\4377\003\dwgs Phase II\003 - tfimrr ff: F. \TSC-LDT6\Blocks\SEAL-LA-MRK.dwg SHEET NO.: Cao OD m CD M CD CD co IV Cn //-HANDICAPPED RAMP 10'-0" I 101-011 I 10'-011 I 10'-011 2'-3" I SECTION B -B 6" MINIMUM COMPACTED GRANULAR BASE LEVELING PAD 757.90 TW 752.71 BW 1755.20 756.90 TW 756.90 TW 755.25 752.69 BW 752.42 BW SAFETY RAILING 755.40 TW 757.90 TW 752.40 BW 752.95 BW : .a a 758.90 TW a 753-101751-53 5 752.98 BW a 72:33 753.05 HANDICAPPED RAMP 753. HANDICAPPED RAMP 53.66 RETAINING WALL RETAINING WALL a 752.20 755.40 TW 753.00 752.10 BW 1757.50 5.1-.6 751.33 A TW 758.90 753.60 752.66 BW 753.401 A 753.30 TW 754.70753.00 BW 753.40 752.66 752.33 1.00 750.66 1751.95 PLAN VIEW , SCALE: 0-10' L802 ALL COLUMNS ARE TO BE 2'-9" TALLER THAN THE HEIGHEST WALL AND CAP ADJACENT TO THE COLUMN. HANDICAPPED RAMP 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 26'-3" END COLUMN TO BE 12" TALLER THAN WALL AND CAP. -------------- �-�-? ------------------- r I 5.0' X6.6 FINISH GRADE 5.01 27.5' C COL OL MD LG COL COL CUT COURSE A B CUT COL COL LG Q MD LG COL COURSE B COURSE LAYOUT DETAIL NOT TO SCALE L802 DURAWALL OR EQUIVALENT AT 3', MORTARED IN PLACE, AND TIED INTO COLUMNS.---,- ANCHOR OLUMNS. ANCHOR HIGHLAND STONE FREESTANDING WALL SYSTEM WITH CAP OR APPROVED EQUAL. COLOR TO BE PRAIRIESTONE -- CONCRETE CAP. 6" MINIMUM COMPACTED GRANULAR BASE LEVELING PAD 26" DECORATIVE RAILING TO BE MANUFACTURED BY LANDSCAPE STRUCTURES OR APPROVED EQUAL WELDMENT COMPRISED OF 1.9" O.D. RS -20 (.090" - .100") GALVANIZED STEEL TUBING, 1.029" O.D. RS -20 (.070't-.080') GALVANIZED STEEL TUBING AND 3/16" HR FLAT STEEL I FINISH: POWDERCOAT, COLOR SPECIFIED FREESTANDING WALL DETAIL NOT TO SCALE CORE DRILL TO A DEPTH OF 18" AND MORTAR EACH POST INTO WALL ADHESIVE SHALL BE APPLIED TO ALL COURSES AT OR ABOVE THE CONCRETE HANDICAPPED RAMP. FINISH GRADE SECTION A -A 2 SCALE: 0=5' Ls02 Z 0 .�,;uwuuuunrry ��.R• KR S� g No. 20700037 '9. STATE OFGs DATE • • Vrs� THIS DRAWING AND TH 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. (2008) fftlb 'khneider 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.: 09-23-10 Z DRAWN BY: t� SHEET TITLE: GENERAL DETAU O ff: T-.\4k\4377\003\dwgs Phase II\Ti0e1.dwg ff. T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: F:\TSC-LDT6\Blocks\SEAL-LA-MRK.dwg SHEET NO.: lt,48(02 O W E- E - -LO LO a W �' � C� U DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAU DRAWING LES: :\4k\4377 003\dwgs Phase 11\L802-L804.dwg ff: T-.\4k\4377\003\dwgs Phase II\Ti0e1.dwg ff. T:\4k\4377\003\dwgs Phase II\003abs.dwg ff: F:\TSC-LDT6\Blocks\SEAL-LA-MRK.dwg SHEET NO.: lt,48(02 00 00 CD M CD CD 4:11 NOTE- PAINTED GREEN 2' X 4' RIGHT-OF-WAY PLACE A MINIMUM 8' DIAMETER HDPE A MINIMUM OF 8" OF DEPTH TO LATERAL TO BE OR EASEMENT PIPE AROUND LATERAL PRIOR TO #8 STONE OVER THE SHOW ON MARKER. LINE 8' MINIMUM I- (TYPICAL ALL LAMM) BACKFILLING. HDPE PIPE TO EXTEND CONCRETE CAPPED (TYPICAL ALL LATERALS) (TYPICAL ALL LATERALS INTO CONCRETF_ WYE SHALL BE GREATER THAN 12' 6' MINIMUM PLACED PRIr TO SOLID PVC OR HDPE CAP BACKFIW14G MINIMUM FALL- 1/8' PER DEEP) (TYPICAL ALL LATERALS OR S.S. BANDED RUBBER FOOT (TYPICAL ALL LATERALS) SHALLOWER THAN 12' BOOT. 22.5* OR 45* FINISHED GRADE DEEP) FOR SEPARATION SEE NOTE TERRASOFT SURFACE TO BE 1/2" EXPANSION JOINT WIT14 PREMOLDED 2! MINIMUM 4! MINIMUM INSTALLED PER MANUFACTURERS FILLER RECESSED 1/2' FROM SURFACE. SPECIFICATIONS. SURFACE AND 22.5' OR 45* ONE PIECE TEE -WYE SUB -BASE SHALL BE INSTALLED FILL RECESS WITH NON -SHRINKING REQUIRED BY THE SAME COMPANY. ALL-WEATHER SEALANT (SONNEBORN SLI OR 4! MINIMUM NOTE 1/2*r-\ 1/2'r 3' OF TOP SOIL 1/2" 01 SIMILAR). ALL WYES AND LATERAL PIPE -PREMOLDED FILLER (E.G. F15ER BOARD) 75' OR LESS FOR SHORT FROM lf-20' FEET DEEP SHALL 1/8'R BE SDR 26 (MINIMUM PIPE 35 OR SCH 40 SIDE LATERALS 45* OR LESS PVC P Or"F; MUST IPE (ALL LATERALS A' FOR LONG SIDE LATERALS THIS ANGLE STIFFNESS OF 115). ALL BE 45' OR LESS SHALLOWER THAN 1f) LATERALS OVER 20! DEEP FOR ALL LATERALS SHALL BE SDR 23.5 (MINIMUM -OF-WAY OR SHALLOWER THAN RIGHT J;i - `- ' 5� - . ; -, *.-- �,: , `.: 4 PIPE STIFFNESS OF 153) AND 7. . 141 EASEMENT LINE MINIMUM 4' CONCRETE CAP REQUIRED, NOT 0 0 0 0 00 0 00 0, To EXCEED BEYOND FIRST PIPE JOINT OF alo 00 12 FEET. :: .. - . . 1 4 00 4k. WYES SHALL BE SDR 26. t. AL 00 00 FF . '. " 0 0 0 0 0 0 0 00 WYE. IF A WYE TO BE PLACED ON IS 11' TO 12' DEEP, THEN CAP FOR FUTURE BEDDING CONCRETE CAP IS REQUIRED AT THE UNDISTURBED EARTH. COMPACTION OF CONNEC11ON (TYPICAL MAIN SEWER",J_� �71 �'=_j I F-711 [E.9 I DON NOTE. JO CONCRETE STRENGTH OF 3500 PSI, 28 6' CONCRETE PAVEMENT DAY COMPRESSIVE STRENGTH. NOT SEC SEPARATION TTING: COMPACTION CANNOT BE ACHIEVED, vt PLAN MEW 7V J8 CRUSHED LIMESTONE AGGREGATE ENGINEER'S DISCRETION. MINIMUM LINE 18 STONE IS CRITICAL UNDER ALL ALL LATERALS) INTS AND FITTINGS. IF PROPER BETWEEN WYE F1 REQUIRED FOR DUCTILE IRON TEE. MAY NEED -10 BE DEEPER FOR A. OPPOSITE SIDE LATERALS THEN PLACE A MINIMUM OF 6- OF FOR LATERALS GREATER THAN 12� NOTE: LONG BUILDING LATERALS OR 1) 1' MINIMUM BELL TO BELL 3500 PSI, 28 DAY COMPRESSIVE CONCRETE *PREPARED SUBGRADE PER INDOT No. 207 DEEP, INSTALL ONE PIECE TEE -WYE. ALL LATERAL BEDDING SHALL BE FINISHED GRADES SLOPING AWAY 2) BELL TO SPIGOT MAY BE ADJACENT STRENGTH CONCRETE AROUND THE 3GOO PSI ALL FITTINGS SHALL BE OF ONE PIECE AGAINST UNDISTURBED TRENCH. FROM SEWER. B. SAME SIDE LATERALS PIPE TO BEAR ON STABLE GROUND CONSTRUCTION. 1) 5' MINIMUM SEPARATION (PER ENGINEER). MORE THAN 12' DEEP LESS THAN 12' DEEP MORE THAN 12' DEEP LESS THAN 12' DEEP 4" COMPACTED GRAVEL BASE q5% COMPACTED SUBGRADE NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM FINISHED GRADE TO THE TOP OF MAIN SEWER LINE. ALL PIPING MOM WYE TO 45'/22- FITTING AT 5'-8- BELOW SERVICE LATERAL DETAIL STRAIGHT CONCRETE CURB EXPANSION JOINT CONCRETE PAVEMENT HUN GRADE SHALL BE SDR 26 TO 26 DEEP OR SDR 23.5 GREATER � L803 NOT TO SCALE NOTTO SCALE THAN 26 DEEP. NOT TO SCAIF NOT TO SCALE MIN. V TOPSOIL TO EDGE OF PAVEMENT, CURB, GUTTER _\ 5 OR LESS ENSURE GRASS GROWTH OR SIMILAR STRUCTURE IN THE PUBLJC R/W f "B' BORROW OR EQUIV. GRANULAR MIN. 1.25 Bc+12' MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY Cq #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PAVEMENT am ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6' TO 12* BALANCED LJFTS A MINIMUM 9' OF CLEARANCE MIN 6' TOPSOIL TO EDGE OF PAVEMENT, CURB, GUTTER ENiURE GRASS GROWTH OR SIMILAR STRUCTURE IN THE > THAN 5' —REGULAR PUBLIC R/W BACKFILL REGULAR BACKFILL MIN. 1.25 Bc+12 FINISH GRADE #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE SHALL BE PROVIDED ON EACH SIDE LEGEND OF THE INSTALLED PIPE Be OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE TRENCH DETAV_11`� PLASTIC PIPE (PVC & HDPE)��03 NOT TO SCALE I X GREATEIRWAN 5' FROM EDGE OF PAVEMENT RM ALL BEDDING & 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 NOTE: CROSS—SLOPE NOT TO EXCEED 27- 7o, 2- 112 'BROWN' DOLOMITE 5- COMPACTED 153 'BROWN' DOLOMINTE GEOTEXTILE FABRIC APPLY SOIL HERBICIDE BEFORE INSTALLING FABRIC COMPACTED SUBGRADE GRAVEL TRAIL DETA L 8 k L803 I AV TOOUED COtMOL JOINT (1/8' x 114 OF SLAB THICKNESS) r TOOLED CONTROL JOINT (1/2' x 114 OF SLA5 VICKNESS) ..", '_ : . - , . - . , - , ., Ptc .. q oil 4" COMPACTED GRAVEL BASE q5% COMPACTED SUBGRADE 4" COMPACTED GRAVEL BASE 95% COMPACTED SUEIGRADE CONTROL JOIN COLD JOINT NOT TO SCALE NOT TO SCALE 0i 2 IV) KRO Q.- V. i�_� 9 NO. 9 LA20700037 STATE OF D I..... ...... DAM 41 TH S DRAWING AND THE 61S, DESIGNS AND c CONCITS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODUCED, IN MOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2008) 1kh i er THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com rc ec ure Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 09-23-10 z DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL E— DRAWING �LES: T\4k\4377 003\dwgs Phase II\LB02—L8O4.dwg XREF- T-.\4k\4377\003\dwgs Phase II\TiUe1.dwg XREF- T-\4k\4377\003\dwgs Phase 11\003abs.dwg XREF. F.\TSC—LDT6\Blocks\SDL—LA—MRK.dwg SHEET NO.: CQ CrD CD cc 4 1-4 0 NOT -i ff Xm; F. D4 LO I 1 0 :1 a I I W-1 I ki To I R "M 2 1 LO -11 1110 is t�if; Ualso "11 FRINI h X t 5 5.1107: 1 A offilam. 21=0 w,F-mr,-mm?�Mer� 160511 Eff "M NOTE- PAINTED GREEN 2' X 4' RIGHT-OF-WAY PLACE A MINIMUM 8' DIAMETER HDPE A MINIMUM OF 8" OF DEPTH TO LATERAL TO BE OR EASEMENT PIPE AROUND LATERAL PRIOR TO #8 STONE OVER THE SHOW ON MARKER. LINE 8' MINIMUM I- (TYPICAL ALL LAMM) BACKFILLING. HDPE PIPE TO EXTEND CONCRETE CAPPED (TYPICAL ALL LATERALS) (TYPICAL ALL LATERALS INTO CONCRETF_ WYE SHALL BE GREATER THAN 12' 6' MINIMUM PLACED PRIr TO SOLID PVC OR HDPE CAP BACKFIW14G MINIMUM FALL- 1/8' PER DEEP) (TYPICAL ALL LATERALS OR S.S. BANDED RUBBER FOOT (TYPICAL ALL LATERALS) SHALLOWER THAN 12' BOOT. 22.5* OR 45* FINISHED GRADE DEEP) FOR SEPARATION SEE NOTE TERRASOFT SURFACE TO BE 1/2" EXPANSION JOINT WIT14 PREMOLDED 2! MINIMUM 4! MINIMUM INSTALLED PER MANUFACTURERS FILLER RECESSED 1/2' FROM SURFACE. SPECIFICATIONS. SURFACE AND 22.5' OR 45* ONE PIECE TEE -WYE SUB -BASE SHALL BE INSTALLED FILL RECESS WITH NON -SHRINKING REQUIRED BY THE SAME COMPANY. ALL-WEATHER SEALANT (SONNEBORN SLI OR 4! MINIMUM NOTE 1/2*r-\ 1/2'r 3' OF TOP SOIL 1/2" 01 SIMILAR). ALL WYES AND LATERAL PIPE -PREMOLDED FILLER (E.G. F15ER BOARD) 75' OR LESS FOR SHORT FROM lf-20' FEET DEEP SHALL 1/8'R BE SDR 26 (MINIMUM PIPE 35 OR SCH 40 SIDE LATERALS 45* OR LESS PVC P Or"F; MUST IPE (ALL LATERALS A' FOR LONG SIDE LATERALS THIS ANGLE STIFFNESS OF 115). ALL BE 45' OR LESS SHALLOWER THAN 1f) LATERALS OVER 20! DEEP FOR ALL LATERALS SHALL BE SDR 23.5 (MINIMUM -OF-WAY OR SHALLOWER THAN RIGHT J;i - `- ' 5� - . ; -, *.-- �,: , `.: 4 PIPE STIFFNESS OF 153) AND 7. . 141 EASEMENT LINE MINIMUM 4' CONCRETE CAP REQUIRED, NOT 0 0 0 0 00 0 00 0, To EXCEED BEYOND FIRST PIPE JOINT OF alo 00 12 FEET. :: .. - . . 1 4 00 4k. WYES SHALL BE SDR 26. t. AL 00 00 FF . '. " 0 0 0 0 0 0 0 00 WYE. IF A WYE TO BE PLACED ON IS 11' TO 12' DEEP, THEN CAP FOR FUTURE BEDDING CONCRETE CAP IS REQUIRED AT THE UNDISTURBED EARTH. COMPACTION OF CONNEC11ON (TYPICAL MAIN SEWER",J_� �71 �'=_j I F-711 [E.9 I DON NOTE. JO CONCRETE STRENGTH OF 3500 PSI, 28 6' CONCRETE PAVEMENT DAY COMPRESSIVE STRENGTH. NOT SEC SEPARATION TTING: COMPACTION CANNOT BE ACHIEVED, vt PLAN MEW 7V J8 CRUSHED LIMESTONE AGGREGATE ENGINEER'S DISCRETION. MINIMUM LINE 18 STONE IS CRITICAL UNDER ALL ALL LATERALS) INTS AND FITTINGS. IF PROPER BETWEEN WYE F1 REQUIRED FOR DUCTILE IRON TEE. MAY NEED -10 BE DEEPER FOR A. OPPOSITE SIDE LATERALS THEN PLACE A MINIMUM OF 6- OF FOR LATERALS GREATER THAN 12� NOTE: LONG BUILDING LATERALS OR 1) 1' MINIMUM BELL TO BELL 3500 PSI, 28 DAY COMPRESSIVE CONCRETE *PREPARED SUBGRADE PER INDOT No. 207 DEEP, INSTALL ONE PIECE TEE -WYE. ALL LATERAL BEDDING SHALL BE FINISHED GRADES SLOPING AWAY 2) BELL TO SPIGOT MAY BE ADJACENT STRENGTH CONCRETE AROUND THE 3GOO PSI ALL FITTINGS SHALL BE OF ONE PIECE AGAINST UNDISTURBED TRENCH. FROM SEWER. B. SAME SIDE LATERALS PIPE TO BEAR ON STABLE GROUND CONSTRUCTION. 1) 5' MINIMUM SEPARATION (PER ENGINEER). MORE THAN 12' DEEP LESS THAN 12' DEEP MORE THAN 12' DEEP LESS THAN 12' DEEP 4" COMPACTED GRAVEL BASE q5% COMPACTED SUBGRADE NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM FINISHED GRADE TO THE TOP OF MAIN SEWER LINE. ALL PIPING MOM WYE TO 45'/22- FITTING AT 5'-8- BELOW SERVICE LATERAL DETAIL STRAIGHT CONCRETE CURB EXPANSION JOINT CONCRETE PAVEMENT HUN GRADE SHALL BE SDR 26 TO 26 DEEP OR SDR 23.5 GREATER � L803 NOT TO SCALE NOTTO SCALE THAN 26 DEEP. NOT TO SCAIF NOT TO SCALE MIN. V TOPSOIL TO EDGE OF PAVEMENT, CURB, GUTTER _\ 5 OR LESS ENSURE GRASS GROWTH OR SIMILAR STRUCTURE IN THE PUBLJC R/W f "B' BORROW OR EQUIV. GRANULAR MIN. 1.25 Bc+12' MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY Cq #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PAVEMENT am ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6' TO 12* BALANCED LJFTS A MINIMUM 9' OF CLEARANCE MIN 6' TOPSOIL TO EDGE OF PAVEMENT, CURB, GUTTER ENiURE GRASS GROWTH OR SIMILAR STRUCTURE IN THE > THAN 5' —REGULAR PUBLIC R/W BACKFILL REGULAR BACKFILL MIN. 1.25 Bc+12 FINISH GRADE #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE SHALL BE PROVIDED ON EACH SIDE LEGEND OF THE INSTALLED PIPE Be OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE TRENCH DETAV_11`� PLASTIC PIPE (PVC & HDPE)��03 NOT TO SCALE I X GREATEIRWAN 5' FROM EDGE OF PAVEMENT RM ALL BEDDING & 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 NOTE: CROSS—SLOPE NOT TO EXCEED 27- 7o, 2- 112 'BROWN' DOLOMITE 5- COMPACTED 153 'BROWN' DOLOMINTE GEOTEXTILE FABRIC APPLY SOIL HERBICIDE BEFORE INSTALLING FABRIC COMPACTED SUBGRADE GRAVEL TRAIL DETA L 8 k L803 I AV TOOUED COtMOL JOINT (1/8' x 114 OF SLAB THICKNESS) r TOOLED CONTROL JOINT (1/2' x 114 OF SLA5 VICKNESS) ..", '_ : . - , . - . , - , ., Ptc .. q oil 4" COMPACTED GRAVEL BASE q5% COMPACTED SUBGRADE 4" COMPACTED GRAVEL BASE 95% COMPACTED SUEIGRADE CONTROL JOIN COLD JOINT NOT TO SCALE NOT TO SCALE 0i 2 IV) KRO Q.- V. i�_� 9 NO. 9 LA20700037 STATE OF D I..... ...... DAM 41 TH S DRAWING AND THE 61S, DESIGNS AND c CONCITS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODUCED, IN MOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2008) 1kh i er THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com rc ec ure Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 09-23-10 z DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL E— DRAWING �LES: T\4k\4377 003\dwgs Phase II\LB02—L8O4.dwg XREF- T-.\4k\4377\003\dwgs Phase II\TiUe1.dwg XREF- T-\4k\4377\003\dwgs Phase 11\003abs.dwg XREF. F.\TSC—LDT6\Blocks\SDL—LA—MRK.dwg SHEET NO.: CQ CrD CD cc 4 1-4 D4 LO DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAIIS DRAWING �LES: T\4k\4377 003\dwgs Phase II\LB02—L8O4.dwg XREF- T-.\4k\4377\003\dwgs Phase II\TiUe1.dwg XREF- T-\4k\4377\003\dwgs Phase 11\003abs.dwg XREF. F.\TSC—LDT6\Blocks\SDL—LA—MRK.dwg SHEET NO.: H=dg(03 DIMENSIONS (INCHES) A (MAX) (Iff) (MCI N) 12 36 la 15 36 21 18 48 25 21 48 9A 24 48 31 27 1 60 34 30 60 38 33 1 �2 41 36 60 44 4 2 42 1 50 150 PIPE UNDERDRAIN 15' IN EACH DIRECTION UNDER PAVEMENT. SEE DETAL ,--36' CONCRETE COLLAR EACH STREET CENTERLINE. STORM MANHOLE NEENAH TYPE CASTING NO. R-3433 (OR EJW 5230) 9'-1f X 6' X 8" SPICE VALLEY QUARRY STONE AS TERRASOFT SURFACE TO BE SUPPLIED BY FORT WAYNE INSTALLED FLUSH TO STONE SLAB ROCKS, INC. OR APPROVED BRIDGE. uw EQUAL TERRASOFT SURFACE TO BE PLAY SAND INSTALLED PER MANUFACTURERS SPECIFICATIONS. SURFACE AND 4� CONCRETE ED SUB -BASE SHALL BE INSTALL 4' COMPACTED 153 CRUSHED BY THE SAME COMPANY. AGGREGATE 6" 1 VI: Xx \A'M --2 UNDERDRAIN TYP. SEE DETAIL 4A804 EXISTING SUBSOIL OR COMPACTED BACKFILL STONE BRIDGE DETAIL NOT TO SCALE L804 81 GRADE GRADE ASPHALT ACCESS PATH TACK COAT H.M.A. 1-1/f H.M.A. 9.5 MM. SURFACE COURSE 1 1/2' H.A.C. 1Z5 MM INTERMEDIATE MIXTURE INDOT #53 CRUSHED LIMESTONE AGGREGATE 6 PREPARED SUBGME PER INDOT No. 207 00 00 �n CD M CD CESS PATH DETAIL 9 (�L8:0:4 NOT TO SCAIF ACCESSI NOT TO SCALE 14' PLAY SAND 4' CONCRETE 4! COMPACTED 153 CRUSHED AGGREGATE SLOPE FOR HANDICAPPED ACCESS TERRASOFT SURFACE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. SURFACE AND SUB -BASE MALL BE INSTALLED BY 'ME SAME COMPANY. EXISTING SUBSIDIL OR COMPACTED BACKFILL TY DETAIL/elo TERRASOFT SURFACE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. SURFACE AND SUB -BASE SHALL BE INSTALLED BY THE SAME COMPANY. ROUGH CUT STONES 24*X24�X48' SEE SHEET L804 FOR LOCATIONS 14* PLAY SAND 4* CONCRETE 4' COMPACTED 03 CRUSHED - AGGREGATE 12' STREAM BED DETAI NOT TO SCALE _2% UNDERDRAIN TYP. SEE DETAIL 4A804 EXISTING SUBSO1 OR COMPACTED BACKF111 PLAYSAND z 4" CONCRETE GEOTEX11LE FABRIC #8 GRAVEL— BACKFILL 4" PERFORATED PVC - PIPE. WRAPPED IN SOCK. z </\Xl x '6 'M INr (MIN PIPE UNDERDRAIN /�4 IN STREAM AREA_�� NOT TO SCALE GRADE DIMENSIONS (INCHES) A (MAX) 1 (1.11) D. MIN) I(C 12 1 36 1 18 15 1 36 1 21 18 1 48 25 21 1 48 9A 24 1 48 31 27 60 34 30 60 38 33 60 41 36 44 A" __§O 60__� 50 GRADE (NEW OR EXISTING) B 36* X 8" X 48' SPICE VAI I EY QUARRY STONE AS SUPPLIED BY FORT WAYNE ROCKS, INC. OR APPROVED EQUAL 24" X 10" X 48* SPICE VALLEY QUARRY STONE AS SUPPLIED BY FORT WAYNE ROCKS, INC. OR APPROVED EQUAL PLAY SAND (10' MIN) GEOTEXTILE FABRIC STORM MANHOLE NEENAH TYPE CASTING NO. R-3433 (OR EJW 5230) STANDARD HYDRO SEEDING W/STRAW MULCH & TACKIFIELD GRADE (NEW OR EXISTING) S-75 EROSION CONTROL BLANKET AS MANUFACTURED BY NORTH AMERICAN GREEN TYPICAL SWALE SECTION(:E) 1\ �O4 NOTTO SCALE 11' X 5' X 1.5' SPICE VALLEY QUARRY STONE AS SUPPLIED BY FORT WAYNE ROCKS1 INC. OR APPROVED EQUAL. STAINLESS STEEL PIN MOUNTED LETTERING. SIZE AND FONT TO MATCH ENTRANCE SIGNAGE AT CARMEL CENTRAL PARK. ---< 1511 EQUAL EQUAL Fou der ark Carm I Clay - Parks & ecreation FINISHED GRADE EXPANSION JOINT. SEE DETAIL 04/L603. ENTRANCE SIGNAGE NOT TO SCALE LID FINISHED GRADE 0 1 0 ENTRANCE SIGNAGE DETAIL NOT TO SCALE 0i C) K R OS!"111%, ......... I S Tt�' L�::: No. I LA20700037 STATE OF '0 -4 P E DATE. THS DRAWING AND THE EAS, DESIGNS AND IE 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. (2008) Schneider THE SCHNEIDER CORPORA11ON Historic Fort Harrision 8901 Otis Avenue -1037 Indianapolis, IN 46216 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 4 09-23-10 z DRAWN BY- CHECKED BY - SHEET TITLE: GENERAL '-A A, T?RA \4"�43377T0803:\6gs Phase I1\1L8O2-L8O4.dwg XRER T-\4k\4377\003\dwgs Phase 11\T1be1.dwg XREF, T.*\4k\4377\003\dwgs Phase 11\003absdwg 12" SHEET NO.: C\2 CrD AA 'A 4. A 4" z A" r --- 9 W.. A ;4 A A. C) BARS 0 16" O.C. a z #5 C> LO 4. BOTTOM FACE OF STONE TO BE CUT SMOOTH TO ALLOW 4 ... TIGHT FIT WIT14 CONCRETE.--, 4 4 j ENTRANCE SIGNAGE DETAIL NOT TO SCALE 0i C) K R OS!"111%, ......... I S Tt�' L�::: No. I LA20700037 STATE OF '0 -4 P E DATE. THS DRAWING AND THE EAS, DESIGNS AND IE 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. (2008) Schneider THE SCHNEIDER CORPORA11ON Historic Fort Harrision 8901 Otis Avenue -1037 Indianapolis, IN 46216 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 4 09-23-10 z DRAWN BY- CHECKED BY - SHEET TITLE: GENERAL E- T?RA \4"�43377T0803:\6gs Phase I1\1L8O2-L8O4.dwg XRER T-\4k\4377\003\dwgs Phase 11\T1be1.dwg XREF, T.*\4k\4377\003\dwgs Phase 11\003absdwg A. SHEET NO.: C\2 CrD AA 'A A 4" z A" r --- 9 W.. za A C) E - a ENTRANCE SIGNAGE DETAIL NOT TO SCALE 0i C) K R OS!"111%, ......... I S Tt�' L�::: No. I LA20700037 STATE OF '0 -4 P E DATE. THS DRAWING AND THE EAS, DESIGNS AND IE 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. (2008) Schneider THE SCHNEIDER CORPORA11ON Historic Fort Harrision 8901 Otis Avenue -1037 Indianapolis, IN 46216 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.: 09-23-10 z DRAWN BY- CHECKED BY - SHEET TITLE: GENERAL E- T?RA \4"�43377T0803:\6gs Phase I1\1L8O2-L8O4.dwg XRER T-\4k\4377\003\dwgs Phase 11\T1be1.dwg XREF, T.*\4k\4377\003\dwgs Phase 11\003absdwg XREF. F.\TSC-LDT6\Blocks\SM-LA-MRK.dwg SHEET NO.: C\2 CrD ad z r --- 9 C) E - z C> LO DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY- CHECKED BY - SHEET TITLE: GENERAL DETAU T?RA \4"�43377T0803:\6gs Phase I1\1L8O2-L8O4.dwg XRER T-\4k\4377\003\dwgs Phase 11\T1be1.dwg XREF, T.*\4k\4377\003\dwgs Phase 11\003absdwg XREF. F.\TSC-LDT6\Blocks\SM-LA-MRK.dwg SHEET NO.: 00 Co CID 4 =3 M CD CD =3 cc SOILS MAP NOT TO SCALE Soils Legend & Descriptions: Pt Gravel Pit - Sandy Gravel and Stone. 3 SEEDING 6" MIN. TURN DOWN 'Pill EROSION CONTROL BLANKET (NORTH AMERICAN GREEN fill, S-75 OR EQUAL) EXISTING GRADE EROSION CONTROL MATTING DETAIL NOTE 1. START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURCS RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. 2. THE STAPLE/STAKE LOCATIONS ON THE EDGE OF THE BLANKET SHALL BE INSET 2' TO 5' FROM THE BLANKET EDGE. A B c 3.3' THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. 0.7 STAKE PER SQ. 'M 4.1 SLOM D 11PUES PER SO. YD. 3:1 SLOPES 2:1 900 E n R_V 3.3' 0,0 0*0-.0 "0., 0. 0*0-0*0-0. . PUBLIC ROAD o -0.4000.4coo-lo, 0.000,0.0,000,0 50' (MIN) .0.0 0*0'0*0*V,0 0.0 '0 .00 00.0,0. ;:::1- 01- '0.0,0.0 0.0 *0- 0.- 0.0 0 o o-. ..o*0 0.10 0*0-0*0-0 0.0,0. - ; .0.0.0 *0 .0 *:00.0. 0. 0.. o a."V.. 0 -0..-0 .0 .0.1.0 .0 0. .0 0 .0 .0 10 -0 0-0 0 *0 0 '0--'0--'00- o0-0 :0 64. .0. 10 0.0 0:0..... 4.0 0 0. .0 oo,000-- 0 6- (MIN) ...0.0. 0 0. 0. 20' (MIN) 2"-3" COARSE AGGREGATE X GEOTEX11LE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCFION ENTRANCE DETAIL 0.8s 1.67' .............. . 1.67' ... ..... ........... . STITCH .......... ... ........ ..... ... ....... ..... ....... ... * 14 STAPM PER SQ. YD. 175 STAPLES PER SZ YD. & STEEPER SIRES HIGH FLOW CHWa AND IIIED11111111 / HIGH FLOW SHOFIEM CHANNEL 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN' THE EDGES OF THE EC BLANKET ABOVE THE BREAK OF THE SLOPE OR SHOULD BE OVERLAPPED 2* -5*. AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6* APART ON THE END OF THE .42 ROLL BLANKETS OUT IN DIREC11ON ^r mATrn In nui 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILUED AND SEEDED. EROSION BLANKET INSTALLATION NOT TO SCALE 99 6 - 4 THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6"IN A 'SHINGLE EFFECT. 6 PREPARATION Of THE SEED BED, INCLUDING APPLICATION OF LIME. FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. SILT FENCE x x Icy'? WE X S10 x x TYPICAL TYPICAL TOPSOIL STOCKPILE DMDY BAG" Installation and Maintenance Guidelines Installation: The empty Dandy Bag0should be placed over the grate as the grate stands on end. If using optlonal oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit Attach absorbent pllow to tether loop. Tuck the enclosure flop inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weig�nt of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event Remove sediment that has accumulated within the containment area of the Dandy Bag0os needed. if using optional oil absorbents; remove and replace absorbent pillow when near saturation. FLAP FOLDS OVER TO DANDYB ENCLOSE GRATE VELCRO CLOSURE GRATE LIFTING STRAPS ALLOW SY MOVEME241TT UNIT WITH GRATE C= C=Omcsw�=i ------ 1%11 ------- AN ORANGE WOVEN STANDARD FABRIC IS MONORUMENT DANDY BAG PAVED AREA INLET PROTECTION- SCALE: NONE MIRAF1 ENVIROFENCE OR EQUAL (36' WIDE) BACKFILL & COMPACT FLOW 6' MIN. FLAP LAID FLAT ON GROUND 1.25A.25'06' WOOD STAKE STONE RIP RAP IF REQUIRED TO PREVENT EROSION -7 36* NOTE. SILT FENCE TO BE INSTAI I M AFTER PIPE OUTLETS ARE INSTALLED D SILT FENCE INSTALLATION REINFORCE DETAIL. NOT TO SCALE 6' HIGH, It AIDE GEOTECTILE FARC FILM ", No.2 STOINE (FAM-NUITED 3NW SILT FENCE FABRIC OR AMVED EQUAL) 09 FOOT OVERLAF` ONTO THE CURB Wheat or Rye Oats Annual Ryegross 0 Temporary Seeding and Stablization Dates PAYSIM �7� PAVENSIT PAVOIENT C WK It WE GEOWU FAM FUM WIN NQ2 STONE. (FAMC-WTEC " SILT FENCE FABRIC OR AAM%�M EMWA() PAVED AREA INLU SMIMENT BARRIER NO SCALE SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2* X 2" hardwood 36" tall with 24* tall loth stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. FabricWeight ........................................................... 4 oz/syd GrabStrength .......................................................... Warp 125 lbs. Elongation................................................................ Warp 50 X Trapezoidal Tear Strength ....................................... 50 lbs. Burst Strength ......................................................... 200 psi LIVResistance .......................................................... > 70 % A.O.S ......................................................................... 50-80 Slurrynow Rate ........................... ........................... 225 gpm/sq. ft SedimentRetention ................................................. 75 % Stakes 0 5' O.C. Silt Fence Material Fence Post Ground Surface SIGN TO INDICATE THE .w'LOCATION OF THE CONCRETE WASHOUTAREA Fence Post Should4' ence Material Should be Buried 1' Below be Buried 6* Below Ground Ground Surface Surface. SILT FENCE DETAIL BERM AROUND PERIMETER 12" MIN 12' NTS GROUND SURFACE COMPACTED EMBANKMENT 3:1 OR FLATTER MATERIAL TYP. 15'x15' MIN OR SIDE SLOPES AS REQUIRED TO CONTAIN WASTE CONCRETE -0 Do NOTES: 1. CONCRETE WASHOUT AREA SHALI_ BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. MEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL Seeding 0 V N ON/ HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG -800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. WITHOUT NOTIFYING THE UNDERGROUND IT IS AGAINST THE LAW TO EXCAVATE LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Wood Fiber Hydromulcher: Apply wood fiber at at rate of 1 ton/acre. Apply with a hydromulcher with tacking agent used according to manufacturees recornmentations. Erosion Control Blanket: See details and specifications this sheet. MULCHING REQUIREMENTS SCALE: NONE 20' INLET LIMIT OF TEMPORARY SUMP-' PLAN PERMANENT 10, 10, Fl SH GRADE INLET PROFILE __ PORARY SUMP GRADE NOTE' TEMPORARY SILTATION SUMPS SHALL BE USED IN ALL AREAS AS SHOWN ON THIS PLAN UNTIL THE PAVEMENT IS PLACED. AT THAT TIME, SAND BAGS SHALL BE UTILIZED. TENIRORARY SILTAWN SUMP DETAIL SCALE: NONE A LAN 11 LINE _r \-DITCH FLOW B PLAN \AEW 2.1 SLOPE ONE FOOT THICK STONE FACE OF No 5 STONE FLOOD POOL WEIR ELEVATION 10" D50 QMIN [DEPRESSION RIP RAP 2.1 SLOPE 111 APRON FLOW /5 MIN. ;6111 chlo!larn Weir Devaum SUB -GR ADE ELEVATION 1 745.0 2 POLYFELT TS650 OR EQUAL UNDER STONE SECION A -A STONE CHECK DAM SCALE: NONE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE Seedbed Preparation INSTALLATION SEQUENCE LINE INSIDE OF SILT FENCE Contractor shall apply 4' of topsoil o%wer all areas to receive seed. EVENTS AND AS NEEDED EVENTS AND AS NEEDED EVENTS AND AS NEEDED EVENTS AND AS NEEDED EVENTS AND AS NEEDED WITH HOG PANEL WIRE OR F6 Apply lime to raise the PH to the level needed for towns being sailed. In lawn areas, apply 14 pounds of 12-12-12 analysis fertilizer (or equivalent) STORMWATER POLLUTION x 6 10/10 W.W.F. ON ALL pser 1000 sq. It. (approximately 600 pounds per acre) or fertilize according to INLET PROTECTION SEED. SOD & LANDSCAPE AROUND WEEKLY, AFTER STORM WATER AS NEEDED test. Application of 150 lbs. of ammonium nitrate on areas low In organic AFTER EACH INLET IS PLACED AFTER FINISHED GRADING AROUND FINISHED UNITS FOUR SIDES. matter and fertility will greatly enhance vegetative growth. Do NOT apply 60111 Pq ammendments to areas slated to receive native seed. Work the fertilizer and lime into the soll to a depth of 2-3 Inches CROSSBARS I NJI I N/A BEEHIVE INLET OR ii; with a harrow, disk or rake operated across the slope as much as possible. o DRAINAGE COVER Seeding Species Seeding Rate Suitable PH Site Suitability lba/acre Ib91I000 well C) C.3 sq. ft. Droughty Drained Wet E-4' W E- - - - - - - Temp. Seed for Areas Remaining Idle for more than I Yr.) E - Perennial Ryagross 30 0.4 5.6-7.0 2 Tall Fescue 30 0.7 24" CC) Temp. Seed for Areas Remaining Idle for low than 1 yr. but more than 2 weeks.) 2. Wheat or rye 150 3.5 f between 8/15 and 10/30) 154 LO Z*_ 3. Spring Onto 150 3.5 �111` between 3/1 and 5/15) 1-4 -4 cc I and 9/1) 4. Annual Ryagrass 60 1.4 f between 4/1 V -I LATHS Vegetated Swale BMP Mixture 5. Turf Type Tall Fescue 260 6.0 5.5-7.5 1 1 2 Kentucky Bluegrass 50 1.2 SILT FENCE MATERIA SILT FENCE EXTENDS Creeping Bent Grass 50 1.2 6" BELOW FINISHED GRADE Lawns and High Maintenance Areas (Mulch Required) 6. Turf Type Tall Fescue 350 7.0 5.5-7.5 Kentucky Bluegrass 20 0.5 - - - - - - - - - NOTE: "* Apply mulch with all seed mixtures as recommended below unless erosion control 1. SEE SILT FENCE DETAIL blanket Is specified on plan FOR 2. SILT MATERIAL SPECIFICATIONS. FENCE SHALL BE PERMANENT SEED MIXTURES PREASSEMBLED BY SUPPLIER. SCALE: NONE BEEHIVE INLET PROTECTION SCALE: NONE MIRAF1 ENVIROFENCE OR EQUAL (36' WIDE) BACKFILL & COMPACT FLOW 6' MIN. FLAP LAID FLAT ON GROUND 1.25A.25'06' WOOD STAKE STONE RIP RAP IF REQUIRED TO PREVENT EROSION -7 36* NOTE. SILT FENCE TO BE INSTAI I M AFTER PIPE OUTLETS ARE INSTALLED D SILT FENCE INSTALLATION REINFORCE DETAIL. NOT TO SCALE 6' HIGH, It AIDE GEOTECTILE FARC FILM ", No.2 STOINE (FAM-NUITED 3NW SILT FENCE FABRIC OR AMVED EQUAL) 09 FOOT OVERLAF` ONTO THE CURB Wheat or Rye Oats Annual Ryegross 0 Temporary Seeding and Stablization Dates PAYSIM �7� PAVENSIT PAVOIENT C WK It WE GEOWU FAM FUM WIN NQ2 STONE. (FAMC-WTEC " SILT FENCE FABRIC OR AAM%�M EMWA() PAVED AREA INLU SMIMENT BARRIER NO SCALE SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2* X 2" hardwood 36" tall with 24* tall loth stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. FabricWeight ........................................................... 4 oz/syd GrabStrength .......................................................... Warp 125 lbs. Elongation................................................................ Warp 50 X Trapezoidal Tear Strength ....................................... 50 lbs. Burst Strength ......................................................... 200 psi LIVResistance .......................................................... > 70 % A.O.S ......................................................................... 50-80 Slurrynow Rate ........................... ........................... 225 gpm/sq. ft SedimentRetention ................................................. 75 % Stakes 0 5' O.C. Silt Fence Material Fence Post Ground Surface SIGN TO INDICATE THE .w'LOCATION OF THE CONCRETE WASHOUTAREA Fence Post Should4' ence Material Should be Buried 1' Below be Buried 6* Below Ground Ground Surface Surface. SILT FENCE DETAIL BERM AROUND PERIMETER 12" MIN 12' NTS GROUND SURFACE COMPACTED EMBANKMENT 3:1 OR FLATTER MATERIAL TYP. 15'x15' MIN OR SIDE SLOPES AS REQUIRED TO CONTAIN WASTE CONCRETE -0 Do NOTES: 1. CONCRETE WASHOUT AREA SHALI_ BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. MEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL Seeding 0 V N ON/ HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG -800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. WITHOUT NOTIFYING THE UNDERGROUND IT IS AGAINST THE LAW TO EXCAVATE LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Wood Fiber Hydromulcher: Apply wood fiber at at rate of 1 ton/acre. Apply with a hydromulcher with tacking agent used according to manufacturees recornmentations. Erosion Control Blanket: See details and specifications this sheet. MULCHING REQUIREMENTS SCALE: NONE 20' INLET LIMIT OF TEMPORARY SUMP-' PLAN PERMANENT 10, 10, Fl SH GRADE INLET PROFILE __ PORARY SUMP GRADE NOTE' TEMPORARY SILTATION SUMPS SHALL BE USED IN ALL AREAS AS SHOWN ON THIS PLAN UNTIL THE PAVEMENT IS PLACED. AT THAT TIME, SAND BAGS SHALL BE UTILIZED. TENIRORARY SILTAWN SUMP DETAIL SCALE: NONE A LAN 11 LINE _r \-DITCH FLOW B PLAN \AEW 2.1 SLOPE ONE FOOT THICK STONE FACE OF No 5 STONE FLOOD POOL WEIR ELEVATION 10" D50 QMIN [DEPRESSION RIP RAP 2.1 SLOPE 111 APRON FLOW /5 MIN. ;6111 chlo!larn Weir Devaum SUB -GR ADE ELEVATION 1 745.0 2 POLYFELT TS650 OR EQUAL UNDER STONE SECION A -A STONE CHECK DAM SCALE: NONE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS STONE ENTRANCE SILT FENCE EXISTING INLET PROTECTION TREE PROTECTION TEMPORARY DIVERSIONS TEMPORARY SEEDING PERMANENT SEEDING EROSION CONTROL MATTING AS NEEDED AS NEEDED WEEKLY, AFTER STORM WEEKLY, AFTER STORM WEEKLY, AFTER STORM WEEKLY, AFTER STORM WATER AS NEEDED WATER AS NEEDED WEEKLY AFTER STORM EVENTS AND AS NEEDED EVENTS AND AS NEEDED EVENTS AND AS NEEDED EVENTS AND AS NEEDED EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARI NG AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING ALUNU WITH ROUGH GRADING AI1ER ROUGH GRADING AFTER FINISH GRADING AFTER FINISH GRA DING SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS - INLET PROTECTION SEED. SOD & LANDSCAPE AROUND WEEKLY, AFTER STORM WATER AS NEEDED EVENTS AND AS NEEDED. AFTER EACH INLET IS PLACED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED Pq C�2 cr:) CD REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE I NJI I N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED _A_F_TER ALL AREAS DRAINING TO THE -SE -AREAS ARE STABILIZED C:) V) 00 K R 0 0§ ..... . ti?:: No. LA20700037 i STATE OF ....... 4 P E DATE 0t.?0j.T4tC1 TH S DRAINING AND THE`IDEAS, DESIGNS AND CONCVPTS CONTAINED HEREIN ARE THE EXCLUSIVE NTELLEC71JAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2007) hnei er THE SCHNEIDER CORPORA"flON 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.: 0 Z DRAWN BY: CHECKED BY - is MK SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAINING FILES: T.\4k\4377\003\dwgs Phase ll\LB05-L807.dwg ER F-.\TSC-LDT4\cis-stnd\SheetNotes\TiUel.dwg XRER T-\4k\4377\003\dwgs\AREA-SOiLS-MAP.dwg E- SHEET NO.: Pq C�2 cr:) CD I:L, C) C.3 E-4' W E- E - CC) 154 LO Z*_ 1-4 -4 cc V -I DATE: PROJECT NO.: 0 4377.003 DRAWN BY: CHECKED BY - is MK SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAINING FILES: T.\4k\4377\003\dwgs Phase ll\LB05-L807.dwg ER F-.\TSC-LDT4\cis-stnd\SheetNotes\TiUel.dwg XRER T-\4k\4377\003\dwgs\AREA-SOiLS-MAP.dwg XRER F-\TSC-LDT6\Blocks\SEAL-LA-MRK.dwg SHEET NO.: STORMWATER POLLU110N PREVEN11ON PLAN INDEX Al Plan Index provided below &Z 11'07' Exhibit denoting project boundaries and streets is provided separately. Q. Project Typm Public Park for the Carmel Clay Board of Pailks and Recreation. a Vicinity Map: Denoted on Sheet CO.0 A5 Legal Description of Project Site: See attached Site Plan Sheet CIA LATITUDE- 39' 57' 30' N LONGITUDE- 86' 04' 28' W & Location of all proposed site improvements: See sheet C1.0 to C2.2. AZ_ 14 Digit Hydrologic Unit Code: 05120201090030 Aft State or Federal water quality permits: None AD Specific points where stormwater discharge will leave the site: Runoff will leave the site via an outlet pipe in the southwest comer of the existing take, see Site Utility Plan Sheet C3.0 -C3.1 for more detail. AJQ Location of all wetlancl% lakes & water courses on and adjacent to site: Alt Receiving Waters: White River I LZ Identification of potential discharges to groundwater Micropool Basins can be a potential source of discharge to groundwater. 0 100 Year Floodplains. Roadways andnood Fringes: None Known Ali Pre -Construction and Post Construction Peak Discharge: 10 yew Pre-Constructlorr Peak Discharge = 4.79 CFS 10 year Post Construction Peak Discharge = 4.72 CFS Ali Adjacent Land Use (See Stormwater Pollution Prevention Plan Sheet 4.0 for more information): North: Residential South: Commercial East ResdenUd West- Residential AM Locations and approximate boundaries of all disturbed areas: See Sheet C4.0 for locatkins. AIZ Identification of existing vegetative cover See Stormwater Pollution Prevention Plan Sheet C4.0. M Soils Map inducting descriptions and limitations: See sheet C8.1 for Nis map, descriptions and limitations. All Locations, size and dimensions of proposed stormwater systems: See Site Utifty Plan Sheet C3.0 -C3.2 for proposed storm sewer system. A2Q Locations, size and dimensions of any proposed off-site construction activities associated with this project: (None). a Locations of Sol Stockpiles: See Stormwater Pollution Prevention Plan Sheet 04.0 for soil stockpile location(s). AU ExIsUng site topography See Existing Condtions Plans 131.0-01.1 for existing site topography. A2,1 Proposed find topography See Site Grading Plan Sheet C2.0 thru C2.2 for proposed site grading and drainage pattern& al Description of potential pollutants sources associated with the construction activities: Sit end sediment from exposed sols, team mulch, vehicular sources such m looking fuel or of, broke fluid, brake dust trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. DZ Sequencing of stormwater quality Implementatim relative to land disturbance actlAtles: This plan has been created In an effort to eliminate sediment from leaving the project site during construction protecting the adjoining properties and the White River Watershed. A majority of the 37.5 -acre site drains to the existing lake in the southwest comer of the property. The White River Is the receiving water body for this Lake. An exception to this Is three acres around the perimeter of the property which drain to their respective property lines before reaching the White River. 97E SPECIFIC CONSTRUCTION ACTIVITIES AND SEQUENCING: See Sheets C4.0, MO and C6.0 for site specific construction sequences for various construction phases. Ba Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheets C5.0-05.1 for locations of stormwater outlet control measures and Sheets C&7 for construction details and specifications. W Grade stabilization structure locations and specifications: See Sheet C6.0 and Sheet C8.3 for specifit:ations. 02 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheets C4.0 thru 06.0 for locations of various stormwater quality measures and Sheets C8.1 -M3 for construction details and specifications. kU Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C4.0 for locations of temporary surface stablEzotlon measures and Sheets C111. WZ Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C5.0 thru C5.1 for locations of permanent surface stabilization measures and Sheets C8.1 for construction details and specifications. OU Material handing and spill prevention plarr: PUMM The intention of this Spill Prevention, Control and Countermeasures (SPOC) Is to establish the procedures and equipment required to prevent the discharge of of and hazardous substances in quantities that violate applicable water quality standarcls, 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 (Le., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or In any form, Including but not limited to sediment, point cleaning agents, concrete washout pestickies, nutrients, trash, hydraulic flulds, fuel, of, petroleum, fuel oil, sludge, of refuse, and a] mixed with wastes other than dredged soft. DIschmge. Includes but Is not limited to, any spilling, leaking, pumping, pouring emitting, emptying, or dumping. No�dgoble Waters: Means all waters of the United States that are connected with a navigable strearn, 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 stireaml Plan Review and Amenclementin. 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 White River 2. Drainage System: A majority of the 37.5 -acre site drains to the existing lake in the southwest comer of the property. The White River Is the receiving water body for this Lake. An exception to this is three acres around the perimeter of the property which drain to their respective property lines before reaching the White Rim. 2. Possible Spill Sources (During and post constructiony Vehicular sources such as leaking fuel or oil, broke fluld, grease, antifreeze; construction trash and debrL% biological agents found in trosh and debris, fertilizers, household Hems inducting but not limited to cleaning agents, chemicals, paint, herbicides and pesticide& 3. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it Is felt that there is little or no possibility of post construction groundwater contamination. Alert Procedures for 5illifs; 1. Any personnel observing a spill will immediately instigate the fdlowlng procedure: a.) Dialing V from any telephone. b.) Notify the appropriate emergency personnel. Z The Emergency Coordinator will then take the following actions: a.) Barricade the am 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 BOD -424-8802 and provide the following Information: - Time of observation of the spill - Location of the spill - Identity of materld spilled - Probable source of the spill - Probable the 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 Deparlanent Phone: 9-1-1 a.) 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. 00 00 r� 2) CAI -#- (DI :3 M =3 (a 5 CD CID =. =3 (a N) --L C12gnuR 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 dem-up operaUons. In addition, a Continually updated list of available absorbent materials and dam -up supplies should be kept on sit& 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 now Information on the prevention of spills and / or necessary alterations to this plan. & 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 departrnents. 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. Rushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management WA Monitoring and maintenance guidelines for pollution prevention measures: Stone Check Dam Maintenance Rairments 1. Inspect stone check dams after each storm event and promptly remove any sedirnent deposits to insure adequate storage volume for the next rain, taking care not to undermine the check dams. 2. Inspect periodkxAly for deterioration or damage from Construction activities and repair Immediately. 3. After the Contributing drainage area has been stabilized, remove Oil check dams and sediment deposits, bring the disturbed area to grade and stabilize 1 Sit Fence Maintenance R20kynents 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 les lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during clemout 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize It TannR= Sedliment I= Maintenance R=kements 1. Inspect temporary sediment traps after each storm event and Immediately repair any erosion and piping holes. Z Remove sediment when it has accumulated to one-half the design depth. 3. Replace outlet check darn gravel facing when dogged. 4. Inspect vegetation and re -seed If necessary. & Check the outlet check dam spillway weir elevation periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled basin embankment to highest point of the spillway weir and fill any low areas to maintain dested elevation. 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway are above design grode. 7. After all disturbed contributing areas have been stabilized, excavate accumulated sediment regrocle micropool basin, Install topsoil and plant as shown on sheet C6.0. Geotextile Fabric EN Curb Inlet Barrier Maintenance ftirements 1. Inspect Inlet protection bags frequently for damage by vehicular traffic or construction activities and repair if necessary. Z Inspect after each storm event 3. Remove sedliment, without flushing, when It collects at the Inlet 4. Deposit removed sediment where it will not enter storm sewer drains. 5. After the contributing drainage area has been stabilized, remove the fabric bag inlet protectim and sediment deposits. Gravel Bgg Curb Inlet Banter Maintenance Rairements 1. Inspect inlet protection frequently for damage by vehicular traffic or construction activities and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flushing, when It reaches half the gelght of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drailins. Erosion Control Blanket (Surface ApWled) Maintenance Rniraments 1. During vegetative establishment inspect after each storm event for any erosion below the blanket Z If any area(s) shows arosim, 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. Tempo= Gravel Construction Entrance Maintenance RoWlinements 1. Inspect entrance pod and sedlinient disposal area weekly and after storm events or heavy use. Z Reshape as needed for drainage and runoff control. 3. Top dress with dean stone as needed. 4. Immediately remove mud and sediment traded or washed onto streets by brushing or sweeping. Rushing should only be used If the water Is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. a Erosion & sediment control specifications for individual building lots: Not applicable. U Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed solls, leaves, mulch, vehicular sources such as leaking fuel or of, brake fluid, broke dust grease, antifireeze, metals, rubber fragments, mad A solts and sands, construction trash and debris, fertilizers, household Items including but not lirnited to cleaning agent% chemicalsi point miscellaneous home Improvement materials, toys, clothing and animal waste, elevated storm runoff temperaturesi acid rain pesticides and pathogens. M Sequence describing stormwater quality measure implementatim: 1. Inspect and maintain oil 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 stone check 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 Post Construction Micropool BMP areas and plantings be placed after final grading and sufficient vegetative growth has been established to a point where sediment/pollutants from the contributing waterwhed will not escessively prevent adequate vegetatio establishment in the BMP's. 4. Inspection and maintenance of all infrastructure improvements is the responsibility of the contractor until improvements are accepted for maintenance by the Carmel Clay Board of Parks and Recreation. Q Description of proposed post construction stormwater quality measures: Ste and facility des* for stormwater quality protection on this site employs a muIU-Ievel strategy consisting of 1. Reducing or elkninating post -project runoff. 2. CDntrdling sources of pollutant& 3. And treating contaminated stormwater runoff before discharging It into the storm sewer system or receiving waters. Stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) on this site Include a. Micropool Basins b. Reducing Runoff or Direct runoff from impervious areas c. Vegetated swales d. Permanent erosion control seeding and plantings a. Outlet protection & velocity dissipation devices f. 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. GJ Location, dimenflons, specifications and construction details of stormwater qucdity measures: See Stormwoter Pollution Prevention Plan Sheet 06.0 for locations of permanent stormwater quality measures and Sheets M3 for construction details and specification& U Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION VEHICLE & EQUIPMENT MAINTENANCE Descrililtion and 1�nose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and dean 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 looks and spite, and containing and cleaning up spills Immediately, Suitable AWlications These procedures are suitable on Oil constructicn projects where on onsite yard area is necessary for storage and maintenance of heayy 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 flulds, and outdoor equipment storage and parking (engine fluid leaks). ImWernantation If maintenance must occur onsit% use designated areas, located away from drainage course& Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 it from downstream drainage facilities and watercourses. Drip pans or absorbent pods 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 areo. Place a stockpile of spill cleanup materials Aare it will be readily accessible. All fueling trucks and fueling areas are required to have spin kits and/or use other spill protection clovicm I Use adsorbent materials on small spill& Remove the absorbent materials promptly and divose of property. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment dean; do not allow excessive buld-up of of and grease. Segregate and recycle wastes, such as greases, used oil or on 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 procedure& 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 kite for more than 1 hour. Property dispose of used of&, fluids, lubricants, and spill cleanup material& Do not place used of in a dumpster or pour into a storm drain or watercourse. Property dispose of or recycle used botteries. Do not bury used tires. Repair leaks of fluids and of Immediately. Usted below is further information if you must perform vehicle or equipment maintenance onsite. InMztlon and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated acUvltie& While activities associated with the BMP are under way, Inspect weekly to ver* 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 vehide(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 FUFIING Djadptlon and PuMM 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 focintles, fueling in designated areas only, enclosing or covering stored fuel, irriplementing 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 offsRe for fueling. Sending vehicles and equipment offsite should be done In conjunction with a Stabilized Construction Entrance/ Exit ImWernentation Use oftsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills property. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage 'topping -off* of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of propedy after use. Drip pans or absorbent pods should be used during vehicle and equipment fueling, unless the fueling Is performed over an Impermeable surface In a dedicated fueling crea. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of property. 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 procedure& Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 It away from downstream drainage facilities and watercourse& 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 shut to control 4s. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. ln=tion and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immecriately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. materials. Immediately dean up spills and property dispose of contaminated son and cleanup SOLID WASTE MANAGEMENT DIEttion 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 crisposal, and training employees and subcontractor& Suitable AMications This BMIP 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, plasUr, glass pieces and masonry products Domestic wastes including food containers such as beverage cons, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes Including brick, mort,ir, Umber, steel and metal scraps, pipe and electrical cuttings, non hazardous equipment part% Styrofoom and other materials send transport and package construction materials ImRfernentation The following steps will help keep a dean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash -hauling contractors that you will accept only watertight dumpstem for onsite use. Inspect dumpsters for leaks and repair any clumpster that is not watertight. Provide an adequate numbs., of Containers with rids or covers that Can be placed over the container to keep rain out or to prevent loss of wastes when It Is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. � . Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to Collect litter. Make sure that toxic liquid wastes (used of% solvents, and paints) and chemicals (acids. pesticides, ackliltives, 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, St2= and Dkp2W Uttering on the project site should be prohibited. To prevent dogging of the storm drainage system, litter and debris removal from drainage grates, trash rocks, and ditch lines should be a priority. Trash receptacles should be provided in the contractoes yard, field trailer areas, and at locations where workers congregate for lunch and break perlods. Utter from work areas within the construction limits of the project site should be collected and faced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public� or others. Collected litter and clebrim 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 clumpsters 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 ordedy manner. Stormwater run-on 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 poncling. Inapection 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 BMIP Implementation. Inspect BMPs subject to non-stormwater discharge daily while non-stormwater discharges occur Inspect construction waste am regularly. Arrange for regular waste collection. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as hauding of concrete waste and washout) with the reody-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 offs1te 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. a Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. 0 Wash out ,vastes 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. kND PUMPING OPERATIONS tion and PurRose Dewatedig 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. 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 precipitcUon(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point A variety of methods can be used to treat water during clawatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present In the sedknent 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. . vity Bag Filter I Description: A gravity bag Star, also referred to as a dewatering bag, Is a square or rectangular bag mode of non -woven gecitextile fabric that collects sand, sit and fines. Appropriate Applications: Effective for the removal of sedirrients (gravel, sand, and silt). Some metals (we removed v(ft the sediment. Implementation: Water is pumped into one side of the bog 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 bog. Maintenance: Inspection of the flow conditions, bag Condition, bag capacity, and the secondary barrier Is required. Replace the bog when it no longer filters sediment or possm 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: Date of Inspection: Is this Evaluation followina a rainfall -Yes -No If ves. date the rain StODDed: Inchas No. PROBLEM or CONCERN YES NO N/A 1. Is the site information posted at the entrance? 2. Are all necessary permits attained and special provisions being implemented? . 3. Is a construction entrance installed? Is it effective? Is it enough 4. I Public and private streets are clean? 5. Are aDDropriate practices installed where stormwater leaves the site? 1 6. Silt fence is entrenLhed into the ground? 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to tom? �e - Terminated to higher ground? Property ioined at ends? 8. Sediment basins and traps are installed according to the plan? The pipe or rock spillway is functional? 9. I The earthwork for erosion and sediment control practices is properly -graded I 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? 12. Inlet protection is installed on all functional inlets? (not filter fabric under grate) 13. Inlet protection is installed so water does not flow under it? 14. . The frame, cross -bracing and/or stakes are adequate and meet specifications? . . 15. The fabric, straw, mulch and/or stone is intact without holes or tears? 1 16. Catch basin insert protection is installed where required? 1 17. Sediment has been removed from the practice? 1 18. Swoles and ditches have been stabilized or protected? I - 19. Stormwater outlets are adequately stabilized? , I . 20. Temporary stabilization of distributed ground has been addressed? 21. - Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. , Growing vegetation has sufficient water and/or nutrients to grow? 24. Permanent stabilization of disturbed ground is progressing through the pro�ect? 25, Final grading and stabilization is progressing on completed areas? 26. The soil has been properly prepared for seeding? 27. Hard or soft armoring is installed where natural vegetation will erode? 28. , Water pumping operations have a protected outlet and discharge water is clear? 29. - A designated washout is established for concrete trucks? 30. - - A dumpster is onsite for trash disposal? 1 31. Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are complying with the overall plan? 1 33.1 = 1-4 -4 1 34 1 ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED NTH A CORRECTIVE ACTION Identify the problem by number and/or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Date: Date: Report Submitted by. -Date: Ci = 2 (n 5: W ��_ %', '%I,.- F /Z ,,\,\\�` ?, K R OS ,',/'//,,, NN I "" � � , * ......... V, *%' !� Z, - *... s * , � A- .' ..--61ST " V11" 30 '� . 'r, . _�_, " . ��_ 0i Q -, , lq_w '0* .. % I,_ , � � :.: No. .-. It . : = = ; = = : ! = . - - . LA20700037 -:: �, . C, - . �__ t_ T I Elr_ �,. STA X .. , 3-C - :k .... . � . �4�-) :0 � N M � . :,§. 1"V" ./IVDI ' . ,0 . . ...... . '- , 1/// .,/,,,z 4PE 11111il"1111111111111% F` No I 111!!!!!� �110 . - DATE. 01TO woo if TH S DRAWING AND THIDEAS, DESIGNS AND I( CONC&TS 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. I @ COPYRIGHTED BY THE SCHNEIDER CORP. (2007 J . f4lb .%hneider Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering gineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: >__1 09-23-10 I Z . CHECKED BY - _<11 MK CD PREVENnON DETAU �=_ XREF- F-.\TSC-LDT4\cis-stnd\SheetNotes\Titel.dwg 0-4 &_4 :4 XREF- F-.\TSC-LDT6\Blocks\SEAL-LA-MRK.dwg SHEET NO.: �e P4 = CQ Z5 ��4 = !::� C) W = cp 14" f24 f:L, .:e -01 I _<:11 a., .4 Q � 9 I._4 �_4 � e� .-T � M �4 R 4 P, !4 = W = 1-1 P-4 C:1 6 = II -4 �� Q� = e� &-;, W M = �� P4 d E- 17) �:D L. -Q M = &-4 CD PE -1 -:::4 �:� �� 1 = 1-4 -4 C) r1i "0:11 L_ 1.4 W __4 -I ',!� �:4 Q0 e�. I V-11 V .... 11 U I I 11 DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY - is MK SHEET TITLE: PREVENnON DETAU DRAWING TS: . 7 7 003\dwgs Phase ll\LB05-L807.dwg XREF- F-.\TSC-LDT4\cis-stnd\SheetNotes\Titel.dwg XRER T.\4k\4377\003\dwgs\AREA-SOLS-MAP.dwg XREF- F-.\TSC-LDT6\Blocks\SEAL-LA-MRK.dwg SHEET NO.: IL806 . I co 00 Cn N M cn CD CD M (Q N O a CA M 0 V) 5 w KRp............S %,,,,� R sCy% No. LA20700037 STATE OF V PE A -A DATE: 9 . Za.. ftto 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. 11 V COPYRIGHTED BY THE SCHNEIDER CORP.(2007A' f ql 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: r 09-23-10 Z DRAWN BY: CHECKED BY- JS MK O STORMWATER QUALITY DETAILS & SPECIFICATIONS DRAWING FILES: :\4k\4377\003\dwgs Phase 11\L805-L807.dwg EF: F: \TSC-LDT4\cis-stnd\SheetNotes\Titlel.dwg W C\2 SHEET NO.: 1207 co z W a W � w' Z : W N O �w W U W DATE: PROJECT NO.: 09-23-10 4377.003 DRAWN BY: CHECKED BY- JS MK SHEET TITLE: STORMWATER QUALITY DETAILS & SPECIFICATIONS DRAWING FILES: :\4k\4377\003\dwgs Phase 11\L805-L807.dwg EF: F: \TSC-LDT4\cis-stnd\SheetNotes\Titlel.dwg EF T:\4k\4377\003\dwgs\AREA-SOILS-MAP.dwg ER F:\TSC-LDT6\Blocks\SEAL-LA-MRK.dwg SHEET NO.: 1207 N A N FINISH SCHEDULE KEY SEAL - SEALED CONCRETE PNT - PAINT STAIN - TRANSPARENT STAIN GYP BD - GYPSUM BOARD (EXTERIOR SHEATHING) EXTERIOR WOOD ROOF DECKING TO BE STAINED - SEE SPECIFICATION SECTION 09931 ALL EXPOSED STRUCTURAL AND MISC. STEEL TO BE PAINTED WITH NIGH -PERFORMANCE COATING - SEE SPECIFICATION SECTION Ogg60 GE ER L FINISP SCPEDULE I. GENERAL CONTRACTOR SHALL BE PARTITION TYPES: RESPONSIBLE FOR THE SCOPE OF WORK TO A. DIMENSIONS ARE FROM FACE OF G.M.U. OR NO. NAME FLOOR BASE WALLS STRUCTURE ABOVE, UNLESS OTHERWISE NOTED. J. IT WILL BE THE CONTRACTORS GLG. GENERAL FINISH NOTES NORTH SOUTH EAST WEST NGT. MAT. FINISH. 101 MENS RESTROOM SEAL -- PNT PNT PNT PNT 10-10" GYP BD PNT 102 WOMENS RESTROOM SEAL -- PNT PNT PNT PNT 1 10-10" GYP BD PNT 103 JANITORS CLOSET SEAL -- PNT PNT PNT PNT 10-10" GYP BD PNT 104 PAVILION SEAL I -- -- 10'-1011 IWD DECK STAIN STL STRUCTURE - PAINTED 105 STORAGE SEAL -- PNT PNT I PNT PNT 10'-1011 1GYP BD PNT N A N FINISH SCHEDULE KEY SEAL - SEALED CONCRETE PNT - PAINT STAIN - TRANSPARENT STAIN GYP BD - GYPSUM BOARD (EXTERIOR SHEATHING) EXTERIOR WOOD ROOF DECKING TO BE STAINED - SEE SPECIFICATION SECTION 09931 ALL EXPOSED STRUCTURAL AND MISC. STEEL TO BE PAINTED WITH NIGH -PERFORMANCE COATING - SEE SPECIFICATION SECTION Ogg60 GE ER L OT ES I. GENERAL CONTRACTOR SHALL BE PARTITION TYPES: RESPONSIBLE FOR THE SCOPE OF WORK TO A. DIMENSIONS ARE FROM FACE OF G.M.U. OR COMPLETE THIS PROJECT INCLUDING NOTE: EXTEND ALL PARTITIONS FROM FLOOR TO COORINATION OF ALL FORCES FROM THE STEEL STRUCTURE. G.C.'S OWN FORCES t THE SUB -CONTRACTOR. STRUCTURE ABOVE, UNLESS OTHERWISE NOTED. J. IT WILL BE THE CONTRACTORS B. ALL WOOD BLOCKING OR PLATES SHALL BE RESPONSIBILITY TO PATCH ALL FLOORS AND Oj INTERIOR PARTITIONS WHERE MECHANICAL TOP AT 28-3/4" A.F.F. DUCTS, ELECTRICAL CONDUITS, OR PLUMBING BOBRICK - 5-3888 PRESSURE TREATED LUMBER. V LU El 4" STONE VENEER WITH AIR SPACE TO 48" AFF, MASONRY WALLS GREATER THAN 24" AND BOBRICK - #5-353 LESS TWAN 6'-0" TO RECEIVE PRECAST C. THESE DOCUMENTS INDICATE THE GENERAL LINTEL. TOP AT 67' A.F.F. CAST STONE CAP, AND BRICK VENEER ABOVE OVER =� ARE INTENDED TO COORDINATE AND AGREE. SCOPE OF THE WORK ONLY t DO NOT SHOW WHEN A DISCREPANCY OCCURS PLEASE 8 CMU BLOCK WALL. HEIGHT FROM FLOOR TO = SOBRICK - #5-4063 IMMEDIATELY. ALL ITEMS REQUIRED TO COMPLETE THE BOTTOM AT UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTAL 5-165-2430 42' A.F.F. NOTE: EXTERIOR PHOTOPOIYMER SOLID POLYMER FLOOR MOUNTED TOILET PARTITIONS 8 ANCHORED W/ SILICONE WORK. TYPE A TYPE TRUSS TYPE REINFORCEMENT 16" O.C. INSULATE V 8" 8n 72" A.F.F. 10 KOALA KARE HORIZONTAL WALL-MTED. BABY CHANGING FRONT EDGE OF OPEN STATION; K51010-00 CREAM UNIT AT 33' A.F.F. CORES OF CMU. SEE BUILDING SECTIONS FOR D. ALL WORK SHALL BE PREFORMED IN STRICT ADDITIONAL INFORMATION COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES. 6' CMU BLOCK WALL. HEIGHT FROM FLOOR TO E. VERIFY ALL EXISTING CONDITIONS BEFORE El UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTALLo BEGINNING WORK. NOTIFY ARCHITECT OF TRUSS TYPE REINFORCEMENT 16" O.C. Lo ANY DISCREPANICES IMMEDIATELY. F. CONTRACTOR TO PROVIDE t INSTALL MISC. 8" CMU BLOCK WALL. HEIGHT FROM FLOOR TO BLOCKING REQUIRED FOR WALL -MOUNTED ID UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTAL ao SHELVING, EQUIPMENT OR ACCESSORIES. TRUSS TYPE REINFORCEMENT 16" O.C. FILL CORES Lo G. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, WITH INSULATION. r 4 PLUMBING DWGS. FOR ADDITIONAL WORK H. ALL DOORS, SIGNAGE, RESTROOM HARDWARE FRI 6' CMU BLOCK WALL. HEIGHT - 0-0' ABOVE FLOOR. PROVIDE HORIZONTAL TRUSS TYPE REINFORCEMENT 4 FIXTURES SMALL BE IN COMPLIANCE WITH 16" O.C. AND BOND BEAM - SEE WALL SECTION Ln TME INDIANA HANDICAPPED ACCESSIBILITY 5/A302 Ln CODE � TME AMERICANS WITH DISABILITIES M ACT. m WOMEW:-Z BRAILLE I. GENERAL CONTRACTOR SHALL BE MEN RESPONSIBLE FOR THE SCOPE OF WORK TO BRAILLE COMPLETE THIS PROJECT INCLUDING COORINATION OF ALL FORCES FROM THE �2 G.C.'S OWN FORCES t THE SUB -CONTRACTOR. _ J. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO PATCH ALL FLOORS AND Oj INTERIOR PARTITIONS WHERE MECHANICAL TOP AT 28-3/4" A.F.F. DUCTS, ELECTRICAL CONDUITS, OR PLUMBING BOBRICK - 5-3888 PIPES WAVE BEEN REMOVED. V LU K. ALL NEW OPENINGS IN NON -LOADING BEARING TOP AT 31" A.F.F. MASONRY WALLS GREATER THAN 24" AND BOBRICK - #5-353 LESS TWAN 6'-0" TO RECEIVE PRECAST �V LINTEL. TOP AT 67' A.F.F. L. CONTRACT DRAWINGS AND SPECIFICATIONS 505RICK - #B-3844 ARE INTENDED TO COORDINATE AND AGREE. 0 WHEN A DISCREPANCY OCCURS PLEASE TOP AT 4q" A.F.F. CONTACT TWE ARCHITECT IN WRITING SOBRICK - #5-4063 IMMEDIATELY. M. SEE PLUMBING DRAWINGS FOR PLUMBING BOTTOM AT FIXTURES. 5-165-2430 42' A.F.F. NOTE: EXTERIOR PHOTOPOIYMER SOLID POLYMER FLOOR MOUNTED TOILET PARTITIONS 8 ANCHORED W/ SILICONE TYPE A TYPE 8 V 8" 8n 72" A.F.F. 10 PLAN NOTES FIRE EXTINGUISHER - SEE SPECIFICATIONS. 20 INSTALL SIGNAGE TYPE A. REFERENCE DETAIL 1/A101 AND SPECIFICATIONS. INSTALL SIGNAGE TYPE B. REFERENCE DETAIL 1/A101 AND SPECIFICATIONS. INSTALL SIGNAGE TYPE C. REFERENCE DETAIL 1/AI01 AND SPECIFICATIONS. M TAG m WOMEW:-Z BRAILLE MOUNTING MGT. MEN GRAB BAR, BOBRICK #5-6806 x 36" BRAILLE Q W PLAN NOTES FIRE EXTINGUISHER - SEE SPECIFICATIONS. 20 INSTALL SIGNAGE TYPE A. REFERENCE DETAIL 1/A101 AND SPECIFICATIONS. INSTALL SIGNAGE TYPE B. REFERENCE DETAIL 1/A101 AND SPECIFICATIONS. INSTALL SIGNAGE TYPE C. REFERENCE DETAIL 1/AI01 AND SPECIFICATIONS. SIGN SCHEDULE ROOM NAME QUANITY TYPE MEN I WOMEN 1 Sr�C TEXT: FUTURA HEAVY NOTE: 1/4" ZINC ANCHORED TYPE C - MEN S I M I LAR W/ HIDDEN FASTENERS 1-1/2' RAISED 5RONZETONE HORIZONTAL GRAIN LOWER CASE LETTERING 1-1/2' RAISED BRONZETONE HORIZONTAL GRAIN SILVERTONE MATTE FINISH SIGNAGE DETAILS 1 5CALE:3" = 1'-0' A101 _e 3- A301 TOILET ACCESSORIES SCHEDULE TAG m WOMEW:-Z BRAILLE MOUNTING MGT. SIGN SCHEDULE ROOM NAME QUANITY TYPE MEN I WOMEN 1 Sr�C TEXT: FUTURA HEAVY NOTE: 1/4" ZINC ANCHORED TYPE C - MEN S I M I LAR W/ HIDDEN FASTENERS 1-1/2' RAISED 5RONZETONE HORIZONTAL GRAIN LOWER CASE LETTERING 1-1/2' RAISED BRONZETONE HORIZONTAL GRAIN SILVERTONE MATTE FINISH SIGNAGE DETAILS 1 5CALE:3" = 1'-0' A101 _e 3- A301 TOILET ACCESSORIES SCHEDULE TAG DESCRIPTION MOUNTING MGT. 1 GRAB BAR, BOBRICK #5-6806 x 36" CEN. AT 33'-36" Q W A.F.F. �2 GRAB BAR, BOBRICK #5-6806 x 42" CEN. AT 33"-36" LU m A.F.F. 0 RECESSED TOILET PAPER DISPENSER, TOP AT 28-3/4" A.F.F. W Z BOBRICK - 5-3888 (VERIFY HEIGHT) V LU RECESSED SANITARY NAPKIN DISPOSAL UNIT, TOP AT 31" A.F.F. UJ BOBRICK - #5-353 �V RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TOP AT 67' A.F.F. UJ 505RICK - #B-3844 V 0 RECESSED SOAP DISPENSER TOP AT 4q" A.F.F. O = SOBRICK - #5-4063 BOBRICK FRAMED MIRROR BOTTOM AT < Ui 5-165-2430 42' A.F.F. V �r SOLID POLYMER FLOOR MOUNTED TOILET PARTITIONS 8 OVERHEAD BRACED BOBRICK MOP AND BROOM HOLDER 50TTOM AT V 5-223-24 72" A.F.F. 10 KOALA KARE HORIZONTAL WALL-MTED. BABY CHANGING FRONT EDGE OF OPEN STATION; K51010-00 CREAM UNIT AT 33' A.F.F. 1 1 2 A301 1 A302 013 OG 1029 R` 1 "" =n 20' 20'-3" 20'-2" 10'-1211 FOR EXTEN OF CONCRETE 01 WALK - SEE CIVIL DRAWINGS 0 I PAVILION 104 FOR EXTENT OF CONCRETE --__ _ WALK SEE CIVIL DRAWINGS 1 A301 FLOOR PLAN SCALE: 1/8' = 1'-0" ENLARGED RESTROOM PLANS SCALE: 1/4" = 1'-0' / 9 01, 14'_ pn 6" STORAGE 105 � 26'-1" 11'-0" 261- -61 1 CONCRETE WALK - SEE STRUCTURAL AND CIVIL DRAWINGS 1 RD] CONCRETE WALK - SEE STRUCTURAL AND CIVIL DRAWINGS U Q W J —AV LU m 0\%I111111111/// �GISTfJp�: +� � * NO. 4444 STATE OF THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART. WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) cl :�chneider INE 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 Q W —AV LU m W Z Q V LU n -A 1L�■ 0 Z a � <uQ-i �V LU O LU A- V >Q LU � H LU O = < Ui V �r LO ILLI Ll V � ELEVATION NOTES ®I STONE VENEER - SEE SPECS. 4 SECTIONS. Q2 BRICK VENEER - SEE SPECS. 4 SECTIONS. ®3 CAST STONE CAP - SEE DETAIL 3/A302 INSULATED HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE - PAINT. 05 STEEL COLUMNS - SEE STRL. DWGS. ®6 PRE -FINISHED METAL STANDING SEAM ROOF 0 INSULATED PRE - FINISHED METAL OVERHEAD DOOR SEE SCHEDULE 0 METAL LOUVER 12" X 16" - SEE SPECS. OMETAL "T" FASCIA -SEE 5TRL. DWG5. 4 SECTIONS - PAINT. 10 WOOD FASCIA - SEE SECTIONS - PAINT 11 WOOD TOUNGE 4 GROOVE DECKING - SEE SECTIONS - STAIN 12 STRL. BEAM - SEE STRL. DWGS. - PAINT 13 STONE VENEER SEAT WALL - SEE WALL SECTION AND STRUCTURAL DRAWINGS 00 00 i m CD M ca CD CD CQ Cb 124'-4" RIDGE 116'-4" _ qY RIDGE gjk 104'-0" NY TOP OF STONE VENE 100'-0" _ FINISH FL001 124'-4" RIDGE 116'-4" MY RIDGE 104'-0" TOP OF STONE ' 100'-0" IV FINISH I 124'-4" RIDGE 116'-4" RIDGE" 114 4 T,-002 4F LOU` 12 EAVE idik 107'-6" SAVE 100'-0" _ FINISH FLOOF EAST ELEVATION SCALE: 1/8" = I'-0" NORTH ELEVATIoN SCALE: 1/8" = 1'-0" 1104' IF RIDGE 100'-0" FINISH FL SOUTP ELEVATION SCALE: 1/8" = I'-0" NORTH! 0�zm ELEVATION OF RESTROOM AREA SIMILAR a DJD DJD LU SOUTH ELEVATION OF STORAGE ROOM AREA SIMILAR NEST ELEVAT I oN SCALE: 1/8" = 1'-0" * : NO, 4444: STATE OF THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) f4lb Schneider 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 0�zm q.23.10 LU M. a DJD DJD LU _]G_ ELEVATIONS * NOTES U cv W L" W COLLA w IQQ < ID — -1 z -A !-� o Z a U ■ PAM—� 1L (] QAC 0A LU .� * : NO, 4444: STATE OF THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) f4lb Schneider 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.: q.23.10 LU DRAWN BY: a DJD DJD LU _]G_ ELEVATIONS * NOTES U cv W L" W COLLA w IQQ < ' ^: -1 z -A !-� o Z a U ■ 1L (] QAC LU .� < w :D LO w O � � LL_ < U DATE: PROJECT NO.: q.23.10 4377.003 DRAWN BY: CHECKED BY: DJD DJD SHEET TITLE: EXTERIOR ELEVATIONS * NOTES DRAWING FILES: SHEET NO.: 124'-4" RIDGE i PRE -FINISHED METAL STANDING SEAM ROOF 2 3" TOUNGE * GROOVE A302 DECKING - STAINED--, I STEEL TUBE - SEE STRL. DWGS.-- .j a WGS. ,1. 113'-I1" r TOP PLATE STEEL FASCIA - SEE STRL. DWGS. - PAINT STEEL COLUMNS - SEE STRL. DWGS. CAST STONE CAP - r TOP OF STONE VENEER I STONE VENEER - SEE SPECS. CONCRETE PIER - SEE STRL. DWGS. 4" REINF. CONCRETE FLOOR SLAB - SEE STRL. DWGS. GRADE ik 100'-0" FINISH FLOOR 4" REINF. CONCRETE SLAB SEE CIVIL DWGS. <<kti.+�:44:r•':';.r �:.,..,�i'`.`i�%Y.:4`�''�"ham:. CONCRETE FOOTING - SEE STRL. DWGS. WOOD TRUSSES - SEE STRL. DWGS. PRE -FINISHED METAL STANDING SEAII ROOF R-30 INSULATION ,,6 116'-4" Ir RIDGE 3" TOUNGE 4 GROOVE DECKING - STAINED - BUILDING SECTION 1 SCALE: 1/4" = 1'-0° A301 STEEL TUBE - SEE A302 STRL. DWGS. l0q1 711 TRUSS k @,� BEARING SOFFIT - PAINT 'Y TOP PLATE VENTED WOOD nnl BRICK VENEER TOP OF STONE VENEER STONE VENEER SEE SPECS. GRADE 1:11: ■�- III III?I 'I� illi' III it Ifl �.. �'.df �'"^::.""' *""""l:"t-".t'��'..."di"�._•�'.- t►v:i>..!W""• •"• • VH :- •� 4" REINF. CONCRETE SLAB t�dl 00 00 m CD M co m CD cn SEE CIVIL DWGS. FOR EXTENT OF CONC. WALKS AND SLABS STONE CAP - SEE ,D BEAM W/ 2 ZS - GROUT L. 1'-4" OP OF CMU WALL VENEER - SEE SPECS 4NSION JOINT L. 0'-0" INISH FLOOR - SEE IVIL DRAWINGS C. SLAB SEE CIVIL JGS VOIDS L. VARIES RADE - SEE IVIL DRAWINGS - SEE CIVIL DRAWINGS I - GROUT CORES L. 0'-0" INISH FLOOR FOOTING - SEE STRUCTURAL DRAWINGS SEAT WALL SECTION 3 SCALE: 314" = 1'-0" A301 • PROJECT NO.: O L DRAWN BY: CHECKED BY: DJD D.A.J. Q LU BUILDING SECTIONS DRAWING FILES: vCN nA, LU CO -U:v- nA. Q Z w n -1 {.L Q Z a U � ■ � � LU A- a LU fx � �LLI oz LU `\\`` ", % 1111 I J d NO, 4444 STATE OF fEG��``• ''�n�innlnll``� THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART. WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) f q 4bi Schneider 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.: O L DRAWN BY: CHECKED BY: DJD D.A.J. Q LU BUILDING SECTIONS DRAWING FILES: vCN LU CO -U:v- Q Z w n -1 {.L Q Z a U � ■ � � LU A- a LU fx � �LLI oz LU .< Q w U �r LO LU o� Y_ LL U � DATE: PROJECT NO.: 9.23.10 4377.003 DRAWN BY: CHECKED BY: DJD D.A.J. SHEET TITLE: BUILDING SECTIONS DRAWING FILES: SHEET NO.: 00 00 03 CID CID m c>� EL. 6__ 04 '----- TOP OF PARTITION WALL SECTION SCALE= 3/4" PRE-FINs� A EC7 D BY OWNER/ARCHTANDING ITECT �F COLOR 2X CONT. BLOCKING 1/2" PLYWOOD SOFFIT - PAINT 2" CONT. SOFFIT VENT 1X WOOD TRIM BOARD - PAINT 3" TOUNGE t GROOVE DECKING - STAINED 109'-7" TRUSS BEARING CONT. 2X PLATE - SEE STRL. DWGS. I X3 WOOD TRIM BOARD - PAINT 108'-1-1/2" TOP PLATE 5/4WOOD FASCIA BOARD - PAINT 2X NAILER STEEL TUBE - SEE STRL. DWGS. 1X4 WOOD TRIM BOARD -- STEEL TOP PLATE - SEE STRL. DWGS. BRICK VENEER STEEL COLUMNS SEE STRL. DWGS- 104 1 WGS.104'-0" TOP OF STONE VENEER CAST STONE CAP STONE VENEER - SEE SPEG5.- .L NOSE BEAM W/ 2 - GROUT FINISH - SEE ,14EDULE ;. SLAB SEE 'URAL DRAWINGS NIS4�LF OOR CON(, FOOTING -SEE STRUCTURAL DRAWINGS 8" CI BRICK S'( Y STOI` DRIP GAS' STO SEE Dr L_'_�- i CAST STONE DETAIL SCALE: 3" 3 WOOD TRUSSES - SEE STRL. DWG5. R-30 INSULATION r EXTERIOR SHEATHING - PAINT - SEISMIC CLIP - SEE STRL. DWG5. -1X4 WOOD TRIM BOARD - PAINT -(2) 2X8 CONT. TOP PLATE _8i, CONT. BOND BEAM - GROUT CORES SEE STRL. DWG5• -8" CMU - PAINTED EXTEND STONE VENEER ONE CONCRETE SLAB - SEE COURSE BELOW GRADE OOH © �© SEE STRL. DWGS- GRADE CIVIL DWGS. FOR GRADE CONC. WALKS AND SLABS loo' -0" FINISH FLOOR " \ JOIN7P MATERIAL WITH SEALANT .: ►:, CMU FOUNDATION WALL - 4.: SEE STRL. DWGS. .i CONCRETE FOUNDATION - SEE STRL. DWGS. WALL SECTION A302 SCALE 3/4" = 1'-0 STEEL COLUMNS - SEE STRL. DWGS. SEALANT ----- v 107'-0"_ TOP OF STONE VENEER DRIP CAST STONE CAP- STONE VENEER - SEE SPECS. CONCRETE PIER - SEE STRL. DWGS: PRE -FINISHED METAL STANDING SEAM ROOF — 3" TOUNGE * GROOVE DECKING - STAINED --1 (2) 2X8 TREATED WOOD PLATES - SEE STRL. DI 113'-I1" TOP PLATE 1 q.23.10 4377.003 I CHECKED BY: D.A.J. I SHEET TITLE: WALLSECTIONS AND DETAILS DRAWING MES: 4p Q D. e CONT. STEEL "T" FASCIA - SEE STRL. DWGS. - PAINT CONT. STEEL CLOSURE PANEL - SEE STRL. DWGS. - PAINT STEEL TOP PLATE - SEE STRL. DWGS. - PAINT STEEL TUBE - SEE STRL. DWGS. - PAINT STEEL COLUMNS - SEE STRL. DWGS. -PAINT CAST STONE CAP l07'-0" TOP OF STONE VENEER CAST STONE DETAIL 4 A302 CONCRETE PIER - SEE STRL. DWGS. STONE VENEER - SEE SPECS. CONCRETE WALKS - SEE CIVIL. DWGS. GRADE i 100'-0" DWGS. O_ EXTENT O ._.. Meg Off: CONCRETE �e WALL SECT IONS �' EXPANSION JOINT MATERIAL WITH SEALANT CMU FOUNDATION WALL - SEE STRL. DWGS. CONCRETE FOUNDATION - SEE STRL. DWGS. NO, 4444 STATE 13F 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, THE�WRITTEN CONIPART,HOLE OR IN SENT OFNTHE CHDER WITHOUT CORPORATION- ORP. COPYRIGHTED BY THE SCHNEIDER CORP.(20L 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 }— O Q w V-- � 0 C'4 UA LLA o Z w -A < 1-�- —A Q Q 06 1- -A QN �L �� UA amu ► Q�x Z Lo 1W O � i LL_� DATE: PROJECT NO.: q.23.10 4377.003 DRAWN BY: CHECKED BY: D.A.J. DJD SHEET TITLE: WALLSECTIONS AND DETAILS DRAWING MES: SHEET NO.: A302 0 DOOR AND FRAME SCHEDULE DOOR FRAME DETAILS NUM ELEV. MATL SIZE THICK FINISH RATING FRAME MATL FINISH HEAD JAMB SILL HARDWARE SET N0. REMARKS 101 D-1 HM 3'-0" X T-0" 1 3/4" PNT ------- F -I NM PNT 1/A401 2/A401 ---- 1 QLU QC �- 102 D-1 HM 3'-0" X 7'-0" 1 3/4" PNT ------- F-1 14M PNT 1/A401 2/A401 ---- 1 LU 103 D-1 HM 3'-0" X 7'-0" 1 3/4" PNT ------- F -I 14M PNT I/A401 2/A401 ---- 1 JI 105 D-1 HM 3'-0" X 7'-0" 1 3/4" PNT ------- F -I 14M PNT 3/A401 4/A401 ---- 1 105A D-2 MTL 6'-0" X 7'-4" 1" PNT ------- ---- HM PNT 5/A401 6/A401 7/A401 2 FLUSH SEE S( MATER SEE SCHEDULE LU Lu EG CMU SEE SC14ED2'E 211 W 0 W LU LU 7111 HEAD r I SCALE:3"=1'-0" A401 BRICK VENEER 4 STONE ---- JAMB 2 SCALE: 3"4-0' A401 RETURN BRICK 4 STONE TO CMU PAINT EXPOSED SURFACES WEATHER SEAL AT HEAD AND JAMBS - INSULATED OVERHEAD DOOR - 00 00 CD M co CD CD cQ JAMB SCALE: 3"=1'-0" A401 8" CMU 3 ANCHORS PER JAMB W/ 18" #3 BAR - GROUT CORE BULLNOSE BLOCK BOTH SIDES HOLLOW METAL DOOR FRAME FILL W/ GROUT 8" CMU Ilk P.T. 26 WITH FASTENERS @ 32" O.C. TRACK SUPPORT PER MANUFACTURERS RECOMMENDATIONS OVERHEAD DOOR TRACK ASSEMBLY FLASHING 4 P STL. LINTEL STRL. DWGS. - PAINT 4 MEAD 3 SCALE: 3'=I' -O' A401 FLOOR SLAB (SEE FLOOR PLAN) RADIUS SLAB EDGE AT O.H. DOOR EXPANSION JOINT (SEE STRL. DTLS) GONG. APON (SEE SITE PLAN) BILL 7 SCALE: 1 1/2"=1'-0" A402 'ILL DOOR SCHEDULE GENERAL NOTES 1. ALL HOLLOW METAL FRAMES AND DOORS TO BE GALVANIZED FRAMES ARE TO BE GALVANIZED. DOOR SCHEDULE KEY HM - HOLLOW METAL PNT - PAINT STL - STEEL L L . RETURN BRICK 4 �' STONE TO CMU JAMB 4 SCALE: 3"=I' -O" A401 8" CMU 3 ANCHORS PER JAMB W/ 18" #3 BAR - GROUT CORE BRICK VENEE 1 8" PRECAST LINTEL PAINT EXPOS SURFACES FLASHING 4 Y TRACK SUPPORT PER MANUFACTURERS RECOMMENDATIONS 8" CMU P.T. 26 WITH FASTENERS @ 32" O.C. BULLNOSE BLOCK STL. LINTEL - SEE O STRL. DWGS. f� VC -4 .1V- LU Lu M SEALANT -PAINT . 11 11 . . . . . . . . . . . . e < V- W w BOTH SIDES "I','"',"" " "" Q -Q U ■ �Q PAlk, LL OLIJ � WEATHER SEAL AT HOLLOW METAL HEAD AND JAMBS 0-- � QLU QC �- LU O � 1 L DOOR FRAME FILL .Q < w �� Oo W/ GROUT INSULATED LU LL- OVERHEAD DOOR V OVERHEAD DOOR JI TRACK ASSEMBLY MEAD 5 SCALE: 3"=I' -O" A401 * : NO. 4444: STATE OF THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) Schneider 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 O < LU f� VC -4 .1V- LU Lu M pwl� -w� e < V- W w n —A l�.L Q Z Q -Q U ■ �Q PAlk, LL OLIJ � n 0-- � QLU QC �- LU O � * : NO. 4444: STATE OF THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) Schneider 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 O < LU f� VC -4 .1V- LU Lu M -w� < V- W w n —A l�.L Q Z Q -Q U ■ �Q LL OLIJ � w 0-- QLU QC �- LU O � .Q < w �� Uv O LU LL- Q V OD 0D 1 m v m co CD CD co DATUM ELEVATION 1. See civil drawings for USGS elevation of first floor. GENERAL 2. Contractor shall include seven calendars days for the structural engineer to review each shop drawing submittal. The seven days starts upon the engineer's receipt of the shop drawings and shall conclude when the engineer returns the drawings to the entity that sent them the drawings. Contractor shall include time in their schedule above and beyond the seven days to allow for transmitting drawings from fabricator to the contractor to the architect to the engineer and back. Contractor may not make claims for delays if the engineer completes their review within the above noted time. 3. Concrete contractor is responsible for stability of excavations required to complete the work of their contract. Systems used to stabilize excavations shall be adequate to resist the force of the soil, any surcharge due to construction activities and the forces imposed on the excavation during construction activities due to wind or seismic forces. FOUNDATIONS 1. A soils report was not provided for this project. The contractor is responsible for contacting a qualified Geotechnical Engineer to verify that the existing sub -surface conditions and other soils related items are adequate for the design requirements listed below. 2. Exterior footings shall bear a minimum of 3'-0" below finish grade. 3. Foundations have been designed for the following net soil pressures: Isolated Spread Footings: 2,000 psf Continuous Wall Footings: 2,000 psf 4. Foundation excavations shall be made to plan elevations. The soil conditions beneath foundations shall then be inspected by a qualified Geotechnical Engineer. If the soils under the foundations are unacceptable, Use one of the following procedures: A. Remove the unacceptable soil and backfill with engineered fill compacted to 100% standard proctor density and in accordance with the geotechnical report or inspecting Engineer. B. Lower the footing to an acceptable soil. 5. Excavations for spread footings, combined footings, continuous footings and/or mat foundations shall be cleaned and hand tamped to a uniform surface. Footing excavations shall have the sides and bottoms temporarily lined with 6 mil visqueen if placement of concrete does not occur within 24 hours of the excavation of the footing. 6. Soils under the slab -on -grade shall be compacted per the geotechnical report. Soils work shall be inspected by a material testing lab. 7. Foundation conditions noted during construction, which differ from those described in the geotechnical report shall be reported to the Structural Engineer, Geotechnical Engineer and construction manager before further construction is attempted. 1. Reinforced concrete has been designed in accordance with the "Building Code Requirements for Structural Concrete" (ACI 318-95) and Commentary (ACI 318R-95). 2. Mixing, transporting, and placing of concrete shall conform to the latest edition of the "Specifications for Structural Concrete for Buildings" (ACI 301). 3. Concrete in the following areas shall consist of natural sand fine aggregates and normal weight coarse aggregates conforming to ASTM C33, Type I Portland cement conforming to ASTM C150, and shall have the following compressive strength (F'c) at 28 days: 3,000 psi: Footings, pilasters, pedestals, and slabs on grade 4,000 psi with 6% +/- 1-1/2% entrained air by volume: Retaining, knee and foundation walls, Curbs, sidewalks and other Concrete exposed to de-icers or freeze/thaw conditions sl 4. Fly ash may be used as a pozzolan to replace a portion of the cement in a concrete mix, subject to the approval of the Structural Engineer. Fly ash, when used, shall conform to ASTM C618. Concrete mixes using fly ash shall be proportioned to account for the properties of the specific fly ash used and to account for the fly ash effects on the properties of the concrete. The ratio of the amount of the fly ash to the amount portland cement in the mix shall not exceed 20 percent. 5. Adjustment of slump by adding water to the mix at the job site shall occur as follows. Adjustment shall be made one time only with a maximum of 2 gallons of water per cubic yard such that the specified slumps and water/cement ratios are not exceeded. The concrete shall be mixed after the addition of water one minute per cubic yard to a maximum of 5 minutes. 6. Protect the concrete surface between finishing operations on hot, dry days or any time plastic shrinkage cracks could develop by using wet burlap, plastic membranes or fogging. Protect concrete surfaces at all times from rain, hail or other injurious effects. 7. Horizontal joints will not be permitted in concrete construction except as shown on the contract documents. Vertical joints shall occur at locations approved by the Structural Engineer. CONCRETE SLABS ON GRADE 1. Slabs on grade shall be constructed in accordance with the latest edition of the "Guide for Concrete Floor and Slab Construction" (AGI 302.1R). 2. In addition to the specifications noted elsewhere, concrete for interior flatwork shall conform to the following: 470 lbs. of cement per cubic yard of concrete, minimum 0.47 maximum water cement ratio 3 inch maximum slump prior to addition of plasticizers 5 inch maximum slump if plasticizers are not used Midrange or highrange water reducing admixture required 3. In addition to the specifications noted elsewhere, concrete for exterior flatwork curbs and walls exposed to freeze/thaw shall conform to the following: 564 lbs. of cement per cubic yard, minimum 0.45 maximum water cement ratio by weight 3 inch maximum slump prior to addition of plasticizers 5 inch maximum slump if plasticizers are not used Midrange or highrange water reducing admixture required 4. Place concrete in a manner so as to prevent segregation of the mix. Delay floating and troweling operations until the concrete has lost surface water sheen or all free water. Do not sprinkle free cement on the slab surface. 5. Provide curing of concrete slabs immediately after finishing using a sprayed on liquid curing compound. Other methods may be used with approval by structural engineer. 6. Slabs on grade shall receive a smooth trowel finish, and be placed to achieve the following minimum tolerances: Overall values: FF = 35, FL = 25 Local values: FF = 25, FL = 15 CONCRETE and MASONRY REINFORCEMENT 1. Reinforcing steel shall be deformed bars of new billet steel conforming to ASTM A615-90 with a minimum yield strength of 60,000 psi. 2. Reinforcing steel, which is to be welded, shall conform to ASTM A706 "Low -Alloy Steel Deformed Bars for Concrete Reinforcement". 3. Reinforcing bar detailing, fabricating, and placing shall conform to the latest edition of "Specifications for Structural Concrete for Buildings' (ACI 301). 4. Provide standard bar chairs and spacers as required to maintain specified concrete protection. 5. Reinforcement bars shall not be tack welded, welded, heated or cut unless indicated on the contract documents or approved by the Structural Engineer. 6. Welded wire reinforcement shall be smooth wire fabric conforming to ASTM A185. Fabric shall be supplied in flat sheets and lapped 8 inches at splices. Welded wire reinforcement in slabs on grade shall be placed 2' down from the top of the slab unless otherwise noted. 7. Concrete cover over reinforcement, unless otherwise noted, shall conform to the ACI 318-95. 8. Unless otherwise shown or noted, splicing of reinforcing bars shall conform to ACI 318-95. Where the length of lap is not shown or noted, provide a Class "B" lap at splices. CONCRETE and MASONRY REINFORCEMENT cont. 9. Horizontal bars in walls or grade beams shall be bent at corners and intersections in a way that continuity is provided through the joint. Separate comer bars of the some size and spacing as the horizontal reinforcing may be substituted for the bent bars. 10. Unless noted otherwise, provide 2-#5 bars (one each face) around unframed openings in concrete walls and grade beams. Place bars parallel to sides of the opening and extend 24" beyond comers. 11. Provide galvanized steel wire joint reinforcement in all masonry construction. Reinforcement shall be continuous and be lapped sixteen inches at splices. Cut reinforcement at all control and expansion joints. Space reinforcement at 8" on center for stack bond construction, parapets and below building floor elevation. Elsewhere space reinforcement at 16 inches on center. MASONRY 1. Concrete masonry has been designed in accordance with the latest edition of the "Building Code Requirements for Concrete Masonry Structures" (ACI 530). 2. Concrete masonry construction shall conform to the latest edition of the "Specification for Concrete Masonry Construction" (ACI 530.1). 3. Concrete masonry construction shall be inspected as required by the "Specification for Concrete Masonry Construction" (ACI 530.1). 4. Concrete masonry construction shall have a minimum compressive strength (f'm) of 1,500 psi at 28 days. 5. Mortar shall be type M below grade and type M or S above grade proportioned in accordance with the latest edition of ASTM C270 or C476. 6. Unless otherwise noted, reinforced masonry cores, cores specified to be filled on the drawings, and bond beams shall be filled with concrete with a minimum 2,500 psi compressive strength at 28 days, 3/4" maximum aggregate and 7" maximum slump. 7. Unless otherwise noted, provide two 1/2" diameter x 1'-2" hooked anchor bolts at beam bearings shown on framing plans. Space at beam gage. 8. Beams, lintels, joists, etc. shall bear on bond beams or hollow masonry units with cores filled solid with grout. See drawings for minimum requirements. EXPANSION and SLEEVE ANCHORS 1. Expansion and sleeve anchors shall be carbon steel anchors as manufactured by Hilti Fastening Systems or approved equal. Install anchors in conformance with the manufacturer's recommendations and the ccntroct documents. 2. Masonry cores receiving 3/4" diameter anchors shall be filled with coarse grout conforming to ASTM C476 with a minimum compressive strength of 2,000 psi at 28 days. Do not install anchors in mortar joint. 3. Do not install expansion anchors in concrete until concrete has attained the specified 28 -day compressive strength. 4. Test expansion, sleeve and epoxy anchors prior to connecting steel to anchors. NON -SHRINK GROUT 1. Grout shall be a prepackaged, non-metallic and non-gaseous. It shall be non -shrink when tested in accordance with ASTM -C1107 Grade B or C at a fluid consistency (flow cone) of 20 to 30 seconds. Thirty -minute -old grout shall flow through the flow cone after slight agitation, in temperatures of 40 degrees F to 90 degrees F. Grout shall be bleed free and attain 5,000 -psi compressive strength in 28 days at fluid consistency. 2. Grout compressive strength tests shall be performed in accordance with the latest edition of ASTM C109. GENERAL 1. Contractor shall include seven calendars days for the structural engineer to review each shop drawing submittal. The seven days starts upon the engineers receipt of the shop drawings and shall conclude when the engineer returns the drawings to the entity that sent them the drawings. Contractor shall include time in their schedule above and beyond the seven days to allow for transmitting drawings from fabricator to the contractor to the architect to the engineer and back. Contractor may not make claims for delays if the engineer completes their review within the above noted time. STRUCTURAL STEEL - ASD 1. Structural steel detailing, fabrication and erection shall conform to the AISC "Specification for Structural Steel Buildings", ninth edition with amendments, and the AISC "Code of Standard Practice for Steel Buildings and Bridges", latest edition with amendments. 2. Do not proceed with erection until the controlling contractor has provided evidence, satisfactory to erector, that the site and sub -structure is ready for erection to proceed per OSHA sub -part R. 3. Concrete supporting structural steel must obtain a compressive strength (f'c) of 2,500 psi before setting steel. 4. Erector shall maintain adequate temporary bracing in each direction until diaphragm and lateral brace construction is completed. 5. Structural steel wide flange shapes shall conform to ASTM A992 or A572, grade 50 with special requirements per AISC technical Bulletin #3, dated March 1997. Other rolled shapes and plates shall conform to ASTM A36. (Unless noted otherwise on drawings). 6. Structural steel tubing shall conform to ASTM A500, Grade B. 7. Anchor rods shall conform to ASTM F1554, grade 36 (Fy =36 ksi unless noted otherwise. 8. Structural steel shall be shop -painted with a rust inhibiting primer. Primer color shall be grey unless otherwise directed by the Architect 9. Design connections not shown in accordance with the latest AISC Specification and Manual of Steel Construction. Design beam connections not shown, to support one-half the total uniform load -carrying capacity of the beam. 10. Unless otherwise noted, bolted connections for structural steel members shall be made with 3/4" diameter high strength bolts, conforming to ASTM A325. Bolted connections shall be tightened to the snug tight condition, unless noted otherwise. Bolted connections in wind brace elements shall be tightened using the tum -of -nut method. Connections shall conform to the "Specification for Structural Joints Using ASTM A325 or A490 Bolts", approved by the Research Council on Structural Connections of the Engineering Foundation. 11. Welding procedures shall conform to the latest edition of the American Welding Society's (AWS) Structural Welding Codes for. Steel ANSI/AWS D1.1, Sheet Steel ANSI/AWS D1.3 and Reinforcing Steel ANSI/AW& D1.4. 12. Welded connections involving ASTM A572 or A992 steel shall be made with E70XX low hydrogen electrodes. Other welded connections may be made with regular E70XX electrodes. 13. Splicing of structural steel members where not detailed on the contract documents is prohibited without the prior approval of the Structural Engineer. 14. Beams shall be cambered upward where shown on the contract documents. Where no upward camber is indicated, any mill camber shall be detailed upward in the beams. WOOD TRUSSES 1. Prefabricated wood trusses shall be detailed, fabricated and erected in accordance with the latest editions of the Timber Construction Manual by the American Institute of Timber Construction (AITC), the National Design Specification for Wood Construction by the National Forest Products Association (NFPA) and in accordance with the latest criteria established by the Truss Plate Institute (TPI). 2. Temporary and permanent bracing of wood trusses shall be in accordance with the latest edition of Bracing Wood Trusses: Commentary and Recommendations BWT by the TPI. 3. Wood trusses shall be designed to support the loads shown in the design data in addition to the weight of the trusses. 4. Wood roof trusses shall be designed using the following allowable stress increase factors: Dead Load + Live Load: 1.15 Dead Load + Wind Load: 1.33 Dead Load + Live Load + Wind Load: 1.15 5. Deflection due to live load shall be limited to 1/360 of the truss span. For truss cantilevers, the deflection due to live load at the end of the cantilever shall be limited to 1/180 of the cantilever dimension. 6. Truss plates shall be galvanized steel and shall be applied to both faces of the members being connected. 7. Trusses shall conform to the geometry shown on the architectural drawings. 8. The Truss Manufacturer shall prepare detailed working or shop drawings and shall submit one reproducible copy and one blue line copy to the Architect for review prior to fabrication. The approval drawings shall show the design forces in truss members, the sizes of truss plates; the lumber species, commercial grade and normal duration design values; required bracing and details necessary to enable fabrication, erection and construct of all parts of the work in accordance with the detail drawings and specifications. These shop drawings will be reviewed for design features only. The Truss Manufacturer shall be responsible for all dimensions, accuracy, and fit of work. Allow time in schedule for shop drawings to be in engineer's office five working days for review. All shop drawings shall be prepared and certified by a structural engineer licensed in the same state where the project is located. 9. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY AND PERMANENT TRUSS BRACING AS SHOWN ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS. PLYWOOD 1. Plywood and Oriented Strand Board (OSB) panels shall be detailed, fabricated and erected in accordance with the latest criteria established by the American Plywood Association (APA) including their latest edition of the Plywood Design Specification (and its Supplements). 2. Plywood and Oriented Strand Board (OSB) panels shall be identified with the appropriate trademark of the APA and shall meet the requirements of the latest edition of the U.S. Product Standard PS 1 for Construction and Industrial Plywood [or the APA PRP -108 Performance Standards and Policies for Structural -Use Panels]. 3. Roof panels shall be installed with the long dimension (face grain) across the supports with panels continuous over 2 or more supports (minimum 3 span condition). 4. Stagger panel end joints. End joints shall only occur over a support. Unless recommended otherwise by the panel manufacturer, provide a 1/8" gap between panel ends and edges. Panel edges shall be tongue -and -groove or supported on 2" (nominal) lumber blocking installed between trusses. 5. Panels shall be fastened to their supports as follows: Roof panels: 6" o.c. along supported panel edges and at eave blocking and 12" o.c. at intermediate supports with 10d galvanized common nails. 4" o.c. along supported panel edges and at eave blocking and 12" o.c. at intermediate supports with 10d galvanized box nails. Wall sheathing: 4" o.c. at all studs and 6" o.c. at all top and bottom plates with 10d galvanized box nails. Floor panels: 6" o.c. along supported panel edges and 12" o.c. at intermediate supports Use 8d galvanized common nails for panels 1/2" thick and less and 8d galvanized common nails for panels of greater thickness. LUMBER 1. Structural lumber shall be detailed, fabricated and erected in accordance with the latest editions of the Timber Construction Manual by the American Institute of Timber Construction (AITC) and the National Design Specification for Wood Construction by the National Forest Products Association (NFPA). 2. Lumber shall be No. 2 Southern Pine, kiln dried, with a maximum moisture content of 15%, or approved equal (unless noted otherwise). 3. Lumber for top plates supporting roof trusses shall be No. 2 Southern Pine Select Structural, kiln dried, with a maximum moisture content of 15%, or approved equal. 4. Lumber used for blocking and other non-stress related uses shall be No. 2 Southern Pine, surface dry, with a maximum moisture content of 19%. 5. Unless otherwise shown or noted, bolts and lag screws in connections of wood members shall be made with material conforming to ASTM A307. Standard cut washers shall be used between the wood and bolt head and the wood and nut. 6. Joist hangers and connection plates shall be manufactured by Simpson Company or approved equal. 7. Nails and other wood fastenings, unless otherwise noted, shall conform to the latest edition of the National Design Specification for Wood Construction by the NFPA. 8. Rough sawn timbers shall be treated and finished as required by the specifications. Weather exposed members shall be treated with CCA. RE -BAR LAP SPLICE SCHEDULE FOR CONCRETE CONSTRUCTION BAR SIZE SPLICE LENGTH CLASS A CLASS B COMPRESSION #3 V -4111-10I BOTTOM OF FOOTING 11-011 #4 11-1011 21-411 11-311 #5 21-311 31_011 11-711 #6 21-911 3'-811 11-1111 #7 41-011 51-211 21-311 #8 41-811 61.011 21-611 #9 51-211 61-811 21-1011 SCHEDULE NOTES: 1. PROVIDE LAP SPLICES AS SHOWN ABOVE UNLESS LONGER LAPS ARE INDICATED ON THE DRAWINGS. 2. PROVIDE CLASS 8 SPLICE UNLESS CLASS A OR COMPRESSION SPLICE IS CALLED FOR IN DETAILS. APPLICABLE CODES AND DESIGN DATA THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2008 EDITION HIGH & LOW ROOF DESIGN LOADS: LIVE LOAD...............................20 PSF DEAD LOAD .............................30 PSF ROOF SNOW LOADS: FLAT ROOF SNOW LOAD (Pf) ............... N/A SNOW EXPOSURE FACTOR (Ce) ............1 SNOW LOAD IMPORTANCE FACTOR (I)...1 THERMAL FACTOR (Ct) ..........................1 WIND LOAD DESIGN DATA BASIC WIND SPEED (3 SECOND GUST)..... 90 MPH WIND LOAD IMPORTANCE FACTOR (1).........1.0 WIND EXPOSURE ......................................... C OCCUPANCY CATEGORY .............................. II INTERNAL PRESSURE COEFFICIENT (GCpi) ............... +0.18, -0.18 COMPONENTS AND CLADDING DESIGN PRESSURE ..... 20 PSF SEISMIC DESIGN DATA SEISMIC IMPORTANCE FACTOR (I) .............1 SEISMIC DESIGN CATEGORY ........................ C SPECTRAL RESPONSE COEFFICIENTS & ACCELERATIONS Sds .......... 14.3% Ss .......... 0.179 Sd1.......... 9.0% S1..........0.079 SITECLASS ................................................. C DESIGN BASE SHEAR ................................. 16.4 KIPS SEISMIC RESPONSE COEFFICIENT (Cs) ...... 0.109 RESPONSE MODIFICATION FACTOR (R) ....... 3 BASIC SEISMIC RESISTING SYSTEM ORDINARY STEEL MOMENT FRAME AND MASONRY SHEAR WALLS ANALYSIS PROCEDURE UTILIZED EQUIVALENT LATERAL FORCE PROCEDURE CONSTRUCTION INSPECTION REQUIREMENTS THE BUILDING CODE REQUIRES A SPECIAL INSPECTOR TO OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THESE INSPECTIONS ARE IN ADDITION TO INSPECTIONS SPECIFIED ELSEWHERE. AJ & ASSOCIATES, P.C. DOES NOT PROVIDE THESE INSPECTIONS. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A MATERIAL TESTING AGENCY TO MAKE AVAILABLE A SPECIAL INSPECTOR WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW. CONCRETE CONSTRUCTION: ACI 318 CONCRETE MASONRY CONSTRUCTION: ACI 530, ACI 530.1 STRUCTURAL STEEL CONSTRUCTION: AISC ASD, AISC LRFD, ASTM A6, ASTM A588, AWS ABBREVIATIONS A.B. ANCHOR BOLT ARCH. ARCHITECTURAL B.L. BUILDING LINE B/BM BOTTOM OF BEAM B/F BOTTOM OF FOOTING BLDG. BUILDING BM. BEAM BRG. BEARING C.J. CONTROL OR P.C. CONSTRUCTION JOINT CLR. CLEAR CMU CONCRETE MASONRY UNIT CONC. CONCRETE CONNX CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR D.L. DEAD LOAD DET. DETAIL DIA. DIAMETER DWG. DRAWING DWL DOWEL E.E. EACH END E.F. EACH FACE E.W. EACH WAY EA. EACH E.J. EXPANSION JOINT EQ. EQUAL EXIST. EXISTING EXP. EXPANSION EXPAN. EXPANSION F.D. FLOOR DRAIN FIN. FINISH F.S. FAR SIDE OSF OUTSIDE FACE FDN. FOUNDATION OPP. OPPOSITE FTG. FOOTING P.E.M.B. PRE-ENGINEERED FT. FOOT OR FEET S302 METAL BUILDING GA. GAGE P.C. PRECAST CONCRETE GALV. GALVANIZED PL PLATE GRAN. GRANULAR PSF POUNDS/SQUARE FT. GYP. BD. GYPSUM BOARD R.D. ROOF DRAIN H. HORIZONTAL REINF. REINFORCING OR HK. HOOK REINFORCED HORIZ. HORIZONTAL REQ'D. REQUIRED ISF INSIDE FACE REV. REVISION OR REVISED IN. INCH SECT. SECTION INSUL INSULATION SHT. SHEET J/B JOIST BEARING SIM. SIMILAR JST. JOIST SPA. SPACES OR SPACING JT. JOINT SPECS SPECIFICATIONS LB./LBS. POUND/POUNDS STL STEEL L.L. LIVE LOAD STD STANDARD LLH LONG LEG HORIZ. T&B TOP AND BOTTOM LLV LONG LEG VERTICAL T/B TOP OF BEAM OR LT. WT. LIGHT WEIGHT TRUSS BEARING M.O. MASONRY OPENING T/F TOP OF FOOTING MAT'L MATERIAL TEMP. TEMPORARY OR MAX. MAXIMUM TEMPERATURE MIN. MINIMUM TYP. TYPICAL MISC. MISCELLANEOUS U.N.O. UNLESS NOTED OTHERWISE N.I.C. NOT IN CONTRACT V. VERTICAL N.S. NEAR SIDE VERT. VERTICAL N.T.S. NOT TO SCALE W.W.R. WELDED WIRE REINFORCING NO. NUMBER W/ WITH O.C. ON CENTER O.D. OVERFLOW DRAIN DRAWING INDEX SHEET NO. DESCRIPTION N Cf) S100 GENERAL NOTES S201 FOUNDATION PLAN S202 LOW & HIGH ROOF FRAMING PLANS S301 SECTIONS & DETAILS S302 SECTIONS & DETAILS S303 SECTIONS & DETAILS S304 TYPICAL MASONRY DETAILS G STf.R OL =*F N0. *= Lot 20036_ �� '• STATE OF :f� ND ANA��� %,,CONAL 0��.� THIS DRAWING ANDEAS, 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. (2009 f4lb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com A& Associates A Professional Corporation J 14351 Quail Pointe Drive Carmel, Indiana 46032 Phone (317) 844-7514 Fax(317)844-7516 ajobs@ajassociatespc.com DATE: PROJECT NO.: N Cf) 09-07 N m � V Z AEJ Z N V DRAWING FILES: z SHEET NO.: w 4 U 11.1 lu 111 O > J N .� = U Z Z in U N DATE: PROJECT NO.: Oq/23/10 09-07 DRAWN BY: CHECKED BY: FOX AEJ SHEET TITLE: GENERAL NOTES DRAWING FILES: SHEET NO.: J4' -O" 1 � ! t TOP/F00¶NG SEE ARCH. DRAWINGS FOR WALL 1 EL 96' _0 I LOCATION AND VERTICAL WALL REINFORCING r -- 1 ��r =r — T y—► , i 11 ' F68 WF2 PLAN NOTE 5. 11 X11 � 0 7 i 2 �► `'' � 5303 , 1 ' i 1 ' F68 S301 1 , '1 1 1 CF4 1.0 co 0o m ,y Cn .-I- CD cQ CD CD w —j L ' TOP�F0011NG 3 $"`� i d 20.00• I i 20'-2" I 20'-3" �T�I ! ( 10'-1 1/2" 1 10'-1 1/2" _I I i N o o_--- ------ ' F6 --j u� N ' �_ ` 1 -,❑0 1 i I I I I I — �" � � L —(=1 F68 e ( ' F68 P2 1` F66 P2 I I I I r F4 I ! PLAN NOTE 5. i 4 SIM• R N I ! I PLAN NOTE 4. too , 1 Il4 F68 P2 i L F68 P2 II�WF2 ' F68 P2 r—+-1 F--+-1 r, Mal _— _- �yJ 1 1 L—.r-Ir —� I--�, _� ,1 WF2 8 COLUMN FOOTING SCHEDULE MARK SIZE REINFORCING F4 4'-0" x 4'-0" x 1'-2" (4)-#5 x 3'-6" F68 6'-0" x 8'-0" x 1'-8" (8)-#6 x 5'-6", T&B (6)-#6 x 7-6", T&B REINFORCING INDICATED SHALL BE EACH WAY, BOTTOM U.N.O. WALL FOOTING SCHEDULE MARK SIZE (WxD) REINFORCING WF1.5 1'-6" x 1'-0" (2)-#5 CONT. WF2 2'-0" x 1'-0" (3)-#5 CONT. WF3 3'-0" x 1'-0" (3)-#5 CONT. WF3A 3'-0" x 1'-0" (3)-#5 CONT. & #4 x 2'-6" @ 12" O.C. WF4 4'-0" x 1'-0" (4)-#5 CONT. REINFORCING INDICATED SHALL BE BOTTOM U.N.O. ao i I I ; 8'-3 7/8" 8'-3 7/8- 16'-7" I 16'-7 3/4" 16'-7" FOUNDATION PLAN SCALE: 1/8"=1'-0" PLAN NOTES: 1. SEE S100 FOR GENERAL NOTES. 2. TOP OF SLAB ELEVATION = 100'-0". SEE CIVIL DRAWINGS FOR USGS FINISHED FIRST FLOOR ELEVATION. 3. TOP OF FOOTING ELEVATION = 98'-0" UNLESS NOTED OTHERWISE. 4. 4° CONCRETE SLAB-ON—GRADE REINF. WITH 6x6—W1.4xW1.4 W.W.R. ON 6" COMPACTED GRANULAR FILL, (AIR ENTRAINED) 5. 4" CONCRETE SLAB—ON—GRADE REINF. WITH 6x6—W1.4xW1.4 W.W.R. ON 6" COMPACTED GRANULAR FILL (AIR ENTRAINED) SEE CML DRAWINGS FOR EXTENTS OF EXTERIOR SLABS—ON—GRADE. 6. FOOTING SHALL BEAR AT OR BELOW FROST LINE. FOUNDATION DRAWINGS ARE BASED ON A FINAL GRADE WITHIN 6" OF THE FINISHED SLAB ELEVATION. 7. COORDINATE LOCATION AND SIZE OF OPENINGS IN WALLS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 8. SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR FLOOR DRAINS, RECESSED SLABS, AND SLOPED FLOORS. 20'-2" 8 9 , aj r_ 6'-0- , 6" I r ' , i -7 I , p 10 14'_0" 1 11'_0" 26' 0" , I I 1$-6" 1 1 � 1 F68 e— T J I I y-- �--_� 1 F4 s1M•I , ' WF2 — — 4 I S302 ,' ' I LL ' I i s PLAN NOTE 4. ! 1 1i 1 r—f ' 1 ro -1 r �-' WF2 j `- -- r WF2 F301 ' I j i TYP. P1 I , r � - 1 4 LL �, S302 o o f ' N N r 3 TYP S301 * N0. 20036 �= STATE OF �• o�tr-L THIS DRAWING ANDEAS, 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. (2009) f40110 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com -F S Associates 1_ J A Professional Corporation 14351 Quail Pointe Drive Carmel, Indiana 46032 Phone (317) 844-7514 Fax(317)844-7516 ajobs@ajassociatespc.com DATE: PROJECT NO.: N m 09-07 N � V— FOX z O z !1/ 1- SHEET NO.: — LU W lu OL u 100 ' (n 1 [— < In LLI Z Q IL (y- z al O 1 'rn u N DATE: PROJECT NO.: 09/23/10 09-07 DRAWN BY: CHECKED BY: FOX AEJ SHEET TITLE: FOUNDATION PLAN DRAWING FILES: SHEET NO.: S 21 6 7 4 5 20.00• 8 9 6'—o" 10 on ' i4'_ " 11 O , 60' ,, I_O" V 20'-2" I 20'-3" .1 I 20'-2" J o ' 26' " 10'-1 1/2" 10'-1 1/2" �I 5 S302 I ! I ! 26 1 16)(8x.375 - o "' HSS 16)(8x.375 o c i C14 HSS o - -- - - — -- - _ N19 SS 16)(8x.37 0 113 13 1 13 , IQLO a�°o, Lo En n ►� L ' _ 00 (00 00 12OD w 14- r , r -'! - — o - --� 11 ` , , HSS 12)(4x.25 = T'f --__-j- __ 1 ° SS 12)(4x.25 HSS 12)(4x.25 �j f r -__ ` __ j - t' 1 ! _�_-!o !6 ' t t ' NSS 12)(4x.25 H r o HSS 12)(4x.25 �'i ^ ^ N 00 o ' 1 1,' N t!1 M M ^ In u N ' r ' it ' - lli _ (n _ X X M Z r M lff ' x o0 00 keV[ �rjrj__ co k Z co , r'f 1 - _-`-_-_j( 'I 1' ' 1 11111 ___ 1 11, L4 U)(ft N a M W (!} CJ, 2 = _� r ' ! IrCo r 'l j, -i I j ' r , ,o,HSS 16)(8x.375 i Cl 0 1 - ----- 1 o rJ I--- _- _ ►1 f ' '�11f1 r `v N _=�`� Q j a i Dal - ---- 'r° ° f � _LTL O LHSS 16x8x.375 HSS 16)(8x.375 S302 I ; ,� 3 -6" , r 8'-3 7/8" I 8'-3 7/8" 1 0-- 16'-7" 16'-7" 16'-7 3/4" 16'-7" ! HIGH ROOF FRAMING PLAN SCALE: 1/8"=V-0" 6 7 4 5 20.00' 8 g 3 6'-0" I ' 6'-0" 10 , 4'_ " 1 1 o, , a" 6" ,, I_O" i 14'-0 , I 20'-2" 20'-3" I 20'-2"' , , 13'_O" 0 1p 10'-1 1/2" 10'-1 1/2" i ! 1 '-6 1 ' 1 i o _—_ r 13 ----- -------- 13; L J I L _J oo I 1 1 Ir-_ 1 I ' - _ r Ti? o -- F301 �? 1 1 D D I 1 ' _ x•25 I r HSS 16 �r A ! V ! - }� ► /7 ► SSS 16x8 ° 1 ' I 1 f D )(8x.25 r -----► rj- 1 _ f HSS j+ 111 , 1 D - r 16X8 r-► , �, ► I HSS 16x8)( 25 ► y° i- t, r ► r ► o i _ x.25 , 16)18-A.25_ ► ► ► 1 0 1 r ► ► ► r r - y ' ' "SS, i _ - , , ' ; ► ► ' 5302 i I i SIM. 4 !'' ► ► it ► r r i - -d r _----- 1 Q 1 ► ► ► ► 1 111 ' I S302 ►WLZ, f 'k rn DWPJ a- , ►' ► ► ► ► ► 1 - --44 ► ► i ' ABt L I GABLE ' r r r r - - _ 4 x MUSS 1 ► { r 1 ®24 0 ' ENDWAIl I NDWALL 'r OD rRUS ��� v, 1 , ,MUSSES USS TRUSS SES ® 24" IwOOD I I �, f o.c. r 1 f a xo � 1 ► '' 1 1 ► ► ► 1 1 1 , � __._..--' ° - ' -----�------ - '---_---_ 4-,- '3 'r r I 1 r ' f ABLE ► ► 1 , r r t ► l ► czn ' ' ' ► ► ► ► ► _ y C- 1 _- ° _J L° J -- r- _ r ► t ► ► r END WALL N 1 , 1 ' ► 1 L' I ' ' Dr❑ I - ' ! , r ! �f i TRUSS It ► ' - ° -� (I II s 01 t ;► t y ► -_' i HSS 16)(8x•25 ► ►- ' i' I II ' I -ta ► t HSS 16x8 25 It ' X• T r S3 is 1 - 1 ' , , , , / , I _► � _�-1D` ► J 1NSS _1J6x8)(.25 I I "Sc �16)(xi NSS 8x r1'o f co r a C ___ yr F301 d (D --Go-- - --_- 1 I 8'-3 7/8" ! 8`-3 7/8" t � I I ►Lr -I , , 1 16'-7" 16'-7 3/4" 16'-7" LOW ROOF FRAMING PLAN SCALE: 1/8"=1'-0" REVISIONS NO. DEBCRIPTICN DAMMIT. �p�D E. Jo •,,�� *: No. :* Lot 20036 =�_ STATE OF ��� 4NAL F• THIS DRAWING ANDEAS, 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.(2D09 fftlb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com A][& Associates JA Professional Corporation ' 14351 Quail Pointe Drive Carmel, Indiana 46032 Phone (317) 844-7514 Fax (317) 844-7516 ajobs@ajassociatespc.com DATE: PROJECT NO.: N e � O7 N c{1 � CHECKED BY: FOX AEJ zLUz ROOF FRAMING PLANS 4 SHEET NO.: LU� N w <L 1-U d � Qo��Q —A U LU O > N � (y- LL4 3: U� U CqN DATE: PROJECT NO.: /� 23/1v / � O7 DRAWN B CHECKED BY: FOX AEJ SHEET TITLE: ROOF FRAMING PLANS DRAWING FILES: SHEET NO.: TO[ Y ELE CONCI PER f STONE ARCH. APPROXIMATE GRADE 1/2" EXPANSION JOINT MATERIAL #4 x 2'-0" AT 1 CENTER ON JOIN' SLAB PER PLAN - 2'-0" #4 AT 12" O.C. I SLAB PER PLAN TOP OF SLAB —A -It ELEV. 100'-0" T. W 95 W-�� 8" CMU WALL. GROUT ALL CORES BELOW SLAB SOLID hy -;t TOP OF FOOTING � ELEV. 98'-0 8. ` ,` •: #5 AT 48" O.C. DOWELS WITH 90' Z r • ' STD HOOK FOOTING PER PLAN TYPICAL SECTION AT RESTROOM DOORS SCALE: 3/4"=1'-0" 1/2- EXPANSION 3" JOINT MATERIAL 2'-0" #4 x 2'-0" AT 12" O.C. #4 AT 12" O.C. CENTER ON JOINT SLAB PER PLAN SLAB PER PLAN TOP OF SLAB � ELEV. 100'-0" 4" SOLID CMU ��i��� 8" CMU WALL. GROUT ALL CORES GROUT VOID SOLID BELOW SLAB SOLID TOP OF FOOTING • ' 'I ELEV. 98'-0 4. ;..• '.I , ° •.. `. #5 AT 48" O.C. DOWELS WITH 90' • `— �-0 STD HOOK FOOTING PER PLAN SECTION 3 3/4"=1'-0" S301 I BRACE AT 4'-0" O.C. DD TRUSS PER PLAN I BRACE AT 4'-0" O.C. !USS BEARING 611 .EV. 109'-7'-7" cop, SECTION 2 3/4"=1'-0" 5301 APPROXIMATE GR 1 1/2" CLR. TYPICAL EAVE ELEV. 107'-6" APPROXIMATE TOP OF PIER EL 107'-1" ------------ CONCRETE -------- CONCRETE PIER WITH (12)—#8 VERT. '~- AND (5)—#3 TIES • e • AT 12" O.C. I PIER DETAIL P2 3/4"=1'-0" !301 2x8 TREATED WOOD PLATE WITH 1/2"0 THREADED STUDS WELDED TO TUBE AT 24" O.C. HSS TUBE PER PLAN TOP OF PIER ---- I ELEV. 104'-1" I I I I I I i I i I I I i I I I i I CONCRETE PIER I 1 PER PLAN I i I 1 STONE VENEER PER ARCH. DRAWINGS SLAB PER PLAN SEE CML DRAWINGS FOR SLAB EXTENTS NOTE- SEE O E -SEE TYPICAL PIER AND FOOTING DETAIL ON SHEET S303. 1 1/2" CLR. ! TYPICAL ac) I ft CONCRETE PIER WITH (12)—#8 VERT. AND (5)—#3 TIES • • • • AT 12" O.C. WOOD ROOF DECK PER ARCH. DRAWINGS 4" SOLID CMU — GROUT VOID SOLID I � I � M � SECTION 1 3/4"=1'-0" 5301 TOP OF PIER EL. 104'-1" I—on it—on PIER DETAIL P1 3/4"=1'-0" 5301 WOOD TRUSS PER PLAN SIMPSON H -2.5T SEISMIC CLIP AT EACH TRUSS TRUSS BEARING 6, ELEV. 109'-7" (2)-2x8 TREATED WOOD PLATES WITH 1/2"0 HOOKED ANCHOR BOLTS AT 24" O.C. 8" CMU BOND BEAM WITH (2)—#5 CONT. 8" CMU WALL. REINFORCE WITH (1)—#5 VERT. AT 48" O.C. 1/2" EXPANSION JOINT MATERIAL EACH SIDE OF WALL SLAB PER PLAN GROUT ALL CORES BELOW SLAB SOLID TOP OF SLAB ELEV. 100'-0" TOP OF FOOTING #5 AT 48" O.C. DOWELS ELEV. 98'-0 WITH 90' STD HOOK FOOTING PER PLAN No. 20036 STATE OF � 1,`OA& -*;��&3 E7•A-L, THIS DRAWING AND EAS, 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. {2009 f4lbl Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com A j & Associates 1 1 J A Professional Corporation 14351 Quail Pointe Drive Carmel, Indiana 46032 Phone(317)844-7514 Fax (317) 844-7516 ajobs@ajassociatespc.com DATE: PROJECT NO.: N 09-07 N M V- z z z 0 z DRAWING FILES: SHEET NO.: S3 1 W 4 OL V U VI A w �o � �o � U O � N LLI vz u .n N DATE: PROJECT NO.: Oq/23/10 09-07 DRAWN BY: CHECKED BY: FOX AEJ SHEET TITLE: SECTIONS t DETAILS DRAWING FILES: SHEET NO.: S3 1 AP GR co co m CAI m M cn CD 0 1 ww .,I- . - . - SECTION 5 3/4"=1'-0" 5302 SLAB 100'-0" PL 3/8" CONT. SIMILAR TO PLATE AT EAVE PER SECTION 5/S302. BUTT WELD TOGETHER AT PEAK AND WELD TO EACH SUPPORT TUBE WOOD ROOF DECK PER ARCH. DRAWINGS HSS SUPPORT PER PLAN. NOTCH AT END FOR PL 3/8" FASTEN SHEATHING TO TOP CHORD AT 6" O.C. GABLE ENDWALL TRUSS SECTION 6 3/4"=1'-0"S302 3/16 �— HSS SUPPORT PER PLAN I I i I II 5/8" EXTERIOR GRADE PLYWOOD SHEATHING I I I I I I I I I I I I I I I i FASTEN SHEATHING TO EACH PLATE AND BOTTOM CHORD AT 6" O.C. I i I I I I I I I 1 I I I I I I BRICK VENEER PER ARCH. DRAWINGS I I I I I I I I I I I I I I I I I I I I i I I I 1 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 STONE VENEER PER ARCH. DRAWINGS I I I i 1 I I I I 1 I I I I I I I I SLAB PER PLAN. SEE CIVIL DRAWINGS FOR SLAB EXTENTS I I I I I I i I I I 4" SOLID CMU GROUT VOID SOLID41 ` , (2)-2x8 TREATED WOOD PLATES WITH 1/2-0 HOOKED ANCHOR BOLTS AT 24" O.C. COUNTERSINK IN TOP PLATE 8" CMU BOND BEAM WITH (2)-#5 CONT. ti 8" CMU WALL. REINFORCE WITH (1)-#5 VERT. AT 48" O.C. a OF DECK PER AWINGS t BRACE AT 4'-0" 0.( 11 OD TRUSS PER PLAN 20 BRACE AT 4'-0" 0.( 11 TRUSS BEARING ELEV. 109'-7" 1/2" EXPANSION JOINT MATERIAL EACH SIDE OF WALL II SLAB PER PLAN jI' l TOP OF SLAB �� _r -•fir-: ELEV. 100'-0" GROUT ALL CORES BELOW SLAB SOLID t>'It' : TOP OF FOOTING °ELEV. 98'-0 #5 AT 48" O.C. DOWELS J _ WITH 90' STD HOOK FOOTING PER PLAN 5 1/2" 1'-1" 5 1/2" SECTION 4 3/4"=1'-0" 5302 REVISIONS NO. I DEW-RIPTION DAM/MR. *: No. :* 20036 STATE OFZL ,,Ss,14NA 1C��.�`% E7 THIS DRAWING ANDEAS, 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. (2009 f4lb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Aj & Associates JA Professional Corporation 14351 Quail Pointe Drive Carmel, Indiana 46032 Phone (317) 844-7514 Fax(317)844-7516 ajobs@ajassociatespc.com DATE: PROJECT NO.: N m 09-07 N csl � V— FOX z Oz SECTIONS t DETAILS DRAWING FILES: SHEET NO.: 153(3p'2 JU JU4 U � ' CID V } LU Q� •� 0- �n z � U > 1U LL4 a uz U N DATE: PROJECT NO.: 09/23/10 09-07 DRAWN BY: CHECKED BY: FOX AEJ SHEET TITLE: SECTIONS t DETAILS DRAWING FILES: SHEET NO.: 153(3p'2 HSS TUBE AND CONNECTION SAME AS OPPOSITE SIDE �I NOTE: THIS WELD MUST BE INSPECTED AND A REPORT OF THE INSPECTION MUST BE SUBMITTED TO THE ARCHITECT/ ENGINEER PRIOR TO ERECTION 00 OD CD ITI CD CD c0 1W1 CMU WALL PER ARCH. DRAWINGS (2)-#5 CONT. LAP 3' -0 - AS REQUIRED TOP OF SLAB EL. PER PLAN O W + 12" COORDINATE QUANTITY AND LOCATION OF CONCRETE MASONRY WALLS WITH ARCHITECTURAL DRAWINGS. TYPICAL THICKENED SLAB DETAIL SCALE: NONE 7 1/2" ; 7 1/2" 7 6" 6" DATEMIT. Z\ ADDED THICKENED SLABS .. I z .� I I 11! I I U ' SLOPED TUBE PER PLAN -(4)-3/4"0, A325 BOLTS PL 3/8"x 3"x 1'-0" HSS TUBE PER PLAN. WITH END PL 3/8"x 5"x 1'-1'. ------------ =4 1/4 1/4V II 3/4" END PLATE DETAIL D 1 1/2"=1'-0" S303 �TYP. 1/8-(±) SOFF-CUT SAWN JOINT CL CONTROL JOINT J Q CONSTRUCTION JOINT 1'Ls -� ♦ • L 3/4"006" LONG SMOOTH DOWEL ® 24" O.C. COAT OR WRAP ONE END TO PREVENT BOND CONSTRUCTION JOINT TYPICAL SLAB ON GRADE DETAILS SCALE: 3/4"=1'-0" NOTCH TUBE AS SHOWN AND PROVIDE 3/8"x 8 1/2- PLATES. WELD ALL AROUND TO TUBE TYP 5/16 206 5/16 206 COLUMN CAP DETAIL PER B/S303 1/4 ,I HSS TUBE PER PLAN I � TOP OF PLATE J4 ELEV. 113'-11" itI ( I li � II I it I li ( iI PL 1"x 21"x 1'-9" ( I I I I l i l l i l I I ( I I I S I I i I I I I I I COLUMNS PER DETAIL I I A/S301 I 7" 7" I i I I DETAIL C 3/4"=1'-0" S303 TYP. (3) SIDES N TOP OF PIER ELEVATION .I--- ---- PER PIER DETAILS -_ TOP OF SLAB EL. 100'-0100'-0" TOP OF FOOTING ELEV. 98'-0 90' STD HOOK AT FOOTING PER PLAN ! BOTTOM OF ALL PIER VERTICALS TYPICAL PIER AND FOOTING DETAIL SCALE: NONE I 5/16 2®6 -� TYP. 5/16 2@6 I I TOP OF PLATE ELEV. 108'-1 1/2" I If II L I I I o I II II Iii I I I II I II ( 11. COLUMN TO ' 1 I I I I 1" PL TYP. 1/4 I I I I 1/4" PL TO COLUMN TYP > 1/8 I ( I I P I I 7" 7" I i I I DETAIL B 3/4"=1'-0" 5303 HSS TUBE PER PLAN PL 1"x 21"x 1'-9" PL 1/4"x 12"x 1'-8 1/2" AT ALL (4) SIDES. COLUMNS PER DETAIL A/S301 1'-6" rr-rrrT�r�l�-�-r II IIII IIII II II IllI�II1 1'11I11 II IIII III 1 1 1 CMU WALL, VERTICAL REINF. I I IIII IIII I I I III , IIII I Imo- AND FOOTING DOWELS PER ARCH. DRAWINGS II IIII IIII II II IIII IIII II II IIII IIII II 1 1 IIII IIII I I I I IIII IIII I I II IIII IIII II I I IIII IIII I I IIII IIII I I TOP OF FOOTING i .. ELEV. 96'-0 '—FOOTING PER PLAN CENTER BELOW 18" WALL ABOVE No SECTION 7 3/4"=1'-0" IN S303 10 1/2- 110 11Z 3 1/2" I 7" 7" I 3 1/2" N HSS 6x 0125 TYP. L — -- -0 1- -- / TYP. o ^ 14 L PL 2"x 21"x 1'-9" NON -SHRINK GROUT — N , LEVELING NUTS 1 1/4-0, A1554 (GR. 36) ANCHOR RODS WITH HEAVY HEX NUTS DOUBLE NUTS I I I I I DETAIL Q 3/4"=1'-0" S303 �I -TOP OF PIER h i 6 l M REVISIONS NO. DESMFTION DATEMIT. Z\ ADDED THICKENED SLABS 05.27.09 z zOz DRAWING FILES: SHEET NO.: 11! U ' N Al LUU LU LLI d V �oOL � >_o V��0 G%ST JO���'i _* NO. -�: 20036 STATE OF Of s/fill I ONAL���```. THIS DRAWING ANDEAS, 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. (2009 f4lb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com AT & Associates JA Professional Corporation 14351 Quail Pointe Drive Carmel, Indiana 46032 Phone(317)844-7514 Fax(317)844-7516 ajobs@ajassociatespc.com DATE: PROJECT NO.: N m 09-07 N � CHECKED BY: FOX z zOz DRAWING FILES: SHEET NO.: 11! U ' N LUU LU LLI d V �oOL � >_o Q U —1 O > N LL4LU U � U N DATE: PROJECT NO.: Oq/23/10 09-07 DRAWN BY: CHECKED BY: FOX AEJ SHEET TITLE: SECTIONS t DETAILS DRAWING FILES: SHEET NO.: Oo 00 m w Cn (D CD CD co CONTROL JOINT MATERIAL DUR-O-WALL D/A 2001, D/A 2003 OR EQUAL i •R / REINFORCE WALL EACH SIDE PLAN OF JOINT. BAR SIZE TO MATCH TYP. WALL REINFORCEMENT (OMIT AT UNREINFORCED WALL) �� II I L IL ° a MASONRY CONTROL JOINT NOTES: Il IT 2'-0' Il 13 1. SEE ARCH. DWGS. FOR CONTROL JOINT LOCATIONS. MAXIMUM Il a SPACING OF JOINTS = 20'-0". D Il ff - 2. DISCONTINUE HORIZONTAL JOINT REINFORCING AT CONTROL a - JOINTS. d 2' a Ir 3. STOP BOND BEAM REINFORCING a a 2" FROM CONTROL JOINT. �� �� ADD 3'-0" DOWEL x REINFORCING SIZE. ® ' ' `� ' F BREAK OR 18B0ND WITH 0 E SIDE MASTIC 01M DOWEL ELEVATION TYPICAL MASONRY CONTROL JOINT SCALE: NONE 2'-0' i REINFORCE EVERY CORE WITH (1)-#5 FULL HEIGHT MP -1 2'-8- r y. REINFORCE EVERY CORE WITH (1)-#5 FULL HEIGHT MP -4 `- REINFORCE EVERY CORE WITH (1)-#5 FULL HEIGHT 2'-4' 77 REINFORCE EVERY CORE WITH (1)-#5 FULL HEIGHT a' -o' V -REINFORCE EVERY CORE WITH (1)-#5 FULL HEIGHT MP -5 PROVIDE HORIZONTAL JOINT REINFORCING AT 8" O.C. IN ALL REINFORCED PIERS. EXTEND 16" INTO BED JOINT BOTH SIDES. CONTINUE TYPICAL JOINT REINFORCING THRU PIER. SEE MASONRY NOTES ON THIS SHEET. REINFORCING FOR MASONRY PIERS SCALE: NONE CMU WALL METAL STRAP CONNECTOR 11/2" WIDE x 1/4" THICK 0 48" O.C. 04 1 24" cV GROUT CORE FULL HEIGHT INTERIOR _/ CMU WALL / VERT. WALL REINFORCING INTERIOR OR EXTERIOR CMU WALL TYPICAL MASONRY WALL OPENING SCALE: NONE TO CORNER 2-#5 30x30 0 EA. CORNER 'A' TYPICAL CORNER BAR SIZE Fy = 40 ksi Fy = 60 ksi #3 (2)-#5 - 30"00" / #4 1'-6" 2'-3" AT EACH CORNER 1'-9" 2'-9" F 3'-3' 4'-9" #7 4'-3" 7'-6" Ij jjj +�r , / 71177777; / / '/7/77i jK '� ( } w 0 o OL VERT. REINF. - - Il . - - - U �(L 5 O ® t# G STEEL LINTEL . 8 (MATCH WALL a Il PRECAST LINTEL �- Il U REINFORCING) N fl ----- oa;aI 'jIla- - IlIlI} aIl bIl Il a ta98 nSEE PROVIDE ANCHORS -- si Il Il -rI ------ TYPICAL LINemsEL BEARING DETAIL Il -- � IlIl i_ - _MASONRY MASONRY - ��--``- OPENING 9.8 fl � -- Il - Il!Il - OPENING Il -p --- e (2)-#6 VERT.- a e �,-� ---- EACH CORE - -Il- ' -Il -Aa - '- i rn K=EM 0 lgr__3 - 8 DEEP BOND BEAM j ;-- - -- -- - - - Il a { a A ...... ate (OMIT 0 DOOR OPN'G,) ae If a IIn a n r r TYPICAL MASONRY WALL OPENING SCALE: NONE TO CORNER 2-#5 30x30 0 EA. CORNER 'A' TYPICAL CORNER EXTEND BOND BEAM REINF. ALL THE WAY TO EDGE 'B' TYPICAL INTERSECTION TYP. BOND BEAM CORNER REINFORCING SCALE: NONE VERT. REINFORCING PEI LINTEL BEARING DETAIL 'A' TYPICAL CORNER 'B' TYPICAL INTERSECTION C TYPICAL JAMB NOTES: 1. REINFORCING SHOWN IS IN ADDITION TO REINFORCING SHOWN ON PLANS AND SPECIAL DETAILS. 2. REINFORCING SIZE SHALL MATCH TYPICAL WALL REINFORCEMENT. 3. VERTICAL REINFORCING NOT REQUIRED IN UN -REINFORCED WALLS. TYPICAL MASONRY WALL CORNER REINFORCING SCALE: NONE LINTEL NOTES: 1. STEEL LINTELS IN EXTERIOR WALLS SHALL BE GALVANIZED (U.N.O.). 2. STEEL LINTELS IN INTERIOR WALLS SHALL BE SHOP PAINTED WITH A PRIMER AND A TOP COAT. REINFORCE PER PIER DETAIL. OMIT AT UN - REINFORCED WALLS CMU WALL PROVIDE HORIZONTAL JOINT REINFORCEMENT WHERE SHOWN 8" MINIMUM II ELEVATION 1/2"0 x 6" HEADED STUDS WELDED TO TOP OF LINTEL BEAM. PLACE (1) DIRECTLY OVER BEARING, BALANCE AT 16" O.C. (MAXIMUM). GROUT FIRST COURSE ABOVE LINTEL BEAM SOLID 1/4 BOTTOM PLATE NON -SHRINK GROUT REINF. PER PLAN (LAP BARS AT SPLICES AND AT VERTICAL DOWELS THAT EXTEND FOUNDATION) SEE SCH ON DWG. F1.0 FOR U HORIZONTAL REINFORC AT 16" O.C. ABOVE FL AND 8" O.C. BELOW F DISCONTINUE REINFOR( AT CONTROL JOINTS. GROUT ALL CORES WI' VERTICAL STEEL SOLID FULL HEIGHT OF WALL NOTE: 1. PROVIDE HORIZONTAL REINFORCING IN ALL WALLS. 2. PROVIDE ADDITIONAL BARS AT WALL INTERSECTIONS AND CORNERS AND AS SHOWN ON DETAILS. 3. GROUT ALL CORES BELOW FINISHED FLOOR ELEVATION. 4. LAP HORIZONTAL JOINT REINFORCING 16" AT SPLICES. TYP. REINFORCED WALL SCALE: NONE LINTEL BEAM PER PLAN 6" EA. END 1/4 3012 BEARING PLATE: 3/8°x 8'x AS REQ'D. WITH (2)-11/2"0 x 6 LONG HEADED STUD ANCHORS REINFORCE WITH (2)-#6 (1 EA. FACE) UNDER LINTEL BEARING. GROUT SOLID TYPICAL LINTEL BEARING DETAIL SCALE: NONE VERT. REINF. (CONT. THRU BOND BEAM) CORE FILLED SOLID WITH FINE GROUT (2)-#5 HORIZ. REINFORCING #3 SPACERS 0 48" O.C. CMU BOND BEAM PROVIDE BOND BEAMS WHERE SHOWN ON ARCHITECTURAL AND STRUCTURAL PLANS AND SECTIONS. TYPICAL BOND BEAM SCALE: NONE MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES" (ACI 530). 2. CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION" (ACI 530.1). 3. CONCRETE MASONRY CONSTRUCTION SHALL BE INSPECTED AS REQUIRED BY THE "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION" (ACI 530.1). 4. CONCRETE MASONRY CONSTRUCTION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'M) OF 2,000 PSI AT 28 DAYS. 5. COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL MEET OR EXCEED 2,800 PSI. 6. MORTAR SHALL BE TYPE M BELOW GRADE AND TYPE M OR S ABOVE GRADE PROPORTIONED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C270 OR C476. 7. MASONRY CORES WITH REINFORCEMENT, BOND BEAMS AND OTHER CORES SHOWN TO BE FILLED WITH GROUT SHALL BE FILLED WITH A COARSE GROUT WITH A MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 3/4" MAXIMUM AGGREGATE AND 8" SLUMP. 8. GROUT LIFT HEIGHTS SHALL NOT EXCEED 5'-0". GROUT POUR HEIGHTS SHALL MEET THE REQUIREMENTS OF ACI -530. 9. AT SPLICES OF REINFORCEMENT BARS PROVIDE A LAP SPLICE. LENGTH OF SPLICE SHALL BE PER SCHEDULE ON THIS SHEET. 10. PROVIDE GALVANIZED STEEL WIRE JOINT REINFORCEMENT IN ALL MASONRY CONSTRUCTION. REINFORCEMENT SHALL BE CONTINUOUS AND BE LAPPED SIXTEEN INCHES AT SPLICES. CUT REINFORCEMENT AT ALL CONTROL AND EXPANSION JOINTS. SPACE REINFORCEMENT AT 8" ON CENTER FOR PARAPETS AND BELOW BUILDING FLOOR ELEVATION. ELSEWHERE SPACE REINFORCEMENT AT 16 INCHES ON CENTER. HORIZONTAL REINFORCEMENT SHALL BE TRUSS TYPE WITH W1.7 WIRES. 11. MAINTAIN VERTICAL BAR POSITION DURING GROUTING OPERATIONS. BAR POSITIONERS SHALL BE DUR-O-WALL D/A 815 OR 817 (ONE BAR PER CORE) OR D/A 816 (TWO BARS PER CORE) OR EQUAL. PROVIDE POSITIONERS AT 48" ON CENTER. PROVIDE A MINIMUM OF TWOPOSITIONERS PER BAR. 12. AT BEAM BEARINGS PROVIDE TWO 1/2" DIAMETER X 1 -3"HOOKED ANCHORS. SPACE ANCHORS AT STANDARD GAGE FOR BEAM. 13. BEAMS, LINTELS, JOISTS, ETC. SHALL BEAR ON BOND BEAMS OR REINFORCED HOLLOW MASONRY UNITS WITH CORES FILLED SOLID WITH GROUT. SEE DRAWINGS FOR OTHER REQUIREMENTS. REINFORCING BAR LAP SPLICE SCHEDULE MASONRY CONSTRUCTION BAR SIZE Fy = 40 ksi Fy = 60 ksi #3 (2)-#5 - 30"00" / #4 1'-6" 2'-3" AT EACH CORNER 1'-9" 2'-9" F 3'-3' 4'-9" #7 4'-3" 7'-6" Ij U +�r , / 71177777; / / '/7/77i jK '� ( } w 0 o OL .� a z BOND BEAM � O U �(L O i i lu &_ i 1.1_ ' 1 �- EXTEND BOND BEAM REINF. ALL THE WAY TO EDGE 'B' TYPICAL INTERSECTION TYP. BOND BEAM CORNER REINFORCING SCALE: NONE VERT. REINFORCING PEI LINTEL BEARING DETAIL 'A' TYPICAL CORNER 'B' TYPICAL INTERSECTION C TYPICAL JAMB NOTES: 1. REINFORCING SHOWN IS IN ADDITION TO REINFORCING SHOWN ON PLANS AND SPECIAL DETAILS. 2. REINFORCING SIZE SHALL MATCH TYPICAL WALL REINFORCEMENT. 3. VERTICAL REINFORCING NOT REQUIRED IN UN -REINFORCED WALLS. TYPICAL MASONRY WALL CORNER REINFORCING SCALE: NONE LINTEL NOTES: 1. STEEL LINTELS IN EXTERIOR WALLS SHALL BE GALVANIZED (U.N.O.). 2. STEEL LINTELS IN INTERIOR WALLS SHALL BE SHOP PAINTED WITH A PRIMER AND A TOP COAT. REINFORCE PER PIER DETAIL. OMIT AT UN - REINFORCED WALLS CMU WALL PROVIDE HORIZONTAL JOINT REINFORCEMENT WHERE SHOWN 8" MINIMUM II ELEVATION 1/2"0 x 6" HEADED STUDS WELDED TO TOP OF LINTEL BEAM. PLACE (1) DIRECTLY OVER BEARING, BALANCE AT 16" O.C. (MAXIMUM). GROUT FIRST COURSE ABOVE LINTEL BEAM SOLID 1/4 BOTTOM PLATE NON -SHRINK GROUT REINF. PER PLAN (LAP BARS AT SPLICES AND AT VERTICAL DOWELS THAT EXTEND FOUNDATION) SEE SCH ON DWG. F1.0 FOR U HORIZONTAL REINFORC AT 16" O.C. ABOVE FL AND 8" O.C. BELOW F DISCONTINUE REINFOR( AT CONTROL JOINTS. GROUT ALL CORES WI' VERTICAL STEEL SOLID FULL HEIGHT OF WALL NOTE: 1. PROVIDE HORIZONTAL REINFORCING IN ALL WALLS. 2. PROVIDE ADDITIONAL BARS AT WALL INTERSECTIONS AND CORNERS AND AS SHOWN ON DETAILS. 3. GROUT ALL CORES BELOW FINISHED FLOOR ELEVATION. 4. LAP HORIZONTAL JOINT REINFORCING 16" AT SPLICES. TYP. REINFORCED WALL SCALE: NONE LINTEL BEAM PER PLAN 6" EA. END 1/4 3012 BEARING PLATE: 3/8°x 8'x AS REQ'D. WITH (2)-11/2"0 x 6 LONG HEADED STUD ANCHORS REINFORCE WITH (2)-#6 (1 EA. FACE) UNDER LINTEL BEARING. GROUT SOLID TYPICAL LINTEL BEARING DETAIL SCALE: NONE VERT. REINF. (CONT. THRU BOND BEAM) CORE FILLED SOLID WITH FINE GROUT (2)-#5 HORIZ. REINFORCING #3 SPACERS 0 48" O.C. CMU BOND BEAM PROVIDE BOND BEAMS WHERE SHOWN ON ARCHITECTURAL AND STRUCTURAL PLANS AND SECTIONS. TYPICAL BOND BEAM SCALE: NONE MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES" (ACI 530). 2. CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION" (ACI 530.1). 3. CONCRETE MASONRY CONSTRUCTION SHALL BE INSPECTED AS REQUIRED BY THE "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION" (ACI 530.1). 4. CONCRETE MASONRY CONSTRUCTION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'M) OF 2,000 PSI AT 28 DAYS. 5. COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL MEET OR EXCEED 2,800 PSI. 6. MORTAR SHALL BE TYPE M BELOW GRADE AND TYPE M OR S ABOVE GRADE PROPORTIONED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C270 OR C476. 7. MASONRY CORES WITH REINFORCEMENT, BOND BEAMS AND OTHER CORES SHOWN TO BE FILLED WITH GROUT SHALL BE FILLED WITH A COARSE GROUT WITH A MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 3/4" MAXIMUM AGGREGATE AND 8" SLUMP. 8. GROUT LIFT HEIGHTS SHALL NOT EXCEED 5'-0". GROUT POUR HEIGHTS SHALL MEET THE REQUIREMENTS OF ACI -530. 9. AT SPLICES OF REINFORCEMENT BARS PROVIDE A LAP SPLICE. LENGTH OF SPLICE SHALL BE PER SCHEDULE ON THIS SHEET. 10. PROVIDE GALVANIZED STEEL WIRE JOINT REINFORCEMENT IN ALL MASONRY CONSTRUCTION. REINFORCEMENT SHALL BE CONTINUOUS AND BE LAPPED SIXTEEN INCHES AT SPLICES. CUT REINFORCEMENT AT ALL CONTROL AND EXPANSION JOINTS. SPACE REINFORCEMENT AT 8" ON CENTER FOR PARAPETS AND BELOW BUILDING FLOOR ELEVATION. ELSEWHERE SPACE REINFORCEMENT AT 16 INCHES ON CENTER. HORIZONTAL REINFORCEMENT SHALL BE TRUSS TYPE WITH W1.7 WIRES. 11. MAINTAIN VERTICAL BAR POSITION DURING GROUTING OPERATIONS. BAR POSITIONERS SHALL BE DUR-O-WALL D/A 815 OR 817 (ONE BAR PER CORE) OR D/A 816 (TWO BARS PER CORE) OR EQUAL. PROVIDE POSITIONERS AT 48" ON CENTER. PROVIDE A MINIMUM OF TWOPOSITIONERS PER BAR. 12. AT BEAM BEARINGS PROVIDE TWO 1/2" DIAMETER X 1 -3"HOOKED ANCHORS. SPACE ANCHORS AT STANDARD GAGE FOR BEAM. 13. BEAMS, LINTELS, JOISTS, ETC. SHALL BEAR ON BOND BEAMS OR REINFORCED HOLLOW MASONRY UNITS WITH CORES FILLED SOLID WITH GROUT. SEE DRAWINGS FOR OTHER REQUIREMENTS. REINFORCING BAR LAP SPLICE SCHEDULE MASONRY CONSTRUCTION BAR SIZE Fy = 40 ksi Fy = 60 ksi #3 1'-3" 1'-9" #4 1'-6" 2'-3" #5 1'-9" 2'-9" #6 3'-3' 4'-9" #7 4'-3" 7'-6" REVISIONS N0. I DESCRIPTION DATE/MIT. LA A ZA ����r�urrr►rriii �p�D E. �o •,,p" =* No. *__ 20036 STATE OF ���,��1` '•• �ND l ANP.• '�`;`�� /1111110�` E' THIS DRAWING ANDEAS, 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. (2009 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com A JA& Associates Professional Corporation 14351 Quail Pointe Drive Carmel, Indiana 46032 Phone(317)844-7514 Fax(317)844-7516 ajobs@ajassociatespc.com DATE: PROJECT NO.: N Cl) 09-07 N til � V z ND z oz TYPICAL MASONRY DETAIL DRAWING FILES: SHEET NO.: lu Ul U +�r , Q jK '� ( } w 0 o OL .� a z � O U �(L O N.4 lu &_ J 1.1_ ' 1 �- U N DATE: PROJECT NO.: 09/23/10 09-07 DRAWN BY: CHECKED BY: FOX AEJ SHEET TITLE: TYPICAL MASONRY DETAIL DRAWING FILES: SHEET NO.: ELECTRICAL SITE PLAN E100 SCALE: I" = 30'-0" 00 00 v CD M cc 5' CD CD cc z c E it W { a LU Z .' z W Z ca J w �e U co d O t l W IU { W ` I z J 4. LU` — m 0, Z' CU L J x REVISIONS NO. DESCRIPTION DATE/INIT. DRAIN ft LU : 5LN H Q ELECTRICAL SITE PLAN DRAUNO FHLEs: W SHEET NQ: LU 4 W N z < OL V Q Q V Q J, W w I w Z ( V 4 LL 11111111111111, .� OB E RZ iF'•,. ZZ.•-Q,G\STER�rp•�' �C) . No. 13968.1 =moi O : STATE 4r . .c1OF AL ,,W X11 THIS DRAIHNO AND THE IDEAS, OES M ANO CONCEPTS CONTANEO HEREN ARE THE EXCLUSIVE NTEu.ECTUAL PROPERTY Of THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODUCED. N NNW OR N PART. wTHOUT THE ■NTTEN CONSENT OF THE SCHNEIDER CORPORATOL CWMM; HTEO BY THE SCHNEHDER CORP. 2001 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis. IN 46216-1037 Telephone: 317.826.7100 Fox: 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: Q 11.10.01 O DRAIN ft LU : 5LN H Q ELECTRICAL SITE PLAN DRAUNO FHLEs: W SHEET NQ: LU E100 W N z < OL V Q Q V Q J, W w I w Z ( V 4 LL o_ W E [1L 0C DC H � w LU Q T< J — Z 1 V Q 1O W O � � < V DATE: PRO.RCT N0.: 11.10.01 4377.003 DRAIN ft CHECKED BY: DRM 5LN SHEET TITLE: ELECTRICAL SITE PLAN DRAUNO FHLEs: SHEET NQ: E100 00 00 m N CD co CD CD Ca X GENERAL NOTES: A. All 120v., 20 amp circuits over 100' in lengtn snail De #1u Awu. B. Conduit system shall be EMT above grade and PVC below grade.. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Refer to sheet E601 for Light Fixture Schedule and details. F. Refer to sheet E601 for panel schedule. G. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in PLAN NOTES: OContractor shall install a junction box on top of the beam at each light fixture location. From there the fixtures shall be wired as shown in Detail 2 (this sheet) Contractor shall install all conduit above beams from junction box to junction box for a clean and neat installation. CLO 103 Junction box -1 N SO cord to fixture Power conduit t O � \ _ / Seal weathertight at junction box Pavilion structure ` 'W1' type light fixture. Refer to Light Fixture Schedule. r � i j Mount per \ l Manufacturer's "recommendations / Pavilic structs 2 'W1' TYPE LIGHT FIXTURE MOUNTING DETAIL EI01 SCALE: NONE 6 7 8 9 10 II 11 I i l I � ' I I ' D2 i II EO TYP. W1 -b ❑ ❑ w6—b--4—Vi b ❑ ❑ __--W1 a b W _— QL PA -3 PA3 O PA -3 1 PA -3 1 PA -3 0 0 l o o I l I I I I � ❑❑ A ❑ a PAVILION I ❑ I C10a Ci 104 PA 1 oa C1 a I � � - 0 PA -1 I C1 I ( ISTOR GE PA -1 PA -1 I a LM I I i I J PA -1 Cioa 10 C1 PA -1 o a PA -1 C1oa I I OC1 PA -1 1 i °a C1 � I W i I _ Wi � PA 1 0a � C1 W1 PA -1 oa ❑ ❑ PA -3 _ ❑ ❑ PA 3 PA -1 Cioa i PA -3 - o ❑ ❑ ❑ - - --__ _ ❑ ClPA-1 I I ❑❑ ❑❑ El LIGHTING PLAN E101 SCALE: I/B11 = 1'-00 REVISIONS W. I DESCRIPTION DATUINIT. A LU � %�� pBE R4 • �� •moi 13968 1o: STATE W 0 OFF fill,ONA i F.��`�� \MA _. n . TNS DRANO ANO THE IDEA& DES M AHO CONCEPTS CONTANED HHETEN ARE THE EXMUS A NTELLECTUAL PROPERTY Or THE SCNNEOER COfIPORATr 4 AND ARE NOT TO K USED OR REPRDDDCED. N WHOLE OR N PART. ■TROUT THE VATTEN CONSENT Or THE SCHNEOER CORPORATOL SdNWILAX��'r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis. IN 46216-1037 Telephone: 317.826.7100 Fox: 317.826.7200 www, sch neidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS ' LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: Q PROXCT ND.: O LU � Q DRM SLN SHEET TITLE: W LU PLAN DRAIM rLES: Wcin (c 2 n QQ OL � z V J Q Q UJ OCL LU Z — � OL W LL O Ui W E 0 DC LU N W � LU Q Q � J W Z = V v J O � � � V � DATE: PROXCT ND.: 11.10.04 4377.003 WAM BY. CHECKED " DRM SLN SHEET TITLE: LIGHTING PLAN DRAIM rLES: SHEET NO.: E101 00 00 N CD cfl CD (D N G Z_ E Cn Lu n Z 1 W z{� U)� Zw O Cn . w± _J j OC - Off, Z U O� 6 7 5 8 9 3 I I 10 2 1 I I r r 1 1 , r 1 r 1 °o ❑❑ 41 r_ 1 ❑ ❑ , ❑ [J Electrl ❑ ❑ ❑ ❑ ' -� _ ' Service ❑_ Meter , ❑ ° -LJ❑ p ❑ _�-- - `�- ❑ ' ' � � GFI ❑ [3G� I _ ❑ p EF -1 ' , G UWP PA 8 - - F GFI 24^ GFI P - p o M +24' +2 I A-4 ' PA -6 B - - EF -1 � PA -9 PA -12 PA -2 PAVILION ' r 104 I r GENERAL NOTES. � WOMENS 0 I a I GFI , A. All 120v., 20 amp circuits over 100' in length shall be #10 AWG. G M PA -9 24" MENS STROOM PA -12' l PA -6 RESTROOM 102 o ' 1 STORAGE � , B. Conduit system shall be EMT above grade and PVC below grade. 101 GFI/W ' I I FI/WP105 , F ' C. Contractor shall coordinate with all other trades to avoid conflicts of space. +24" +24" 4 P24" ' ' $ 0 , , ' PA -4 D. Contractor shall coordinate the exact location of all devices with all other A-1 ❑ ❑ ' _ _ _ ❑ ❑ PA -8 r trades prior to rough -in. Exact location to be determined in the field. ' � E -2 1 ` ❑ ❑ ___. _ -- - o ❑ ❑ ❑ - -- - �_ ❑ 13GFI PA -10 Panel PA ��\ ❑❑ p❑__ I _ ___--___ ___ ❑❑ °❑ GFI E. Refer to sheet E601 for riser diagram. CLO\� _ ° _- _ _ _ _ -- — _ _ _ _ _ -_ r ° [7I _ ❑ ❑ F. Refer to sheet E601 for panel schedule. 103 a \\ ` — I �J 1 ° ° - ❑ ❑ -�- PA 9 \ �-- — Install (2) empty , Cl G. Contractor shall coordinate with the mechanical and plumbing contractors for 1 _ o p WH -AN 4"C below grade ° ❑ ❑ _ exact locations of equipment prior to rough -in p ❑ i PA-11,1with pull cords.3 � Refer to riser diagram for feeder sizes - 2 and the civil plans for continuation to Utility Co.'s Transformer C Circuit PA -7 for new park sign. PLAN NOTES. exact locationVerify and O requirements with Contractor shall stub empty 4"C up above the floor just inside the building. Architect prior to ODisconnect for water heater connection. Verify mounting height with bidding. location of water heater. POWER $ SYSTEMS PLAN SCALE: 1/8" = 1'-0" OB E R4 No. 13968 STATE Z Z � /or ,V0 s/ ONA"%%?.``. W DO DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTANED HEREN ARE THE ExCLUSNE NTELLECTM PROPERTY of THE SCHNEIDER COPORATOK AND ARE NOT TO BE USED OR REPAODLICM N N+OLE OR N PART. ■TROUT THE VOTTEN CONSENT Or THE SCHNEIDER CORPORATION, cOPWN G HIED BY THE SCHNEOER CORP. 2001 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis. IN 46216-1037 Telephone: 317.826.7100 Fox: 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 PROACT NM: 11.10.09 O DRAIN er. W DRM 5LN Q POWER t SYSTEMS PLAN 0-� U.1 SHEET NO.: LU n,� W C,4 ,n OL L v Z V l � �[ J LU 0- QV OL 0-� WO W OB E R4 No. 13968 STATE Z Z � /or ,V0 s/ ONA"%%?.``. W DO DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTANED HEREN ARE THE ExCLUSNE NTELLECTM PROPERTY of THE SCHNEIDER COPORATOK AND ARE NOT TO BE USED OR REPAODLICM N N+OLE OR N PART. ■TROUT THE VOTTEN CONSENT Or THE SCHNEIDER CORPORATION, cOPWN G HIED BY THE SCHNEOER CORP. 2001 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis. IN 46216-1037 Telephone: 317.826.7100 Fox: 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: PROACT NM: 11.10.09 O DRAIN er. W DRM 5LN Q POWER t SYSTEMS PLAN ORAING FILES U.1 SHEET NO.: LU n,� W C,4 ,n OL L v Z V l � �[ J LU 0- QV OL WO W o � LU LU Q Q J to Z = V v_ LO LU \� V DATE: PROACT NM: 11.10.09 4377.003 DRAIN er. CHECKED BY: DRM 5LN S/EET TITLE: POWER t SYSTEMS PLAN ORAING FILES SHEET NO.: E102 00 00 N rn em -4 - CD M CQ CD CD .. Z i E Wi .. a. 20 AMP 1 Pole U.O.N. Cir. No. <Load (KW)> Remarks Light Rec, Heat A/C Equip. Other Other Equip. A/C Heat Rec. Light Lts Rest room/Storage 0.6 Z - - - - 1 20 0_ 2 - - - - 0.4 - Recpt. WP/GFI Rest room Lts. Pavillion 0.6 Light Fixture Schedule fluorescent light fixture LU Dry -type transformer 3 Z W 0.4 Recpt. WP/GFI Storage Spare ® Fire and Communication ,W1, Incandescent or compact fluorescent downlight. See fixture schedule for lamp type � - 42W LED 120 Type Manufacturer Model No. .Lamps Lamp Type Volts Mounting Description Lightolier C420LEDDL40K CCLW - LED down light - 4-1/2" aperture, comfort clear white flange Frame Kit - C420LED1 with frame kit. 'Cl - 20W LED / 4000°K 120 Recessed Ceiling Recpt. GFI Storage Park Sign Wall mounted incandescent or compact fluorescent light fixture ® Combination fire alarm horn/strobe Z U U Cn m 0 1.5 7 8 ® 0.4 Recpt. GFI Storage EF -s (3) Wall mounted exit sign � Fire alarm thermal detector 0.5 9 10 Fire alarm duct detector 0.8 (� WH -A Single pole switch ERCO 34253.000 LED Flood Surf Telephone Terminal Board 2.0 11 12 Telephone outlet location, 3/4" conduit with pullwire to above accessible ceiling 0.6 N { W ' J i IX WM 1 W , o 0 c Z 1r 7 U w 13 14 dip Single pole switch with pilot light Data outlet location, 3/4" conduit -with pullwire to above accessible ceiling Dimmer switch I --Q Microphone jack �• 15 16 Call back Switch with thermal overloads SQ Ceiling speaker $3 Three-way switch Wall mounted speaker 17 18 �• Magnetic hold open H Keyed push button kill switch I-© -Clock location EY Disconnect switch E -Q 19 20 Motor starter Circuiting Combination motor starter/disconnect Conduit system concealed above ceiling 21 22 Surface mounted conduit system Power >� Duplex receptacle — — — Conduit system under floor Duplex receptacle horizontally mounted 23 24 Quad receptacle © Junction box 0 Ground fault interupt receptacle ('}-- Conduit up >� WP Weatherproof, ground fault interupt receptacle 25 26 0 Computer receptacle with "computer only" engraved faceplate. Hubbell #PJ8C Note •9 Single plex receptacle Not all symbols listed above are shown on plans. The symbol legend is used for reference of symbols shown on plans. See specifications for information related to symbols. O 27 28 29 30 1.2 4.0 Connected load (KW) 3.0 Demand load (KW) Legend Total Demand (KW) Feeder Calculated ± � = 1 Pole = 2 Pole = 3 Pole Light Rec. Heat A/C Equip. Other Total Fed From: Wire Size: Conduit: Total Demand Amps = ± 34.2A 1.2 3.0 - - 4.0 - 8.2 Connection to structural steel of bldg. 3/0 CU 3/0 CU Connect to cold water system 3!0 CU To concrete encased electrode (in min. of 2" concrete within or near bottom of foundation/footing with min. of 20'-0" of bare copper Neutral bus .conductor not smaller than #4 AWG) 3/0 CU � Disc. link Equipment At main ground bus ) Panel board PA (3) 3/4" copperweld 10' long ground rods To dry transformer(s) 3/0 CU 3/0 CU Water meter Inside the Janitor's Closet E-- Cold water pipe 3/0 CU 3/0 CU shunt 10' min. 3/0 CU to around water meter (Typ. for 3 or 4 rod water meter grounding field) E.C. shall follow this detail for proper grounding connections ELECTRICAL SERVICE Panel PA METER 100A 120/240V, 1 -ph, 3w M.C.B. Grounding Detail Service Entrance Rated 30 Ckts No Scale M Utility Company pad mounted For concrete Transformer transformer pad details/requirements Is/requirements call Shirley Hunter @ Duke Energy Grade Floor To Utility Company's Pole. Refer a sheet refer to grounding detail and r for Location of Pole g g and routing of conduit. on this sheet. (verify all Utility information 4"C 4"C - 1-1 4"C1 #8 Gnd 4"C 4"C -1-1/4"C with Shirley Hunter (Duke Energy - 896-6711 prior to any working being done). RISER DIAGRAM �1 V111M M No Scale Voltage: - 120/240V Main: - 100A MCB Amps: - 100A PANEL "PA" Bus: - Copper Phase: - 1 Mounting: - Surface Wire: - 3 Location: - Janitor Closet EM FE] r= Remarks <Load (KW)> Cir. No. 20 AMP 1 Pole U.O.N. Cir. No. <Load (KW)> Remarks Light Rec, Heat A/C Equip. Other Other Equip. A/C Heat Rec. Light Lts Rest room/Storage 0.6 NL - - - - 1 20 0_ 2 - - - - 0.4 - Recpt. WP/GFI Rest room Lts. Pavillion 0.6 a2'x2' fluorescent light fixture LU Dry -type transformer 3 4 0.4 Recpt. WP/GFI Storage Spare ® Fire and Communication ,W1, Incandescent or compact fluorescent downlight. See fixture schedule for lamp type � - 42W LED 120 ace Mount Recpt. GFI Storage Voltage: - 120/240V Main: - 100A MCB Amps: - 100A PANEL "PA" Bus: - Copper Phase: - 1 Mounting: - Surface Wire: - 3 Location: - Janitor Closet EM FE] r= Remarks <Load (KW)> Cir. No. 20 AMP 1 Pole U.O.N. Cir. No. <Load (KW)> Remarks Light Rec, Heat A/C Equip. Other Other Equip. A/C Heat Rec. Light Lts Rest room/Storage 0.6 NL - - - - 1 20 0_ 2 - - - - 0.4 - Recpt. WP/GFI Rest room Lts. Pavillion 0.6 a2'x2' fluorescent light fixture LU Dry -type transformer 3 4 0.4 Recpt. WP/GFI Storage Spare ® Fire and Communication Q Incandescent or compact fluorescent downlight. See fixture schedule for lamp type � 5 6 Compact fluorescent downlight with emergency battery backup (switched) 0.4 Recpt. GFI Storage Park Sign Wall mounted incandescent or compact fluorescent light fixture ® Combination fire alarm horn/strobe 1-Q 1.5 7 8 ® 0.4 Recpt. GFI Storage EF -s (3) Wall mounted exit sign � Fire alarm thermal detector 0.5 9 10 Fire alarm duct detector 0.8 Recpt. GFI Storage WH -A Single pole switch T.T.B. Telephone Terminal Board 2.0 11 12 Telephone outlet location, 3/4" conduit with pullwire to above accessible ceiling 0.6 Recpt. GFI Rest room 13 14 dip Single pole switch with pilot light Data outlet location, 3/4" conduit -with pullwire to above accessible ceiling Dimmer switch I --Q Microphone jack �• 15 16 Call back Switch with thermal overloads SQ Ceiling speaker $3 Three-way switch Wall mounted speaker 17 18 �• Magnetic hold open H Keyed push button kill switch I-© -Clock location EY Disconnect switch E -Q 19 20 Motor starter Circuiting Combination motor starter/disconnect Conduit system concealed above ceiling 21 22 Surface mounted conduit system Power >� Duplex receptacle — — — Conduit system under floor Duplex receptacle horizontally mounted 23 24 Quad receptacle © Junction box 0 Ground fault interupt receptacle ('}-- Conduit up >� WP Weatherproof, ground fault interupt receptacle 25 26 0 Computer receptacle with "computer only" engraved faceplate. Hubbell #PJ8C Note •9 Single plex receptacle Not all symbols listed above are shown on plans. The symbol legend is used for reference of symbols shown on plans. See specifications for information related to symbols. O 27 28 29 30 1.2 4.0 Connected load (KW) 3.0 Demand load (KW) Legend Total Demand (KW) Feeder Calculated ± � = 1 Pole = 2 Pole = 3 Pole Light Rec. Heat A/C Equip. Other Total Fed From: Wire Size: Conduit: Total Demand Amps = ± 34.2A 1.2 3.0 - - 4.0 - 8.2 Electrical Symbols Legend El Lighting II,IO.00t � Duplex receptacle mounted above counter or sink. Coordinate with furniture prior to installation LU 2'x4' fluorescent light fixture ® Special purpose receptacle as noted on drawings EM 2'x4' fluorescent light fixture with emergency battery inverter ballast (switched) m Power pole EM/NL ter ballast (non -switched) 2'x4' fluorescent light fixture with emergency battery invercu � 208/120v. Panel board NL 2'x4' fluorescent light fixture (non -switched) ® 480/277v. Panel board ® 1'x4' fluorescent light fixture � Motor connection ® 1'x4' fluorescent light fixture with emergency battery inverter ballast (switched) Q Kitchen rough -in a2'x2' fluorescent light fixture LU Dry -type transformer EM 2'x2' fluorescent light fixture with emergency battery inverter ballast (switched) Plug strip � 4' long fluorescent strip light fixture ® Fire and Communication Q Incandescent or compact fluorescent downlight. See fixture schedule for lamp type � Fire alarm,pull station OEM Compact fluorescent downlight with emergency battery backup (switched) � Combination fire alarm pull station/horn/strobe b Wall mounted incandescent or compact fluorescent light fixture ® Combination fire alarm horn/strobe 1-Q Wall mounted H.I.D. Light fixture © Fire alarm strobe light ® Ceiling mounted exit sign /P% Fire alarm smoke detector Wall mounted exit sign � Fire alarm thermal detector Wall mounted emergency battery pack light fixture R "o Fire alarm duct detector Switches F.A.C.P. � Fire Alarm Control Panel Single pole switch T.T.B. Telephone Terminal Board Single pole key operated switch Telephone outlet location, 3/4" conduit with pullwire to above accessible ceiling Momentary contact switch Telephone/data outlet location, 3/4" conduit with pullwire to above accessible ceiling dip Single pole switch with pilot light Data outlet location, 3/4" conduit -with pullwire to above accessible ceiling Dimmer switch I --Q Microphone jack �• Fusable switch H Call back Switch with thermal overloads SQ Ceiling speaker $3 Three-way switch Wall mounted speaker Four-way switch �• Magnetic hold open H Keyed push button kill switch I-© -Clock location EY Disconnect switch E -Q C.A.T.V. Location Motor starter Circuiting Combination motor starter/disconnect Conduit system concealed above ceiling Surface mounted conduit system Power >� Duplex receptacle — — — Conduit system under floor Duplex receptacle horizontally mounted Homerun. Conduit system to panel as noted on drawings >0 Quad receptacle © Junction box 0 Ground fault interupt receptacle ('}-- Conduit up >� WP Weatherproof, ground fault interupt receptacle • Conduit down 0 Computer receptacle with "computer only" engraved faceplate. Hubbell #PJ8C Note •9 Single plex receptacle Not all symbols listed above are shown on plans. The symbol legend is used for reference of symbols shown on plans. See specifications for information related to symbols. O Floor mounted duplex receptacle • ````��►un uuN���i .� `���� AN qf.G�STERt' 13968 ; o: � STATE THIS ORArNO AND THE IDEAS, DEStCA14 AND CONCEPTS CONTAINED NEREN ARE THE ElctluevE ]INTELLECTUAL PROPERTY Or THE SC►NEOER CpIPdtAT►al, AND ARE NOT TO K USED OR REPRODUCED. N ►f►OiLE OR N PART, NTNO►Ji THE VIR1iTECONSENT N A�' THE SC�OER Indianapolis, 11 ®caPrraarEo 6Y T►E SCMNEOER CORP. (soo►)I I ScMeider V at THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue IN 46216-1037 Telephone: 317.826.7100 Fox: 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 � II,IO.00t 4377,003 cum e+r: LU ORM SLN t— W ELECTRICAL SCHEDULES t DETAILS ORAMNG :>LES: SHEET NO.: E601 LU W 4 C,UJ OL � Z Q �[ Q J OQC LU Z IL w O W ````��►un uuN���i .� `���� AN qf.G�STERt' 13968 ; o: � STATE THIS ORArNO AND THE IDEAS, DEStCA14 AND CONCEPTS CONTAINED NEREN ARE THE ElctluevE ]INTELLECTUAL PROPERTY Or THE SC►NEOER CpIPdtAT►al, AND ARE NOT TO K USED OR REPRODUCED. N ►f►OiLE OR N PART, NTNO►Ji THE VIR1iTECONSENT N A�' THE SC�OER Indianapolis, 11 ®caPrraarEo 6Y T►E SCMNEOER CORP. (soo►)I I ScMeider V at THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue IN 46216-1037 Telephone: 317.826.7100 Fox: 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: � II,IO.00t 4377,003 cum e+r: LU ORM SLN t— W ELECTRICAL SCHEDULES t DETAILS ORAMNG :>LES: SHEET NO.: E601 LU W 4 C,UJ OL � Z Q �[ Q J OQC LU Z IL w O W _ IDC rIly D p� DC r- N W '� }- � W Z V v_ J IL1..1 LL � V DATE: PROACi NQ: II,IO.00t 4377,003 cum e+r: ol►EaEo 8Y: ORM SLN SHEET n>11.E: ELECTRICAL SCHEDULES t DETAILS ORAMNG :>LES: SHEET NO.: E601 00 00 nn CD CD CD M 3 'Z^^ i � W a W z 0. WnA& ►A - Z;CU U t Zw E W' . J W ca o '1 Z ca _t V O � m 6 7 5 8 g 3 10 4 nation. Transitions by She0 soffit vent ter 11 I I ' I I � 1 1 , I I — _ it Metal Corltractor. 13❑ EF -1 6"pEl 225 o EF2 ❑ o❑ ❑ ❑ El C] + ' _ I I ❑ ❑ , , -_ ❑❑ - _ ' � 1 I ❑ o - - F-1 + � - + 6 0 i 225 ' I ' + 1 ' I � ❑— °❑ --- ❑ ° - , °❑ � MVAC PLAN SCALE: I/8° V-0° = Exhaust Fan Schedule Electrical Area AirC111 f pB E Rt , fill &L Connection Mark Model low Static Pressure Weight Remarks Served (CFM) (in. w.g.) Voltage Phase Power (lbs) (V) (QJ) (Watts) EF -1 Toilet Greenheck 225 .25 120 1 83 21 1,2,3,4 SP -A250 EF -2 Toilet Greenheck 75 .25 120 1 80 10 1,2,3,4 SP -8110 Notes: Approved Bidders: 1. Gravity back draft damper by Fan MFR. 1. Greenheck 2. Direct drive with solid state speed controller. 2. Twin City 3. Disconnect by Fan MFR. 3. Loren Cook. 4. Fan shall operate from disconnect. pB E Rt , fill &L NO.: ate_ oma_ �.'�,, No.139680:= STATE NO oRA..lc AND THE bEAs, oE9GNS AND CONCEPTS CONTAINED ICpEM ARE TI+E Exd.USIvE INTELLECTUAL PROPERTY Or THE SCIt100ER CORPORATION, AND ARE NOT TO BE USED OR REPRWLCD, N TfaE OR N PART. NTNOUT THE Iii1TTEN CONSENT OF THE SCIlIEOER cORPORAT10u. Schn6k:6r THE SCHNEIOER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317,826.7100 Fox: 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 O � Q F— W :K Q W —1 V- U.1 N � ce < Q z a W Z W W O W V Q � � w U1 N }— J w Q = V g Z J � LO w 0 � � LL11L— 11 — DATE: PRWECT NQ: 11.10.0A 4377.003 oRAT.I Sr c:1+EEocEo er. JTL JWO SHEET TITLE: HVAC PLAN oRnr.+c FILES: SHEET NO.: � V NO.: 00 00 i m Cn (D CD CD M. General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code aproved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Slope all horizontal water piping to drain into water pit. 2 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 ° °' �— ❑❑ � ❑o 1 1 1 1 — I 2 1 l 1 1 1 1 1 1 1 I 1 l 1 1 1 1 1 ❑ ❑. 1 ❑ 1 1 I 1 \ — _ 1 2"Domestic water Extend to 5'-0" I PLUMBING WATER PLAN SCALE: 1/8" = I'-0" 6 5 I I I1 I I I I\ 1 1 I 1 i I I1 I C1 ❑ — I I 1 1 I CO -A L ❑ C3_ � ILII ❑ ❑ 1 1 1 I 1 I -1 H 1 FD -A ` ° I DF -1 H 1 I L-1 H �4,. W I ' a❑ I E=-2�* a aste. CO -A 1 to 3'-0" bldg. line. 6"Sanitary aste Extend to 5'-0" beyond bldg. line. See site utility plan for continuation. PLUMBING WASTE PLAN SCALE: 1/8" = I'-0" / �■ .j m V ' c s Z,.,� LU a Z Z LU co Z3 jjJ U O W VJ LU :J LU �•� W o 011 rr ZX L O l c c • 00 PRO,ECT Na: 11.10.0q O cum$ er. W GJR 5LFI Q PLUMBING PLAN DUVM FLES nu LLI {.L W U-1 p- N LJ_, O Q ? V / Q Q M& J W W Z Q V Q 0 J U- W UJ0 -� No. 13968 STATE W O mac/ • C�y��'•'ND /0NA1. THIS ORAWC AND THE IDEAS, DESIMS AND CONCEPTS CONTANED HEREN ARE THE EXMUSFWE NTELLECT" PROPERTY OF THE SCHOMER COWMTKK AND ARE NOT TO BE USED OR REPRMLICED. N MHOLE OR N PART. TNTHOUT THE VATTTOI CONSENT OF THE SCHNEIDER CORPORAIM. THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fox: 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: PRO,ECT Na: 11.10.0q O cum$ er. W GJR 5LFI Q PLUMBING PLAN DUVM FLES LLI {.L W U-1 p- N LJ_, O Q ? V / Q Q � �[ Q J W W Z Q V Q Q J U- W UJ0 Q SQL ul N W Q Q � � W Z LO UJ O � � LL— V I J1 DATE: PRO,ECT Na: 11.10.0q 4377.03 cum$ er. CHECKED ft GJR 5LFI SHEET TITLE: PLUMBING PLAN DUVM FLES SHEET NO.: I F, 101 Oo 00 CD co CD CD to 4„VTR 12„V I 1 ■ , 1 I ,� �12"v 1 � 1 V ♦ �' 1 1 CO -A • 1 1 22"V �1"V i i i 4"W ,� L-1 H ' I t I t Tf 2"V t t `p L-1 H 2"V i i 2"V �.Y \` 1 � � 2,.V �� 2"W WC -1H 2"V i �,� •�� 2„W I t 1 X41 2"V i i FD -A rNWC-1 4"W4"W WC -1H 1 ,4"W I� 2"V 1 �V , WC -1 CO -A 6"W 2-VJ1 I 1 i f 1 1 I 4"W UR -1 i i it i I 1� i i i 1p'V UR -1 H ' 11„V_ t I 2 \��j i 3 W FD -A 1 � �11--V It i i I FDA �� i MS -1 /J I 1 1 I 1 I 1 1 -1H L-1 H 0TT WASTE AND VENT SCHEMATIC NOT TO SCALE PLUMBING SYMBOLS AND ABBREVIATIONS — — Cold water piping (CW) — — — — Hot water piping (HW) --------------------------- Vent piping (V) REMARKS Sanitary below grade or slab (W) 3/4” 1 -11 ® Floor drain or Roof drain — — Shutoff valve in pipe B 900 Elbow down (drop in pipe) — —0 900 Elbow up (rise in pipe) co Clean out in floor — Vertical pipe drop out of bottom of — horizontal pipe — --ems Vertical pipe rise out of top of horizontal — pipe 5020 W-20 FD Floor drain LV Lavatory UR Urinal VTR Vent thru roof WC Water closet WH Water heater WATER HAMMER ARRESTOR SCHEDULE MARK I.P.S. F.U. RATING J.R. SMITH NO. WADE NO. ZURN NO. REMARKS A 3/4” 1 -11 5005 W-5 100 P.D.I. CERTIFIED B 1" 12-32 5010 W-10 200 P.D.I. CERTIFIED C 1" 33-60 5020 W-20 300 P.D.I. CERTIFIED D 1" 61 - 113 5030 W-50 400 P.D.I. CERTIFIED E 1" 114-154 5040 W-75 500 P.D.I. CERTIFIED F 1" 155-330 5050 W-100 600 P.D.I. CERTIFIED NOTE: LOCATE WATER HAMMER ARRESTOR IN AN ACCESSIBLE LOCATION. From water supply source —� 4 P601 Pipe discharge to water pit. NOTE: This contractor to provide for testing and certification per state requirements. ,-,— Line size shut-off (typ.) — ) To system itting eded. (typ.) BACKFLOW PREVENTER DETAIL 3 NOT TO SCALE Pro01 ASME T&P relief valve Extend drain +2" above rim of mop sink. - F RPZBP washed gravel. WATER PIT DETAIL 2 NOT TO SCALE P601 Zia cn E S Ix -1 _ W '\a LLI ZI3 Z 3 W z Z i in m Z w O V 1 u) 7 r • LLI J W — C � cis O Z = i t I U oCD Thermal expansion tank similar and equal to Amtrol #ST -12 [— CW main 4 -HW t I �- mW Thermometer Wall bracket, if not provided by mfgr., shall be constructed of angle iron sutable for support of unit. (MV A), locate below water ' level in water heater. N.C. N.C. I I 4"HW, to 4"CW, to mop sink mop sink. WATER HEATER DETAIL I NOT TO SCALE P601 PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION PIPE CONNECTIONS (IN) SIMILAR AND EQUAL TO ACCEPTABLE MANUFACTURERS HW CW W V NO. SWEET NO.: 1 —� LU W Cq TOTO #CT 705 AMERICAN STANDARD, ELJER, KOHLER, ZURN WATER CLOSET - Vitreous china, floor mtd., siphon jet, automatic v O SEAT: Z WC -1 battery powered flush valve, top spud, elongated bowl, open front _ 1 4 2 CENTOCO #1500STSCC OLSONITE, BENEKE, CHURCH 0-6 seat less cover, chrome plated brass supply. � J U- FLUSH VALVE: LL w E aLLU �[ ae F - SLOAN ROYAL #8111 ZURN TOTO #CT 705L AMERICAN STANDARD, ELJER, KOHLER, ZURN WATER CLOSET -Vitreous china, floor mtd., siphon jet, automatic Q Z SEAT: WC -1H battery powered flush valve, top spud, elongated bowl, open front _ 1 4 2 CENTOCO #1500STSCC OLSONITE, BENEKE, CHURCH � seat less cover, chrome plated brass supply. LL - V FLUSH VALVE: SLOAN ROYAL #8111 ZURN LAVATORY - Vitreous china, wall hung, battery powered automatic faucet on 8" centers, flat plate strainer, cast brass trap with co., TOTO #LT307 AMERICAN STANDARD, KOHLER, ELJER L-1 Hloose key stops, chrome plated supplies, concealed arm support, 2 2 12 1 a FAUCET: SLOAN #EBF -187 8 -ADM CHICAGO offset tailpiece & protective covering like lavgard. Mount @34" to rim, to suit ADA. MOP SINK - Floor mounted, 24" X 24", molded stone. Provide FIAT #MSB-2424,#1453BB,#MSG2424, #832AA SWAN, MUSTEE, STERN WILLIAMS MS -1 hose with hanger, service faucet with vacuum breaker, p -trap, ss 3 2 strainer, ss wall guards. Seal at wall. SPEAKMAN #SC -5814 CHICAGO, ZURN, SLOAN WH -A WATER HEATER - Electric, shelf mounted, 19 gal. storage, 2000 _ - BRADFORD WHITE #LD-WH2OL3 RHEEM, STATE, A.O. SMITH watt element, 240V., 10, energy saver. MIXING VALVE - Thermostatically controlled, temperature and MV -A pressure compensated. Provide with unions, check stops, shut off 4 4 - - LAWLER #61-15 LEONARD, SYMMONS, BRADLEY valve & thermometer. FD -A FLOOR DRAIN - Cast iron, nickel bronze round flat strainer, vandal _ _ 2 - ZURN #ZN-415-6B-VP, #Z-1000 J.R. SMITH, JOSAM, WATTS, MIFAB proof secured top. Provide with deep seal p -trap. RPZBP REDUCED PRESSURE ZONE BACKFLOW PREVENTER - Make _ 12 _ WILKINS #975XL WATTS, FEBCO, ITT LAWLER and model as approved by the Ind. Dept. of Health. HB -A HOSE BIBB - Chrome plated, brass valve, metal wheel handle, 4 _ - WOODFORD #24-2 CHICAGO, ZURN, SLOAN integral vacuum breaker. DF -1 DRINKING FOUNTAIN - Stainless steel top, barrier free style, _ 2 12 1 OASIS #FLF201 PM HALSEY TAYLOR, HAWS, ELKAY touch pads, bottle filler. Provide p -trap, supplies and stops. • PR"CT NQ: 11.10.0 4377.003 DRAW W. LU GJR SLN W DETAI L5 ORATAW ME& SWEET NO.: 1 —� LU W Cq < v O M& Z V`,— Q Q_ Y Q J W of W I W o Z 0-6 ""jillIM111'r QB E RC �� ��• • •G15TER�r �i 13968 STATE 4! CJOF y ON A1- ��o•`�• TMs ORATING ANO THE IDEAS. 0E506 NO CONCEPTS CONTANEO HEREN ARE THE EXMUSIVE NTELLECTM PROPERTY OF THE SCHNOOER CORPORATION, NO ARE NOT TO BE USED OR wewucm N 18101E OR N PART, wTHOUT THE 1Ifi,TTEN CONSENT Or THE SC NEIDER CORPORATION, 000PMONTEDBYTHES000MCOW42001AI Scrveider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fox: 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: PR"CT NQ: 11.10.0 4377.003 DRAW W. LU GJR SLN W DETAI L5 ORATAW ME& SWEET NO.: 1 —� LU W Cq < v O Z V`,— Q Q_ Y Q J W of W I W o Z 0-6 � J U- ` W LL w E aLLU �[ ae F - = JQW V Q Z LO J UJ O� � LL - V DATE: PR"CT NQ: 11.10.0 4377.003 DRAW W. 0ECKED ft GJR SLN SWEEP nBING SCHEDULES t DETAI L5 ORATAW ME& SWEET NO.: 1