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HomeMy WebLinkAboutPacket for BZA 05-26-20 I\15416141.1 CITY OF CARMEL BOARD OF ZONING APPEALS May 26, 2020 Carmel Clay Public Library Renovation and Expansion 55 – 4th Avenue SE Carmel, IN Docket Numbers: PZ-2020-00030 SUA; PZ-2020-00042 V; PZ-2020-00044 V; PZ-2020-00045 V; PZ-2020-00046 V; PZ-2020-00047 V; and PZ-2020-00051 V Timothy E. Ochs, Esq. ICE MILLER LLP Attorney for Petitioner (317) 236-5952 I\15416141.1 CITY OF CARMEL BOARD OF ZONING APPEALS May 26, 2020 Carmel Clay Public Library Renovation and Expansion 55 – 4th Avenue SE Carmel, IN Docket Numbers: PZ-2020-00030 SUA; PZ-2020-00042 V; PZ-2020-00044 V; PZ-2020-00045 V; PZ-2020-00046 V; PZ-2020-00047 V; and PZ-2020-00051 V TABLE OF CONTENTS 1. Executive Summary 2. Aerial Location Map 3. Zoning Map 4. Site Plan 5. Building Elevations 6. Landscaping Plans 7. Civil Drawings 8. Responses to Staff Questions and Comments 9. Findings of Fact 10. Ballots I\15416289.1 EXECUTIVE SUMMARY The Carmel Clay Public Library Building Corporatio n (the “Petitioner”) seeks an Amendment to a Special Use and six Development Standards Variances for the renovation and expansion of the existing Main Library located at 55 4th Avenue SE. The proposed renovation would add a 238 space parking garage south of the existing library building that would also include a dedicated bicycle repair station and bicycle parking. Access to and from the proposed parking garage to the library would occur via an enclosed pedestrian bridge. The exterior of the library will be upgraded and will include a new primary entrance facing Main Street. The renovation will allow the addition of much needed community meeting space within the library to meet the growing demand for the various programs, presentations and seminars conducted at the Library. No new permanent structures are propo sed on the Petitioner’s property located west of 4th Avenue SE, but new landscaping on both sides of 4th Avenue SE will be included. Site History, Current Zoning and Surrounding Uses: The Main Library is located on an approximately 6 acre site on the southeast corner of Main Street and 4th Avenue SE along with an approximately 2.5 acre sit e on the southwest corner of Main Street and 4th Avenue SW, which southwest parcel is used solely for surface parking and stormwater detention. The Main Library received a Special Use to allow construction at this site in 1997. The site was then and still remains zoned R-2. Adjacent zoning is R-2 to the south and east, with R-4 to the west and a mix of B-5, B-3 and R-2 to the north. Adjacent uses include a church to the east, Carmel High School to the north, an elementary school to the south and multifamily to the west. The Petitioner believes t he library to be ideally situated to serve the students of the adjacent schools as well as the surrounding residents of Carmel, with ease of access by vehicles, bikes and pedestrians. Approvals Requested: 1. Amendment of Special Use granted originally granted in 1997, UDO Section 2.09, Permitted Use, Institutional Special Use Expansion. 2. Development Standards Variance, UDO Section 2.10, Maximum 35’ building height permitted, 52’ requested. 3. Development Standards Variance, UDO Section 2.10, Maximum 35% Lot Coverage allowed, 62.1% requested. 4. Development Standards Variance, UDO Section 5.02.B, Minimum 25’ Parking Garage setback behind library building face as accessory structure along 4th Ave SE required, 0’ requested. 5. Development Standards Variance, UDO Sections 5.78.F, 5.19.F, Minimum 25’ side yard setback (and/or 30’ landscape buffer) along east/side property line required, 5’ requested. 6. Development Standards Variance, UDO Section 5.30, Minimum 511 parking spaces required, 407 requested. 7. Development Standards Variance, UDO Section 1.07.E requires compliance with the Transportation Plan. The Thoroughfare Plan Map shows a 76-ft wide street right of way for Main Street and a 90-ft wide right of way for 4th Street SE, and Petitioner is requesting a reductio n and elimination of the immediate requirement to improve the dedicated right-of-way. Page 10 of 12 Filename: special use application & instructions 2020 Rev. 1/2/2020 BALLOT SHEET - SPECIAL USE FINDINGS OF FACT CARMEL BOARD OF ZONING APPEALS (Petitioner only fills out first 2 blanks) Docket No. : _________________________ Petitioner: _________________________ 1.______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ 2._____________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ 3._____________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ 4._____________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ 5._____________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ 6._____________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ DATED THIS __________ DAY OF ______________________, 20 ____. _____________________________________ Board Member Page 10 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner only fills out first 2 blanks) Docket No.: ______________________________________________ Petitioner: ______________________________________________ 1. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 2. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 3. _________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ DATED THIS ________________ DAY OF ______________________________________, 20 ___________. ______________________________________________ Board Member Page 10 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner only fills out first 2 blanks) Docket No.: ______________________________________________ Petitioner: ______________________________________________ 1. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 2. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 3. _________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ DATED THIS ________________ DAY OF ______________________________________, 20 ___________. ______________________________________________ Board Member Page 10 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner only fills out first 2 blanks) Docket No.: ______________________________________________ Petitioner: ______________________________________________ 1. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 2. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 3. _________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ DATED THIS ________________ DAY OF ______________________________________, 20 ___________. ______________________________________________ Board Member Page 10 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner only fills out first 2 blanks) Docket No.: ______________________________________________ Petitioner: ______________________________________________ 1. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 2. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 3. _________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ DATED THIS ________________ DAY OF ______________________________________, 20 ___________. ______________________________________________ Board Member Page 10 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner only fills out first 2 blanks) Docket No.: ______________________________________________ Petitioner: ______________________________________________ 1. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 2. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 3. _________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ DATED THIS ________________ DAY OF ______________________________________, 20 ___________. ______________________________________________ Board Member Page 10 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner only fills out first 2 blanks) Docket No.: ______________________________________________ Petitioner: ______________________________________________ 1. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 2. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ 3. _________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ DATED THIS ________________ DAY OF ______________________________________, 20 ___________. ______________________________________________ Board Member Hamilton County, Indiana Parcel Boundary (public) May 15, 2020 0 0.04 0.080.02 mi 0 0.065 0.130.0325 km 1:2,400 Hamilton County compiled this map. 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NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE LAYOUT PLAN C200 GENERAL LAYOUT NOTES: OHU OHU OHU OHU OHU OHU OHU GGOHU OHUOHUGGGGOHU OHU OHU OHU OHU OHU OHU GGOHU OHUOHUGGGGSTOPSTOPSTOPSTOPPROPOSED BMP & ACCESS EASEMENTYIELDYIELDYIELDYIELDYIELDYIELD YIELD YIELD YIELD YIELD YIELD OHU OHU OHU OHU OHU OHU OHU GGOHU OHUOHUGGGGB B B H D HH DD E DD E HH G G G HH G E DD E E B B B DD B B II II II II II A A AA A BB AA AA R R T T S S U U U U G G G D D E E FF GG GG GG J J KK KK KK LL LL LL LL E E E E E E G G MM E V NN NN NN NN NN NN NNNN NN NN NN NN NN DD DD DD V V U U V V V U V V V U GG V N K PP Z RR U U V GG SITE PLAN NOTES: W A B C D E F G H I J K L M N O P Q R S T U V Y X Z AA BB CC DD EE FF GG II HH JJ KK LL MM NN OO PP QQ RR SS A1 TT MATERIALS LEGEND: A B UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE LAYOUT PLAN C201 GENERAL LAYOUT NOTES: 4TH AVE SE4TH AVE SE L D GC DD J JJ J J C E V V L SITE PLAN NOTES: W A B C D E F G H I J K L M N O P Q R S T U V Y X Z AA BB CC DD EE FF GG II HH JJ KK LL MM NN OO PP QQ RR SS A1 TT MATERIALS LEGEND: A B UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE LAYOUT PLAN C202 GENERAL LAYOUT NOTES: LIBRARY GARAGE BRIDGE 5/14/2020 11:15:39AMCARMEL CLAY PUBLIC LIBRARY RENOVATION │KEY PLAN© 2019 RATIO │2020-02-1218104.0001" = 20'-0"BZA-1 1 KEY PLAN 1 2 3 4 5 6 7 8 9 10 11 EXISTING MECHANICAL YARD WITH BRICK SCREEN WALL (TO REMAIN), REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION NEW TRASH ENCLOSURE REVISED 5/14/2020 FIRST LEVEL 100'-0" SECOND LEVEL 118'-0" ROOF PEAK 151'-9" EXISTING ALUMINUM STOREFRONT WINDOWS EXISTING STANDING SEAM METAL ROOF TO REMAIN EXISTING BRICK TO REMAIN NEW BRIDGE BETWEEN LIBRARY AND GARAGE NEW METAL PANEL CLADDING TO MATCH EXISTING FASCIA EXISTING DOORS TO REMAINNEW BRICK TO MATCH EXISTING EXISTING BRICK TO REMAIN EXISTING METAL CLADDING TO REMAIN NEW ALUMINUM CURTAIN WALL, COLOR TO MATCH EXISTING NEW LOW-SLOPE ROOF WITH ALUMINUM FASCIA TO MATCH EXISTING FIRST LEVEL 100'-0" SECOND LEVEL 118'-0" ROOF PEAK 151'-9" NEW BRICK TO MATCH EXISTING EXISTING GREEN METAL PANEL NEW ALUMINUM CURTAIN WALL, COLOR TO MATCH EXISTING EXISTING STANDING SEAM METAL ROOF EXISTING GREY METAL FASCIA NEW NORTH ENTRANCE FACING MAIN STREETEXISTING ALUMINUM STOREFRONT WINDOWS 36'-1"EXISTING BRICK NEW LOW-SLOPE ROOF WITH ALUMINUM FASCIA TO MATCH EXISTING NEW METAL PANEL CLADDING COLUMN WRAPSNEW CAFE WITH PATIO AND METAL AWNING NEW AWNING, COLOR TO MATCH EXISTING METAL WALL PANELS HORIZ. ALUMINUM TUBE SUN SHADES FIRST LEVEL 100'-0" SECOND LEVEL 118'-0" ROOF PEAK 151'-9" EXISTING ALUMINUM STOREFRONT WINDOWS EXISTING STANDING SEAM METAL ROOF TO REMAIN EXISTING BRICK TO REMAIN EXISTING METAL CLADDING TO REMAIN EXISTING LOUVERS TO REMAIN NEW BRIDGE BETWEEN LIBRARY AND GARAGE TO MATCH EXISTING NEW BRICK SCREEN NEW DRIVE-UP BOOK DROP WINDOW EXISTING DOOR TO REMAINNEW SOUTH ENTRANCE NEW METAL PANEL CLADDING TO MATCH EXISTING FASCIA NEW METAL PANEL CLADDING TO MATCH EXISTING FASCIA NRE BRICK TO MATCH EXISTING NEW TRASH ENCLOSURE WITH GATE NEW LOADING DOCK DOOR FIRST LEVEL 100'-0" SECOND LEVEL 118'-0" ROOF PEAK 151'-9" NEW BRICK TO MATCH EXISTING NEW ALUMINUM CURTAIN WALL, COLOR TO MATCH EXISTING NEW LOW-SLOPE ROOF WITH ALUMINUM FASCIA TO MATCH EXISTING NEW METAL PANEL CLADDING COLUMN WRAPS NEW BRIDGE FROM GARAGE TO LIBRARY NEW ALUMINUM CURTAIN WALL, COLOR TO MATCH EXISTING EXISTING STANDING SEAM METAL ROOF TO REMAIN NEW METAL PANEL CLADDING COLUMN WRAPS NEW BRICK TO MATCH EXISTING NEW ALUMINUM CURTAIN WALL, COLOR TO MATCH EXISTING NEW AWNING, COLOR TO MATCH EXISTING METAL WALL PANELS NEW METAL PANEL CLADDING COLUMN WRAPS NEW LOW-SLOPE ROOF WITH ALUMINUM FASCIA TO MATCH EXISTING NEW MECHANICAL MEZZANINE, METAL WALL PANEL TO MATCH EXISTING FASCIA NEW METAL PANEL CLADDING TO MATCH EXISTING FASCIA NEW WALK-UP BOOK DROPS NEW AWNING, COLOR TO MATCH EXISTING METAL WALL PANELS HORIZ. ALUMINUM TUBE SUN SHADES 3/16/2020 5:07:54 PMCARMEL CLAY PUBLIC LIBRARY RENOVATION │PROPOSED LIBRARY ELEVATIONS© 2019 RATIO │2020-02-1218104.0001/16" = 1'-0"BZA-2 3 LIBRARY EAST ELEVATION 1/16" = 1'-0"BZA-2 2 LIBRARY NORTH ELEVATION 1/16" = 1'-0"BZA-2 4 LIBRARY SOUTH ELEVATION 1/16" = 1'-0"BZA-2 1 LIBRARY WEST ELEVATION BRICK SCREEN WALL PROVIDES VISUAL SCREENING OF MECHANICAL CHILLERS, ELECTRICAL TRANSFORMER, ELECTRIC METER AND GAS METER REVISED 05/14/2020 PERFORATED METAL SCREEN OVER CAST-IN-PLACE CONCRETE STRUCTURE, TWO COLORS (LIGHT AND DARK) BRICK BASE TO MATCH EXISTING LIBRARYALUMINUM STOREFRONT ENTRANCE SYSTEM NEW METAL PANEL CLADDING TO MATCH EXISTING FASCIA BRICK BASE TO MATCH EXISTING LIBRARY BRIDGE TO LIBRARY 24'-0"4'-0"28'-0"PERFORATED METAL SCREEN OVER CAST-IN-PLACE CONCRETE STRUCTURE, TWO COLORS (MEDIUM AND DARK) BRICK BASE TO MATCH EXISTING LIBRARYEGRESS DOOR 24'-0"4'-0"28'-0"38'-4"GARAGE GROUND TIER 100'-0" GARAGE SECOND TIER 111'-6" GARAGE THIRD TIER 121'-10" BRIDGE TO LIBRARY PERFORATED METAL SCREEN OVER CAST-IN-PLACE CONCRETE STRUCTURE, TWO COLORS (LIGHT AND DARK) BRICK BASE TO MATCH EXISTING LIBRARY ENTRY ALUMINUM STOREFRONT ENTRANCE SYSTEM NEW METAL PANEL CLADDING TO MATCH EXISTING LIBRARY FASCIA BRICK BASE TO MATCH EXISTING LIBRARY38'-4"6'-2"10'-4"11'-6"PERFORATED METAL SCREEN OVER CAST-IN-PLACE CONCRETE STRUCTURE, TWO COLORS (MEDIUM AND DARK) BRICK BASE TO MATCH EXISTING LIBRARY ENTRY/EXITENTRY/EXIT ACCESS DRIVE BRIDGE TO LIBRARY 28'-0"16'-0"34'-10"9'-0"38'-4"9'-0"2'-5"3/16/2020 5:13:18 PMCARMEL CLAY PUBLIC LIBRARY RENOVATION │GARAGE EXTERIOR ELEVATIONS© 2019 RATIO │2020-02-1218104.0001" = 10'-0"BZA-3 5 GARAGE WEST ELEVATION 1" = 10'-0"BZA-3 8 GARAGE SOUTH ELEVATION 1" = 10'-0"BZA-3 6 GARAGE NORTH ELEVATION 1" = 10'-0"BZA-3 7 GARAGE EAST ELEVATION 9'-6"6"METAL COPING CAP TO MATCH EXISTING BUIDLING OPERABLE METAL GATES (POST MOUNTED) GRADE 26'-0" FIRST LEVEL 100'-0" METAL COPING CAP TO MATCH EXISTING BUIDLING BRICK VENEER OVER CMU BLOCK TO MATCH EXISTING BUIDLING GRADE6"9'-9"METAL COPING CAP TO MATCH EXISTING BUIDLING BRICK VENEER OVER CMU BLOCK TO MATCH EXISTING BUIDLING OPERABLE METAL GATES (POST MOUNTED) GRADE9'-9"6"10'-0"5/14/2020 11:30:07AMCARMEL CLAY PUBLIC LIBRARY RENOVATION │EXTERIOR DETAILS© 2019 RATIO │2020-02-1218104.0001/4" = 1'-0"BZA-4 9 DUMPSTER ENCLOSURE-SOUTH ELEVATION 1/4" = 1'-0"BZA-4 11 DUMPSTER ENCLOSURE-NORTH ELEVATION 1/4" = 1'-0"BZA-4 10 DUMPSTER ENCLOSURE-EAST/WEST ELEVATION IMAGES ABOVE ARE PRECEDENT IMAGES FOR THE PARKING GARAGE FACADE PERFORATED METAL PANELS. THE INTENT IS FOR THE METAL PANELS TO PROVIDE VISUAL SCREENING AND PASSIVE VENTILATION. IMAGES ABOVE IS AN EXAMPLE OF METAL GATE. 05-14-2020 - SHEET ADDED PROTECT SIGNAL LIGHT POLE, REFER TO C-SERIES DRAWINGS SALVAGE ELEPHANT AND STORE FOR OWNER CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CFCFCFCFCFCFCFSALVAGE LUMBER, USE PER PLAN SALVAGE BENCHES AND TRASH CANS, STORE FOR OWNER SALVAGE BENCHES AND TRASH CANS, STORE FOR OWNER SALVAGE BENCHES AND TRASH CANS, STORE FOR OWNER SALVAGE BIKE RACKS, BENCHES AND TRASH CANS, STORE FOR OWNER SALVAGE DUMPSTER, PROVIDE TO OWNER SALVAGE PLANTERS, STORE FOR OWNER EXISTING TREE, 18" EXISTING TREE, 12" EXISTING TREE, 18" EXISTING TREE, 18" EXISTING TREE, 18" EXISTING TREE, 18" EXISTING TREE, 12" EXISTING TREE, 36" EXISTING TREE, 24" EXISTING TREE, 12" EXISTING TREE, 24" EXISTING TREE, 8" EXISTING TREE, 18" EXISTING TREE, 15" SALVAGE SCULPTURE, USE PER PLAN SALVAGE SCULPTURE, USE PER PLAN 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLYSITE PREPARATION PLAN CF CF TWL TWL SITE PREPARATION NOTES 1.REFER TO GENERAL PROJECT NOTES PRIOR TO BEGINNING THE SITE REMOVAL SCOPE OF WORK. 2.REFER TO CIVIL AND MEP CONTRACT DOCUMENTS FOR UTILITY REMOVALS. 3.CLEAR SITE OF EXISTING VEGETATION UNLESS NOTED OTHERWISE. 4.REMOVAL OF EXISTING PAVEMENTS AND CURBS INDICATED SHALL INCLUDE ALL AGGREGATE BASE MATERIAL. PROVIDE CLEAN SAWCUT EDGES WHERE PAVEMENT TO BE REMOVED ABUTS PAVEMENT TO REMAIN. 5.CONTRACTOR TO STUDY THE CONTRACT DOCUMENTS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY WITH THE SITE DEVELOPMENT PLANS. 6.REFER TO THE MAINTENANCE OF TRAFFIC PLAN FOR TEMPORARY SIGNAGE, BARRIERS AND MISCELLANEOUS FACILITIES REQUIRED DURING CONSTRUCTION. 7.REFER TO CIVIL DRAWINGS FOR PROVISION OF TEMPORARY POWER SITE PREPARATION LEGEND CONSTRUCTION FENCE TEMPORARY WORK LIMIT TREE PROTECTION FENCE REMOVE TREE 1.TREE PROTECTION FENCING SHALL BE 4'-0" HEIGHT GALVANIZED STEEL CHAIN LINK FENCE WITH IN-GROUND POSTS DIRECT BURIED. NO CONSTRUCTION TRAFFIC, MATERIAL OR EQUIPMENT STORAGE SHALL BE ALLOWED WITHIN FENCE LIMITS. PROVIDE 4'-0" WIDE GATED OPENINGS FOR OWNER ACCESS AND MAINTENANCE. GATES SHALL BE LOCKABLE. PROVIDE LOCKS AND KEYS FOR OWNER USE DURING CONSTRUCTION. 2.TREE PROTECTION FENCING LOCATIONS ARE FIXED. INSTALL FENCING WHERE SHOWN ON THESE PLANS. ANY ADJUSTMENTS TO FENCING LOCATIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT. FENCE LOCATIONS MUST BE APPROVED IN THE FIELD BY LANDSCAPE ARCHITECT. ANY DEVIATION FROM THIS PLAN SHALL BE CORRECTED PRIOR TO THE START OF CONSTRUCTION. 3.AN APPROVED LICENSED ARBORIST IS TO OVERSEE ALL REMOVALS WITHIN CRITICAL ROOT ZONES OF EXISTING TREES TO REMAIN. ARBORIST IS TO PERFORM TREE PRUNING AND ROOT PRUNING ON TREE TO REMAIN PER SPECIFICATIONS AND AS NEEDED DURING CONSTRUCTION. 4.TREE PROTECTION FENCING AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTICE OF INTENT SHALL BE IN PLACE PRIOR TO BEGINNING DEMOLITION (AS REQUIRED). 5.FAILURE TO PROVIDE AND MAINTAIN TREE PROTECTION FENCE AND INDICATED AREA BY CONTRACTOR WILL REQUIRE CONSULTATION WITH LICENSED ARBORIST TO DETERMINE EXTENT OF DAMAGE. COST TO REMEDIATE DAMAGES TO PROTECTED TREES AT CONTRACTOR COST. TREE PROTECTION NOTESXXXXXXXXXXXXXXXXXXXX X X X2'-0"2'-0" 57 8" PROPOSED EDGE OF PAVEMENT (IF APPLICABLE) CHAIN LINK FENCING EXISTING TREE TO BE PROTECTED DRIP LINE OF CANOPY ABOVE (TYP.) TREE PROTECTION ZONE PLAN | TREE PROTECTION - SINGLE TREE 18" 1'-0" 2 P-CCPL-50L-101 2'-0"2'-0"2'-0"2'-0" PLAN | TREE PROTECTION - MULTIPLE 332" 1'-0" DRIP LINE OF CANOPY ABOVE (TYP.) 4' HIGH CHAIN LINK FENCE WITH POSTS AT 10' O.C. MAXIMUM EXISTING TREE TRUNK (TYP.) 3 P-CCPL-51L-101 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUEN PROJECT NO. SEAL | DATE L-101 SITE PREPARATION PLAN 1 TAC / BZA COMMENTS 05/14/2020 CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFSALVAGE PLANTERS, STORE FOR OWNER EXISTING TREE, 36" EXISTING TREE, 8" EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 10" EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 8" EXISTING TREE, 12" EXISTING TREE, 10" SITE PREPARATION PLAN 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLYSITE PREPARATION PLAN CF CF TWL TWL SITE PREPARATION NOTES 1.REFER TO GENERAL PROJECT NOTES PRIOR TO BEGINNING THE SITE REMOVAL SCOPE OF WORK. 2.REFER TO CIVIL AND MEP CONTRACT DOCUMENTS FOR UTILITY REMOVALS. 3.CLEAR SITE OF EXISTING VEGETATION UNLESS NOTED OTHERWISE. 4.REMOVAL OF EXISTING PAVEMENTS AND CURBS INDICATED SHALL INCLUDE ALL AGGREGATE BASE MATERIAL. PROVIDE CLEAN SAWCUT EDGES WHERE PAVEMENT TO BE REMOVED ABUTS PAVEMENT TO REMAIN. 5.CONTRACTOR TO STUDY THE CONTRACT DOCUMENTS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY WITH THE SITE DEVELOPMENT PLANS. 6.REFER TO THE MAINTENANCE OF TRAFFIC PLAN FOR TEMPORARY SIGNAGE, BARRIERS AND MISCELLANEOUS FACILITIES REQUIRED DURING CONSTRUCTION. 7.REFER TO CIVIL DRAWINGS FOR PROVISION OF TEMPORARY POWER SITE PREPARATION LEGEND CONSTRUCTION FENCE TEMPORARY WORK LIMIT TREE PROTECTION FENCE REMOVE TREE 1.TREE PROTECTION FENCING SHALL BE 4'-0" HEIGHT GALVANIZED STEEL CHAIN LINK FENCE WITH IN-GROUND POSTS DIRECT BURIED. NO CONSTRUCTION TRAFFIC, MATERIAL OR EQUIPMENT STORAGE SHALL BE ALLOWED WITHIN FENCE LIMITS. PROVIDE 4'-0" WIDE GATED OPENINGS FOR OWNER ACCESS AND MAINTENANCE. GATES SHALL BE LOCKABLE. PROVIDE LOCKS AND KEYS FOR OWNER USE DURING CONSTRUCTION. 2.TREE PROTECTION FENCING LOCATIONS ARE FIXED. INSTALL FENCING WHERE SHOWN ON THESE PLANS. ANY ADJUSTMENTS TO FENCING LOCATIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT. FENCE LOCATIONS MUST BE APPROVED IN THE FIELD BY LANDSCAPE ARCHITECT. ANY DEVIATION FROM THIS PLAN SHALL BE CORRECTED PRIOR TO THE START OF CONSTRUCTION. 3.AN APPROVED LICENSED ARBORIST IS TO OVERSEE ALL REMOVALS WITHIN CRITICAL ROOT ZONES OF EXISTING TREES TO REMAIN. ARBORIST IS TO PERFORM TREE PRUNING AND ROOT PRUNING ON TREE TO REMAIN PER SPECIFICATIONS AND AS NEEDED DURING CONSTRUCTION. 4.TREE PROTECTION FENCING AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTICE OF INTENT SHALL BE IN PLACE PRIOR TO BEGINNING DEMOLITION (AS REQUIRED). 5.FAILURE TO PROVIDE AND MAINTAIN TREE PROTECTION FENCE AND INDICATED AREA BY CONTRACTOR WILL REQUIRE CONSULTATION WITH LICENSED ARBORIST TO DETERMINE EXTENT OF DAMAGE. COST TO REMEDIATE DAMAGES TO PROTECTED TREES AT CONTRACTOR COST. TREE PROTECTION NOTESXXXXXXXXXXXXXXXXXXXX X X X2'-0"2'-0" 57 8" PROPOSED EDGE OF PAVEMENT (IF APPLICABLE) CHAIN LINK FENCING EXISTING TREE TO BE PROTECTED DRIP LINE OF CANOPY ABOVE (TYP.) TREE PROTECTION ZONE PLAN | TREE PROTECTION - SINGLE TREE 18" 1'-0" 2 P-CCPL-50L-102 2'-0"2'-0"2'-0"2'-0" PLAN | TREE PROTECTION - MULTIPLE 332" 1'-0" DRIP LINE OF CANOPY ABOVE (TYP.) 4' HIGH CHAIN LINK FENCE WITH POSTS AT 10' O.C. MAXIMUM EXISTING TREE TRUNK (TYP.) 3 P-CCPL-51L-102 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUEN PROJECT NO. SEAL | DATE L-102 SITE PREPARATION PLAN 1 TAC / BZA COMMENTS 05/14/2020 EXISTING TREE, 36" EXISTING TREE, 15" EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 15" EXISTING TREE, 30" EXISTING TREE, 36" EXISTING TREE, 18" EXISTING TREE, 18"EXISTING TREES, 4"EXISTING TREE, 15" EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 12" SITE PREPARATION PLAN 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY CF CF TWL TWL SITE PREPARATION NOTES 1.REFER TO GENERAL PROJECT NOTES PRIOR TO BEGINNING THE SITE REMOVAL SCOPE OF WORK. 2.REFER TO CIVIL AND MEP CONTRACT DOCUMENTS FOR UTILITY REMOVALS. 3.CLEAR SITE OF EXISTING VEGETATION UNLESS NOTED OTHERWISE. 4.REMOVAL OF EXISTING PAVEMENTS AND CURBS INDICATED SHALL INCLUDE ALL AGGREGATE BASE MATERIAL. PROVIDE CLEAN SAWCUT EDGES WHERE PAVEMENT TO BE REMOVED ABUTS PAVEMENT TO REMAIN. 5.CONTRACTOR TO STUDY THE CONTRACT DOCUMENTS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY WITH THE SITE DEVELOPMENT PLANS. 6.REFER TO THE MAINTENANCE OF TRAFFIC PLAN FOR TEMPORARY SIGNAGE, BARRIERS AND MISCELLANEOUS FACILITIES REQUIRED DURING CONSTRUCTION. 7.REFER TO CIVIL DRAWINGS FOR PROVISION OF TEMPORARY POWER SITE PREPARATION LEGEND CONSTRUCTION FENCE TEMPORARY WORK LIMIT TREE PROTECTION FENCE REMOVE TREE 1.TREE PROTECTION FENCING SHALL BE 4'-0" HEIGHT GALVANIZED STEEL CHAIN LINK FENCE WITH IN-GROUND POSTS DIRECT BURIED. NO CONSTRUCTION TRAFFIC, MATERIAL OR EQUIPMENT STORAGE SHALL BE ALLOWED WITHIN FENCE LIMITS. PROVIDE 4'-0" WIDE GATED OPENINGS FOR OWNER ACCESS AND MAINTENANCE. GATES SHALL BE LOCKABLE. PROVIDE LOCKS AND KEYS FOR OWNER USE DURING CONSTRUCTION. 2.TREE PROTECTION FENCING LOCATIONS ARE FIXED. INSTALL FENCING WHERE SHOWN ON THESE PLANS. ANY ADJUSTMENTS TO FENCING LOCATIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT. FENCE LOCATIONS MUST BE APPROVED IN THE FIELD BY LANDSCAPE ARCHITECT. ANY DEVIATION FROM THIS PLAN SHALL BE CORRECTED PRIOR TO THE START OF CONSTRUCTION. 3.AN APPROVED LICENSED ARBORIST IS TO OVERSEE ALL REMOVALS WITHIN CRITICAL ROOT ZONES OF EXISTING TREES TO REMAIN. ARBORIST IS TO PERFORM TREE PRUNING AND ROOT PRUNING ON TREE TO REMAIN PER SPECIFICATIONS AND AS NEEDED DURING CONSTRUCTION. 4.TREE PROTECTION FENCING AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTICE OF INTENT SHALL BE IN PLACE PRIOR TO BEGINNING DEMOLITION (AS REQUIRED). 5.FAILURE TO PROVIDE AND MAINTAIN TREE PROTECTION FENCE AND INDICATED AREA BY CONTRACTOR WILL REQUIRE CONSULTATION WITH LICENSED ARBORIST TO DETERMINE EXTENT OF DAMAGE. COST TO REMEDIATE DAMAGES TO PROTECTED TREES AT CONTRACTOR COST. TREE PROTECTION NOTESXXXXXXXXXXXXXXXXXXXX X X X2'-0"2'-0" 57 8" PROPOSED EDGE OF PAVEMENT (IF APPLICABLE) CHAIN LINK FENCING EXISTING TREE TO BE PROTECTED DRIP LINE OF CANOPY ABOVE (TYP.) TREE PROTECTION ZONE PLAN | TREE PROTECTION - SINGLE TREE 18" 1'-0" 2 P-CCPL-50L-101 2'-0"2'-0"2'-0"2'-0" PLAN | TREE PROTECTION - MULTIPLE 332" 1'-0" DRIP LINE OF CANOPY ABOVE (TYP.) 4' HIGH CHAIN LINK FENCE WITH POSTS AT 10' O.C. MAXIMUM EXISTING TREE TRUNK (TYP.) 3 P-CCPL-51L-101 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUEN PROJECT NO. SEAL | DATE L-103 SITE PREPARATION PLAN 1 TAC / BZA COMMENTS 05/14/2020 YIELDYIELDYIELDYIELD12-93- AB 12-93- C 12-93- D 12-93- D 12-93- DA 12-93- C 12-93- DA 12-93- C 12-93- D 12-93- C 03-30- A 03-45- A ZAGSTER RIDE SHARE LOCATION 05-52- A 12-93- AB LIMESTONE WALL CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CFCFCFCFCFCFCFLIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKRELOCATED SALVAGED SCULPTURES RELOCATED SALVAGED SCULPTURES CAST-IN-PLACE CONCRETE SYMBOL DESCRIPTION DETAIL CONCRETE BASE FOR SCULPTURE PRECAST ARCHITECTURAL CONCRETE SYMBOL DESCRIPTION DETAIL PRECAST CONCRETE STAIRS METAL RAILINGS SYMBOL DESCRIPTION DETAIL METAIL RAILINGS, STAINLESS STEEL FLAGPOLES SYMBOL DESCRIPTION DETAIL FLAGPOLE, 20` HT ALUMINUM TAPERED IN-GROUND SITE FURNISHINGS SYMBOL DESCRIPTION DETAIL SITE FURNISHINGS, SARIS SQUARE TUBE BIKE DOCK SITE FURNISHINGS, F+S CORDIA BIKE RACK BIKE REPAIR STATION, DERO FIXIT SITE FURNISHINGS, LANDSCAPE FORMS SCARBOROUGH LITTER RECEPTACLE, OWNER SUPPLIED SITE FURNISHINGS, LANDSCAPE FORMS PLAINWELL 6` BENCH, SURFACE MOUNT ON CONCRETE BASE, OWNER SUPPLIED SITE FURNISHINGS, LANDSCAPE FORMS PARALLEL 42 BENCH, SURFACE MOUNT SITE FURNISHING, DRINKING FOUNTAIN, MOST DEPENDABLE FOUNTAINS, 440 SM SITE FURNISHING, 2-TOP SEATING. 24" ROUND TABLE AND (2) CHAIR SITE FURNISHING, 4-TOP SEATING, 30" ROUND TABLE AND (4) CHAIR SITE FURNISHING, COUNTER HT SEATING, TABLE AND (4) WOOD STOOLS SITE FURNISHING, LOUNGE SEATING, COFFEE TABLE, 2-SEATER, AND (2) 1-SEATER EXTERIOR LIGHTING SYMBOL DESCRIPTION DETAIL EXTERIOR LIGHTING, AREA LIGHT; REF: ELECT. DWGS. EXTERIOR LIGHTING, PEDESTRIAN POLE; REF: ELECT. DWGS. RIGID PAVING SYMBOL DESCRIPTION DETAIL CONCRETE PAVING, INTEGRAL COLOR CONCRETE WITH SURFACE RETARDER FINISH CONCRETE PAVING, STANDARD, STANDARD RETARDER FINISH CONCRETE PAVING, STANDARD, BROOM FINISH AGGREGATE SURFACING SYMBOL DESCRIPTION DETAIL AGGREGATE SURFACING, DECOMPOSED GRANITE SEGMENTAL RETAINING WALLS SYMBOL DESCRIPTION DETAIL LIMESTONE WALL 03-30- A 03-45- A 05-52- A 10-75- A 12-93- A 12-93- AB 12-93- B 12-93- C 12-93- D 12-93- DA 12-93- E 12-93- F 12-93- FA 12-93- FB 12-93- G 26-56- A 26-56- AB REFERENCE NOTES SCHEDULE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY CF CF TWL TWL SITE FEATURES NOTES 1.SITE UTILITIES SHOWN FOR REFERENCE ONLY. SEE OTHER DISCIPLINE SHEETS FOR PLANS AND DETAILS. 2.AUTOCAD .DWG FILES WILL BE PROVIDED FOR CONSTRUCTION LAYOUT. 3.ALL PAVEMENT MARKINGS INTERRUPTED BY DEMOLITION AND PROPOSED IMPROVEMENTS SHALL BE REPLACED WITH MATCHING COLOR AND WIDTH. 4.REFER TO OTHER DISCIPLINE SHEETS FOR REPAIR OF EXISTING SURFACE DUE TO EXTENSION OF OFF-SITE UTILITIES. 5.CONCRETE JOINTS TO BE SAWCUT UNLESS NOTED OTHERWISE. 6.DAMAGE TO EXISTING PAVMENT SHALL BE REPLACED WITH MATCHING COLOR AND FINISH BY CONTRACTOR. SITE FEATURES LEGEND CONSTRUCTION FENCE TEMPORARY WORK LIMIT TREE PROTECTION FENCING ISOLATION JOINT JOINT TYPE B PER ALIGN IJ B SITE FEATURES PLAN GENERAL NOTES: 1.PROVIDE LUMP SUM FOR IRRIGATION IN ALL PLANTED LAWNS, PLANTING BEDS, PLANTERS, AND TREES. 2.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 3.CURB AND PAVEMENT NOT MONOLITHIC. 4.PRECAST CURBS AROUND PLANTING BEDS TO BE DOWNED IN PLACE ON 18" DEEP CIP CONCRETE FOOTING. 5.BIKE RACKS ARE 316 STAINLESS STEEL, GROUND MOUNT WITH S.S. HARDWARE. SIMILAR TO FORMS AND SURFACES 'SUMMIT BIKE RACK'. 6.WASTE RECEPTACLES SIMILAR TO FORMS SURFACES 'APEX LITTER AND RECYCLING', ALUMINUM WITH POWDER COAT. 7.ALL SITE WALLS TO BE MASONRY VENEER WITH CMU BACKING, PRECAST CONCRETE CAP UNLESS OTHERWISE NOTED, 3' DEEP FOOTING MINIMUM. 8.PAVERS TO BE 2.5" THICK CONCRETE PAVERS, SIMILAR TO HANOVER PREST PAVERS WITH BITUMINOUS SETTING BED AND CONCRETE BASE. 9.DECOMPOSED GRANITE WALKS TO BE TWO TONE 50/50 MIX 4" DEEP WITH 6" DEEP FREE DRAINING AGGREGATE BASE. 10.ALL CONCRETE PAVEMENT TO HAVE MACRO AND MICRO FIBER REINFORCEMENT, LIGHT ROOM DIRECTIONAL FINISH AND SAW CUT JOINTS. APX. 25% JOINTS TO BE BEVEL EDGE JOINT. 11.ALL HANDRAILS, 316 STAINLESS STEEL, DIRECTIONAL SATIN FINISH 12.PEDESTRIAN SITE LIGHTING TO BE WE-EF LED HEAD WITH STRUCTURA WOOD POLE. 14' TALL. 13.BENCHES, SIMILAR TO FORMS+SURFACES APEX BENCH WITH WOOD SEAT. 14.PLAZA SITE FURNISHINGS, REFER TO PERSPECTIVE IMAGERY FOR TYPE AND COUNT. PROVIDE LUMP SUM. ALUMINUM POWDER COAT FROM COMPANY SIMILAR TO FORM+SURFACES OR LANDSCAPE FORMS. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-201 SITE FEATURES PLAN 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 MATCHLINE - SEE L-202 26-56- AB 26-56- AB 26-56- AB 12-93- FB 10-75- A 12-93- C 26-56- AB 12-93- AB 12-93- F 12-93- F 12-93- F 12-93- C 12-93- G 12-93- FA 12-93- C 12-93- G 32-15- A YIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELD12-93- A 12-93- B 12-93- E 12-93- C 26-56- ACFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFLIMIT OF WORKLIMIT OF WORK CAST-IN-PLACE CONCRETE SYMBOL DESCRIPTION DETAIL CONCRETE BASE FOR SCULPTURE PRECAST ARCHITECTURAL CONCRETE SYMBOL DESCRIPTION DETAIL PRECAST CONCRETE STAIRS METAL RAILINGS SYMBOL DESCRIPTION DETAIL METAIL RAILINGS, STAINLESS STEEL FLAGPOLES SYMBOL DESCRIPTION DETAIL FLAGPOLE, 20` HT ALUMINUM TAPERED IN-GROUND SITE FURNISHINGS SYMBOL DESCRIPTION DETAIL SITE FURNISHINGS, SARIS SQUARE TUBE BIKE DOCK SITE FURNISHINGS, F+S CORDIA BIKE RACK BIKE REPAIR STATION, DERO FIXIT SITE FURNISHINGS, LANDSCAPE FORMS SCARBOROUGH LITTER RECEPTACLE, OWNER SUPPLIED SITE FURNISHINGS, LANDSCAPE FORMS PLAINWELL 6` BENCH, SURFACE MOUNT ON CONCRETE BASE, OWNER SUPPLIED SITE FURNISHINGS, LANDSCAPE FORMS PARALLEL 42 BENCH, SURFACE MOUNT SITE FURNISHING, DRINKING FOUNTAIN, MOST DEPENDABLE FOUNTAINS, 440 SM SITE FURNISHING, 2-TOP SEATING. 24" ROUND TABLE AND (2) CHAIR SITE FURNISHING, 4-TOP SEATING, 30" ROUND TABLE AND (4) CHAIR SITE FURNISHING, COUNTER HT SEATING, TABLE AND (4) WOOD STOOLS SITE FURNISHING, LOUNGE SEATING, COFFEE TABLE, 2-SEATER, AND (2) 1-SEATER EXTERIOR LIGHTING SYMBOL DESCRIPTION DETAIL EXTERIOR LIGHTING, AREA LIGHT; REF: ELECT. DWGS. EXTERIOR LIGHTING, PEDESTRIAN POLE; REF: ELECT. DWGS. RIGID PAVING SYMBOL DESCRIPTION DETAIL CONCRETE PAVING, INTEGRAL COLOR CONCRETE WITH SURFACE RETARDER FINISH CONCRETE PAVING, STANDARD, STANDARD RETARDER FINISH CONCRETE PAVING, STANDARD, BROOM FINISH AGGREGATE SURFACING SYMBOL DESCRIPTION DETAIL AGGREGATE SURFACING, DECOMPOSED GRANITE SEGMENTAL RETAINING WALLS SYMBOL DESCRIPTION DETAIL LIMESTONE WALL 03-30- A 03-45- A 05-52- A 10-75- A 12-93- A 12-93- AB 12-93- B 12-93- C 12-93- D 12-93- DA 12-93- E 12-93- F 12-93- FA 12-93- FB 12-93- G 26-56- A 26-56- AB REFERENCE NOTES SCHEDULE SITE FEATURES PLAN 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY CF CF TWL TWL SITE FEATURES NOTES 1.SITE UTILITIES SHOWN FOR REFERENCE ONLY. SEE OTHER DISCIPLINE SHEETS FOR PLANS AND DETAILS. 2.AUTOCAD .DWG FILES WILL BE PROVIDED FOR CONSTRUCTION LAYOUT. 3.ALL PAVEMENT MARKINGS INTERRUPTED BY DEMOLITION AND PROPOSED IMPROVEMENTS SHALL BE REPLACED WITH MATCHING COLOR AND WIDTH. 4.REFER TO OTHER DISCIPLINE SHEETS FOR REPAIR OF EXISTING SURFACE DUE TO EXTENSION OF OFF-SITE UTILITIES. 5.CONCRETE JOINTS TO BE SAWCUT UNLESS NOTED OTHERWISE. 6.DAMAGE TO EXISTING PAVMENT SHALL BE REPLACED WITH MATCHING COLOR AND FINISH BY CONTRACTOR. SITE FEATURES LEGEND CONSTRUCTION FENCE TEMPORARY WORK LIMIT TREE PROTECTION FENCING ISOLATION JOINT JOINT TYPE B PER ALIGN IJ B GENERAL NOTES: 1.PROVIDE LUMP SUM FOR IRRIGATION IN ALL PLANTED LAWNS, PLANTING BEDS, PLANTERS, AND TREES. 2.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 3.CURB AND PAVEMENT NOT MONOLITHIC. 4.PRECAST CURBS AROUND PLANTING BEDS TO BE DOWNED IN PLACE ON 18" DEEP CIP CONCRETE FOOTING. 5.BIKE RACKS ARE 316 STAINLESS STEEL, GROUND MOUNT WITH S.S. HARDWARE. SIMILAR TO FORMS AND SURFACES 'SUMMIT BIKE RACK'. 6.WASTE RECEPTACLES SIMILAR TO FORMS SURFACES 'APEX LITTER AND RECYCLING', ALUMINUM WITH POWDER COAT. 7.ALL SITE WALLS TO BE MASONRY VENEER WITH CMU BACKING, PRECAST CONCRETE CAP UNLESS OTHERWISE NOTED, 3' DEEP FOOTING MINIMUM. 8.PAVERS TO BE 2.5" THICK CONCRETE PAVERS, SIMILAR TO HANOVER PREST PAVERS WITH BITUMINOUS SETTING BED AND CONCRETE BASE. 9.DECOMPOSED GRANITE WALKS TO BE TWO TONE 50/50 MIX 4" DEEP WITH 6" DEEP FREE DRAINING AGGREGATE BASE. 10.ALL CONCRETE PAVEMENT TO HAVE MACRO AND MICRO FIBER REINFORCEMENT, LIGHT ROOM DIRECTIONAL FINISH AND SAW CUT JOINTS. APX. 25% JOINTS TO BE BEVEL EDGE JOINT. 11.ALL HANDRAILS, 316 STAINLESS STEEL, DIRECTIONAL SATIN FINISH 12.PEDESTRIAN SITE LIGHTING TO BE WE-EF LED HEAD WITH STRUCTURA WOOD POLE. 14' TALL. 13.BENCHES, SIMILAR TO FORMS+SURFACES APEX BENCH WITH WOOD SEAT. 14.PLAZA SITE FURNISHINGS, REFER TO PERSPECTIVE IMAGERY FOR TYPE AND COUNT. PROVIDE LUMP SUM. ALUMINUM POWDER COAT FROM COMPANY SIMILAR TO FORM+SURFACES OR LANDSCAPE FORMS. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-202 SITE FEATURES PLAN 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 MATCHLINE - SEE L-201 LIMIT OF WORK LIMIT OF WORK RELOCATED SALVAGED 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY CF CF TWL TWL SITE FEATURES NOTES 1.SITE UTILITIES SHOWN FOR REFERENCE ONLY. SEE OTHER DISCIPLINE SHEETS FOR PLANS AND DETAILS. 2.AUTOCAD .DWG FILES WILL BE PROVIDED FOR CONSTRUCTION LAYOUT. 3.ALL PAVEMENT MARKINGS INTERRUPTED BY DEMOLITION AND PROPOSED IMPROVEMENTS SHALL BE REPLACED WITH MATCHING COLOR AND WIDTH. 4.REFER TO OTHER DISCIPLINE SHEETS FOR REPAIR OF EXISTING SURFACE DUE TO EXTENSION OF OFF-SITE UTILITIES. 5.CONCRETE JOINTS TO BE SAWCUT UNLESS NOTED OTHERWISE. 6.DAMAGE TO EXISTING PAVMENT SHALL BE REPLACED WITH MATCHING COLOR AND FINISH BY CONTRACTOR. SITE FEATURES LEGEND CONSTRUCTION FENCE TEMPORARY WORK LIMIT TREE PROTECTION FENCING ISOLATION JOINT JOINT TYPE B PER ALIGN IJ B SITE FEATURES PLAN GENERAL NOTES: 1.PROVIDE LUMP SUM FOR IRRIGATION IN ALL PLANTED LAWNS, PLANTING BEDS, PLANTERS, AND TREES. 2.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 3.CURB AND PAVEMENT NOT MONOLITHIC. 4.PRECAST CURBS AROUND PLANTING BEDS TO BE DOWNED IN PLACE ON 18" DEEP CIP CONCRETE FOOTING. 5.BIKE RACKS ARE 316 STAINLESS STEEL, GROUND MOUNT WITH S.S. HARDWARE. SIMILAR TO FORMS AND SURFACES 'SUMMIT BIKE RACK'. 6.WASTE RECEPTACLES SIMILAR TO FORMS SURFACES 'APEX LITTER AND RECYCLING', ALUMINUM WITH POWDER COAT. 7.ALL SITE WALLS TO BE MASONRY VENEER WITH CMU BACKING, PRECAST CONCRETE CAP UNLESS OTHERWISE NOTED, 3' DEEP FOOTING MINIMUM. 8.PAVERS TO BE 2.5" THICK CONCRETE PAVERS, SIMILAR TO HANOVER PREST PAVERS WITH BITUMINOUS SETTING BED AND CONCRETE BASE. 9.DECOMPOSED GRANITE WALKS TO BE TWO TONE 50/50 MIX 4" DEEP WITH 6" DEEP FREE DRAINING AGGREGATE BASE. 10.ALL CONCRETE PAVEMENT TO HAVE MACRO AND MICRO FIBER REINFORCEMENT, LIGHT ROOM DIRECTIONAL FINISH AND SAW CUT JOINTS. APX. 25% JOINTS TO BE BEVEL EDGE JOINT. 11.ALL HANDRAILS, 316 STAINLESS STEEL, DIRECTIONAL SATIN FINISH 12.PEDESTRIAN SITE LIGHTING TO BE WE-EF LED HEAD WITH STRUCTURA WOOD POLE. 14' TALL. 13.BENCHES, SIMILAR TO FORMS+SURFACES APEX BENCH WITH WOOD SEAT. 14.PLAZA SITE FURNISHINGS, REFER TO PERSPECTIVE IMAGERY FOR TYPE AND COUNT. PROVIDE LUMP SUM. ALUMINUM POWDER COAT FROM COMPANY SIMILAR TO FORM+SURFACES OR LANDSCAPE FORMS. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-203 SITE FEATURES PLAN 1 TAC / BZA COMMENTS 05/14/2020 ORIGIN (STARTING POINT)SURVEY ORIGIN(TO BE MODIFIED)STOPYIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELD WWUGEUGEUGE UGE UGE UGE W W W WWWWWWUGEWW W W W W UGEUGEUGEU G EUGE UGE UGEW W W WWWWWW W REAR BUFFERYARD "A" SPECIAL USE ISNTITUTIONAL, WITH ADJACENT INSTITUTIONAL USE. MIN. 10' BUFFERYARD REQUIRED. FOUR EVERGREEN OR SHADE TREES, 0 ORNAMENTAL, AND 10 SHRUBS PER 100 LF.SIDE BUFFERYARD "D"; MINIMUM 30'CANNOT BE ACHIEVED WITH EXISTING CONDITIONSPROPERTY LINE LENGTH = 491'SIDE BUFFERYARD "D" SPECIAL USE INSTITUTIONAL, WITH ADJACENT SINGLE FAMILY. MIN. 30' BUFFERYARD REQUIRED. SHADE OR EVERGREEN TREES: 8. ORNAMENTAL TREES: 2. SHRUBS: 20. NO WORK IN R.O.W. / OUTSIDE OF PATH. NO WORK IN R.O.W. / OUTSIDE OF PATH. IWR ISG ISG ISG 216.13' IWR IWR SIDE BUFFERYARD "D" MINIMUM 30'PROPERTY LINE LENGTH = 746'IWR IWR IWR 63.14'66.00 ' 62. 2 2 '91.22'400.68'IWR PARKING LOT: SPECIAL USE, (73) PARKING SPACES, 8 TREES, 40 SHRUBS, REQUIRED (12) SHADE TREES, (50) SHRUBS PROVIDED SIDE BUFFERYARD "D" SPECIAL USE ISNTITUTIONAL, WITH ADJACENT SINGLE FAMILY. MIN. 30' BUFFERYARD REQUIRED. SHADE OR EVERGREEN TREES: 8. ORNAMENTAL TREES: 2. SHRUBS: 20. ISG ISGISG 6" CONCRETE CURB AS BED EDGE SEDG 706 FORB 30 FORB 30 6 UM 3 IJD 3 ISG 3 JV 7 VDE BUFFERYARD GROUNDCOVER (1,164 sf) (50) Rhus aromatica `Gro-Low` (68) Xanthorhiza simplicissima BUFFERYARD GROUNDCOVER (636 sf) (27) Rhus aromatica `Gro-Low` (37) Xanthorhiza simplicissima FORB 3 SEDG 883 FORB 12 FORB 30 FORB 30 FORB 12 PVS 409 FORB 12 SEDG 1,291 PVS 652 FORB 30 FORB 30 FORB 30 FORB 31 SEDG 104 6 HPL UP 5 2 NW 2 CC 1 OV IWR 3 ISG 3 HPL 3 THESE PARKING SPOTS DO NOT MEET PLANTING REQUIREMENTS. EACH PARKING SPACE MUST BE WITHIN 66' OF A SHADE TREE. FORB 12 53 PVS TA 2 CA 8 QRF 6 3 IJD 4 IWR 122 COVE 27 AMCA 49 MUCA 71 AMHU 97 ALSC 87 SAL 17 ITLH 3 HYD 122 SAL 61 GERA 86 SAL 38 GERA PHLOX 13 GERA 30 GERA 51 IJD 3 HEPP 23 SAL 134 ALSC 36 GERA 750 SAL 246 GRAVEL MAINTENANCE STRIP 339 SAL SAL 43 SAL 193 36 SAL SAL 49 SAL 163 SAL 46 487 SAL HPL 105 HPL10 VDE SAL 775 SAL 337 SAL 441 SAL 442 SAL 89 SAL 82 SAL 402 SAL 60 ALSC 478 AHU 139 GERA 982 400 401 HAB 28 OV 2 GERA 242 CM 195 HAB 13 792 GERA DLO 127 43 AMHU IRS 42 UM 5 ALSC 124 AHU 40 NW 4 NW 2 4 UP 2 UP 2 LT 1 QB 1 QMU 2 QB 1 QB 2 QMU TA 3 PB 3 QB 2 UP 1 IVHG 6 UP 2 IVHG 10 IVHG 5 UP 1 GT 1 PB 1 GT 1 QR 4 NW 2 LT 2 3 LT 2 TA 3 NW 1 NW 1 CC HPL 5 HPL 3 VDE 2 VDE 2 1 CK 1 TA VDE 3 1 TA 4 TCHPL 3 1 TC HPL 5 2 TC 5 JV 1 CK 1 CC EXISTING TREE, 18" EXISTING TREE, 12" EXISTING TREE, 18" EXISTING TREE, 18" EXISTING TREE, 18" EXISTING TREE, 18" EXISTING TREE, 12" EXISTING TREE, 36" EXISTING TREE, 15" EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 15" EXISTING TREE, 30" EXISTING TREE, 36" EXISTING TREE, 18" EXISTING TREE, 18"EXISTING TREES, 4"EXISTING TREE, 15" EXISTING TREE, 12" EXISTING TREE, 36" EXISTING TREE, 24" EXISTING TREE, 12" EXISTING TREE, 24" EXISTING TREE, 8" 1 TA 1 CC 1 NW 1 CK 1 CC SWAL 7,840 sf SEDG 4,110 44,306 sf SWAL EXISTING TREE, 36" EXISTING TREE, 8" REAR BUFFERYARD "A"; MIN. 10' PROPERTY LINE LENGTH = 217' EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 10" EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 8" EXISTING TREE, 12" EXISTING TREE, 10" EXISTING TREE, 12" EXISTING TREE, 18" EXISTING TREE, 15" CE 3 75 GERA EXISTING TREE, 12"CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFLIMIT OF WORK LIMIT OF WORK LIMIT OF WORK L IM I T O F WOR K LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK1 L-500 PLANTING OVERALL PLAN 1"=20'-0"0 10'20'40' 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY FROM OUTSIDE INDIANAINSIDE INDIANA 1-800-428-52001-800-382-5544 (TWO WORKING DAYS PLEASE) HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" GENERAL NOTES: 1.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 2.ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING. 3.ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH. 4.TOPSOIL DEPTHS: 5.1.TURF - 6" 5.2.GROUND COVER/SHRUBS - 14" 5.3.TREE - DEPTH OF ROOTBALL AND 2X WIDTH 6.ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST PLANTING NOTES 1.PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2.MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR PLACEMENT OF HATCHED AREAS. 3.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR PROPOSED UTILITIES. 4.COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 5.INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. 6.PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS. 7.REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING, AND STAKING REQUIREMENTS. 8.FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST OF CONTRACTOR. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-500 SITE OVERALL PLANTING PLAN 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 L-503 L-506 L-505 L-504 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY FROM OUTSIDE INDIANAINSIDE INDIANA 1-800-428-52001-800-382-5544 (TWO WORKING DAYS PLEASE) HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" GENERAL NOTES: 1.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 2.ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING. 3.ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH. 4.TOPSOIL DEPTHS: 5.1.TURF - 6" 5.2.GROUND COVER/SHRUBS - 14" 5.3.TREE - DEPTH OF ROOTBALL AND 2X WIDTH 6.ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST PLANTING NOTES 1.PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2.MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR PLACEMENT OF HATCHED AREAS. 3.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR PROPOSED UTILITIES. 4.COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 5.INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. 6.PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS. 7.REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING, AND STAKING REQUIREMENTS. 8.FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST OF CONTRACTOR. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-501 SITE PLANTING PLAN DETAILS 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 SECTION | SHRUB PLANTING (DECIDUOUS OR EVERGREEN) 1/2" 1'-0" 1 1 FINISH GRADE MULCH - SEE SPECIFICATION O.C. SPACING VARIES SEE PLANT SCHEDULE B&B MATERIAL; REMOVE TOP 13 OF BURLAP AS WELL AS ANY BINDERS FROM AROUND TOP OF ROOT BALL PLANT PIT BACKFILL - SEE SPECIFICATION SCARIFY ALL SIDES OF PLANT PIT PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL C1 P-CCPL-53L-501 SECTION | PLUG PLANTING 3/4" 1'-0" O.C. SPACING VARIES SPECIFIED SOIL MIX PERENNIAL OR NATIVE GRASS PLUG - TOP OF PLUG FLUSH W/ SURROUNDING PLANTING SOIL 2" MULCH - SEE SPECIFICATION UNDISTURBED SUBGRADE E1 P-CCPL-54L-501 MULCH - SEE SPECIFICATION TOPSOIL SUBGRADE LAWN SHARP SPADE-CUT EDGE DETAIL | SPADE EDGING 3" 1'-0" F1 P-CCPL-55L-501 SHRUBS CODE BOTANICAL / COMMON NAME SIZE HAB Hydrangea arborescens `Abetwo` / Incrediball Hydrangea 5 Gal. HPL Hydrangea paniculata `Little Lime` / Little Lime Hydrangea 5 Gal. IJD Ilex verticillata `Jim Dandy` / Jim Dandy Winterberry 5 Gal. IRS Ilex verticillata `Red Sprite` / Red Sprite Winterberry 3 Gal. ISG Ilex verticillata `Southern Gentleman` / Southern Gentleman Winterberry Holly 5 Gal. IWR Ilex verticillata `Winter Red` / Winter Red Holly 5 Gal. IVHG Itea virginica `Henry`s Garnet` / Henry`s Garnet Sweetspire 5 Gal. VDE Viburnum dentatum `Arrowwood` / Arrowwood Viburnum 5 Gal. ACCENT PERENNIALS CODE BOTANICAL / COMMON NAME SIZE ALSC Allium schoenoprasum / Ornamental Chives BULB Allium schoenoprasum AMHU Amsonia hubrichtii / Arkansas Blue-star 5 Gal. AHU Amsonia hubrichtii / Arkansas Blue-star 5 Gal. SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE DLO Diervilla lonicera / Dwarf Bush Honeysuckle 3 Gal. GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE TURF GRASS - SUPERIOR TURF GRASS - BUFFERYARD GROUNDCOVER To consist of the following native species or similar: Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 1 Gal. Xanthorhiza simplicissima / Yellowroot 1 Gal. CM Coreopsis x `Moonbeam` / Moonbeam Coreopsis 24 Flat PVS Panicum virgatum `Shenandoah` / Shenandoah Switch Grass #3 SAL Sisyrinchium angustifolium `Lucerne` / Lucerne Blue Eyed Grass 24 Flat MIXES CODE BOTANICAL / COMMON NAME SIZE GERA Geranium Mix 24 Flat 50% Geranium maculatum,50% Geranium sanguineum SEDG Native Sedge Mix Plug Sporobolis heterolepis 40% Carex pennsylvanica 40% Carex brevoir 20% FORB Supplemental Native Forb Mix Plug Echinacea purpurea 50% Liatris spicata 30% Eryngium yuccifolium 20% SWAL Swale Mix Seed "Dry Bottom Detention Basin Seen Mix" or approved equal. See Mix Schedule. ISG IWR TREES CODE BOTANICAL / COMMON NAME SIZE CC Celtis occidentalis `Chicagoland` / Common Hackberry 2.5" Cal. CK Cladrastis kentukea / American Yellowwood 2.5" Cal. GT Gleditsia triacanthos `Skyline` / Skyline Honey Locust 2.5" Cal. JV Juniperus virginiana `Canaertii` / Eastern Red Cedar 8` ht. LT Liriodendron tulipifera / Tulip Tree 2.5" Cal. NW Nyssa sylvatica `Wildfire` / Black Gum 2.5" Cal. OV Ostrya virginiana / American Hophornbeam 2.5" Cal. PB Platanus x acerifolia `Bloodgood` / London Plane Tree 2.5" Cal. QB Quercus bicolor / Swamp White Oak 2.5" Cal. QMU Quercus muehlenbergii / Chinkapin Oak 2.5" Cal. QR Quercus rubra / Red Oak 2.5" Cal. QRF Quercus rubur `Fastigiat / Fastigiate English Oak 2.5" Cal. TA Tilia americana / American Linden 2.5" Cal. TC Tsuga canadensis / Canadian Hemlock 8` ht. UP Ulmus americana `Princeton` / American Elm 2.5" Cal. UM Ulmus x `Morton Glossy` / Triumph Elm 2.5" Cal. Non-native UNDERSTORY TREES CODE BOTANICAL / COMMON NAME SIZE CE Cercis canadensis / Eastern Redbud Multi-trunk 1.5" Cal. CA Cornus alternifolia / Pagoda Dogwood 1.5" Cal. PLANT SCHEDULE SITE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY FROM OUTSIDE INDIANAINSIDE INDIANA 1-800-428-52001-800-382-5544 (TWO WORKING DAYS PLEASE) HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" GENERAL NOTES: 1.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 2.ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING. 3.ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH. 4.TOPSOIL DEPTHS: 5.1.TURF - 6" 5.2.GROUND COVER/SHRUBS - 14" 5.3.TREE - DEPTH OF ROOTBALL AND 2X WIDTH 6.ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST PLANTING NOTES 1.PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2.MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR PLACEMENT OF HATCHED AREAS. 3.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR PROPOSED UTILITIES. 4.COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 5.INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. 6.PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS. 7.REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING, AND STAKING REQUIREMENTS. 8.FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST OF CONTRACTOR. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-502 SITE PLANTING PLAN SCHEDULES 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 WWWWWWWWWWWWWUGE WUGE U G E U G E WWWWWWWEXISTING TREE, 36" EXISTING TREE, 15" EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 15" EXISTING TREE, 30" EXISTING TREE, 36" EXISTING TREE, 18" EXISTING TREE, 18"EXISTING TREES, 4"EXISTING TREE, 15" EXISTING TREE, 12" 44,306 sI SWAL EXISTING TREE, 12" CE 3 EXISTING TREE, 12" LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK 1 L-501 PLANTING PLAN 1"=20'-0"0 10'20'40' 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY FROM OUTSIDE INDIANAINSIDE INDIANA 1-800-428-52001-800-382-5544 (TWO WORKING DAYS PLEASE) HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" GENERAL NOTES: 1.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 2.ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING. 3.ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH. 4.TOPSOIL DEPTHS: 5.1.TURF - 6" 5.2.GROUND COVER/SHRUBS - 14" 5.3.TREE - DEPTH OF ROOTBALL AND 2X WIDTH 6.ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST PLANTING NOTES 1.PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2.MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR PLACEMENT OF HATCHED AREAS. 3.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR PROPOSED UTILITIES. 4.COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 5.INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. 6.PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS. 7.REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING, AND STAKING REQUIREMENTS. 8.FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST OF CONTRACTOR. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-503 SITE PLANTING PLAN 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 ORIGIN (STARTING POINT)SURVEY ORIGIN(TO BE MODIFIED)WWWUGE UGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE W W W W W W W W W W WWWWWWWWWWWUGEW W W W W WW W W W W W W W W W W W UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UG E UGEUGEUGEUGEW WWW W W W W W W W W W WWWWWWWWWW SIDE BUFFERYARD "D" SPECIAL USE INSTITUTIONAL, WITH ADJACENT SINGLE FAMILY. MIN. 30' BUFFERYARD REQUIRED. SHADE OR EVERGREEN TREES: 8. ORNAMENTAL TREES: 2. SHRUBS: 20. NO WORK IN R.O.W. / OUTSIDE OF PATH.SIDE BUFFERYARD "D" MINIMUM 30'PROPERTY LINE LENGTH = 746'IWR IWR IWR 91.22'IWR ISG ISGISG 6" CONCRETE CURB AS BED EDGE SEDG 706 FORB 30 FORB 30 6 UM 3 IJD 3 ISG 3 JV 7 VDE BUFFERYARD GROUNDCOVER (1,164 sf) (50) Rhus aromatica `Gro-Low` (68) Xanthorhiza simplicissima BUFFERYARD GROUNDCOVER (636 sf) (27) Rhus aromatica `Gro-Low` (37) Xanthorhiza simplicissima FORB 3 SEDG 883 FORB 12 FORB 30 FORB 30 FORB 12 PVS 409 FORB 12 SEDG 1,291 PVS 652 FORB 30 FORB 30 FORB 30 FORB 31 SEDG 6 HPL 53 PVS TA 2 3 IJD 4 IWR 122 COVE 27 AMCA 49 MUCA 71 AMHU 97 ALSC 87 SAL 17 ITLH 3 HYD 122 SAL 61 GERA 86 SAL 38 GERA PHLOX 13 GERA 30 GERA 51 IJD 3 HEPP 23 SAL 134 SAL 246 GRAVEL MAINTENANCE STRIP SAL 775 SAL 337 SAL 441 SAL 442 SAL 89 SAL 82 SAL 402 SAL 60 ALSC 478 AHU 139 GERA 982 400 401 HAB 28 OV 2 GERA 242 CM 195 HAB 13 IRS 42 UM 5 ALSC 124 AHU 40 NW 4 NW 2 5 JV EXISTING TREE, 18" EXISTING TREE, 12" EXISTING TREE, 18" EXISTING TREE, 18" EXISTING TREE, 18" EXISTING TREE, 18" EXISTING TREE, 12" EXISTING TREE, 36" EXISTING TREE, 24" EXISTING TREE, 12" EXISTING TREE, 24" EXISTING TREE, 8" 1 TA 1 CC 1 NW 1 CK 1 CC EXISTING TREE, 18" EXISTING TREE, 15" 75 GERA CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CFCFCFCFCFCFCFLIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY FROM OUTSIDE INDIANAINSIDE INDIANA 1-800-428-52001-800-382-5544 (TWO WORKING DAYS PLEASE) HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" 1 L-502 PLANTING PLAN 1"=20'-0"0 10'20'40' GENERAL NOTES: 1.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 2.ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING. 3.ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH. 4.TOPSOIL DEPTHS: 5.1.TURF - 6" 5.2.GROUND COVER/SHRUBS - 14" 5.3.TREE - DEPTH OF ROOTBALL AND 2X WIDTH 6.ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST PLANTING NOTES 1.PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2.MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR PLACEMENT OF HATCHED AREAS. 3.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR PROPOSED UTILITIES. 4.COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 5.INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. 6.PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS. 7.REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING, AND STAKING REQUIREMENTS. 8.FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST OF CONTRACTOR. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-504 SITE PLANTING PLAN 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 MATCHLINE - SEE L-505MATCHLINE - SEE L-503 ORIGIN (STARTING POINT)SURVEY ORIGIN(TO BE MODIFIED)YIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELDYIELD UGEUGEUGEWWUGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEW W W W WWWWWWWWW W W W REAR BUFFERYARD "A" SPECIAL USE ISNTITUTIONAL, WITH ADJACENT INSTITUTIONAL USE. MIN. 10' BUFFERYARD REQUIRED. FOUR EVERGREEN OR SHADE TREES, 0 ORNAMENTAL, AND 10 SHRUBS PER 100 LF.SIDE BUFFERYARD "D"; MINIMUM 30'CANNOT BE ACHIEVED WITH EXISTING CONDITIONSPROPERTY LINE LENGTH = 491'NO WORK IN R.O.W. / OUTSIDE OF PATH. IWR ISG ISG ISG 216.13' IWR IWR 63.14'66.00 ' 62 . 2 2 '400.68'PARKING LOT: SPECIAL USE, (73) PARKING SPACES, 8 TREES, 40 SHRUBS, REQUIRED (12) SHADE TREES, (50) SHRUBS PROVIDED SIDE BUFFERYARD "D" SPECIAL USE ISNTITUTIONAL, WITH ADJACENT SINGLE FAMILY. MIN. 30' BUFFERYARD REQUIRED. SHADE OR EVERGREEN TREES: 8. ORNAMENTAL TREES: 2. SHRUBS: 20. SEDG 104 UP 5 2 NW 2 CC 1 OV IWR 3 ISG 3 HPL 3 THESE PARKING SPOTS DO NOT MEET PLANTING REQUIREMENTS. EACH PARKING SPACE MUST BE WITHIN 66' OF A SHADE TREE. FORB 12 53 PVS CA 8 QRF 6 ALSC 36 GERA 750 339 SAL SAL 43 SAL 193 36 SAL SAL 49 SAL 163 SAL 46 487 SAL HPL 10 5 HPL10 VDE 792 GERA DLO 127 43 AMHU 4 UP 2 UP 2 LT 1 QB 1 QMU 2 QB 1 QB 2 QMU TA 3 PB 3 QB 2 UP 1 IVHG 6 UP 2 IVHG 10 IVHG 5 UP 1 GT 1 PB 1 GT 1 QR 4 3 NW 1 NW 1 CC HPL 5 HPL 3 VDE 2 VDE 2 1 CK 1 TA VDE 3 1 TA 4 TCHPL 3 1 TC HPL 5 2 TC 1 CK 1 CC SWAL 7,840 sI SEDG 4,110 EXISTING TREE, 36" EXISTING TREE, 8" REAR BUFFERYARD "A"; MIN. 10' PROPERTY LINE LENGTH = 217' EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 10"CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFLIMIT OF WORK 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY FROM OUTSIDE INDIANAINSIDE INDIANA 1-800-428-52001-800-382-5544 (TWO WORKING DAYS PLEASE) HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" 1 L-503 PLANTING PLAN 1"=20'-0"0 10'20'40' GENERAL NOTES: 1.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 2.ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING. 3.ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH. 4.TOPSOIL DEPTHS: 5.1.TURF - 6" 5.2.GROUND COVER/SHRUBS - 14" 5.3.TREE - DEPTH OF ROOTBALL AND 2X WIDTH 6.ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST PLANTING NOTES 1.PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2.MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR PLACEMENT OF HATCHED AREAS. 3.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR PROPOSED UTILITIES. 4.COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 5.INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. 6.PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS. 7.REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING, AND STAKING REQUIREMENTS. 8.FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST OF CONTRACTOR. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-505 SITE PLANTING PLAN 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 MATCHLINE - SEE L-506 MATCHLINE - SEE L-504 STOPUGEUGEUGEQR 4 NW 2 LT 2 3 LT 2 TA EXISTING TREE, 36" EXISTING TREE, 10" EXISTING TREE, 12" EXISTING TREE, 12" EXISTING TREE, 8" EXISTING TREE, 10" L IM I T O F WOR K LIMIT OF WORKLIMIT OF WORK18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY FROM OUTSIDE INDIANAINSIDE INDIANA 1-800-428-52001-800-382-5544 (TWO WORKING DAYS PLEASE) HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" 1 L-504 PLANTING PLAN 1"=20'-0"0 10'20'40' GENERAL NOTES: 1.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN. 2.ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING. 3.ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH. 4.TOPSOIL DEPTHS: 5.1.TURF - 6" 5.2.GROUND COVER/SHRUBS - 14" 5.3.TREE - DEPTH OF ROOTBALL AND 2X WIDTH 6.ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST PLANTING NOTES 1.PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2.MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR PLACEMENT OF HATCHED AREAS. 3.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR PROPOSED UTILITIES. 4.COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 5.INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. 6.PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS. 7.REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING, AND STAKING REQUIREMENTS. 8.FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST OF CONTRACTOR. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-506 SITE PLANTING PLAN 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 MATCHLINE - SEE L-505 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-701 SITE DETAILS 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 9.6 33.6 30.0 2.38 32.0 A A 2113 Shown SECTION A-A SCALE 1 : 8 DETAIL | SARIS BIKE RACK 3/4" 1'-0" SURFACE INSTALL PER MANUFACTURERS INSTRUCTION A5 P-CCPL-59L-701 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER FRONT VIEW - LASER-CUT STEEL DOM TUBING. - STAINLESS STEEL AIRCRAFT CABLE. - PHILIPS AND STANDARD SCREWDRIVERS, STEEL CORE TIRE LEVERS (2), HEADSET/PEDAL WRENCH, 8/10 AND 9/11MM CONE WRENCHES, TORX T-25, HEX KEY SET. SPECIFICATIONS: MATERIAL: TOOL TETHERING: TOOLS INCLUDED: SIDE VIEW BIKE REPAIR STATION 3/4" 1'-0" B5 P-CCPL-58L-701 DETAIL | CORDIA BIKE RACK 3/4" 1'-0" 1'-8"2'-1012"112" 8" 8"2"SURFACE MOUNTED WITH EMBEDDED ANCHORS 312" D5 P-CCPL-56L-701 DETAIL | BENCH PAD 1/2" 1'-0" 6'-0" 12'-0" 2'-117 8" COMPANION SEATING 2'-117 8" COMPANION SEATING 4'-0" 6" CL ASPHALT PAVING; REF: CIVIL DWGS. 5" POURED-IN-PLACE CONCRETE PAD SURFACE MOUNT, PER MANUFAACTURER 6' BENCH, BACKED 5" POURED-IN-PLACE CONCRETE PAD 6' BENCH, BACKED P-CCPL-60 E3 L-701 GRADE 1" 1'-0" 2'-4"6'-0" MIN.REFER TO SPEC SECTION 107516 "GROUND SET POLES" CONCRETE FOOTING BLACK ASPHALTUM PAINT ON POLE BELOW GRADE STEEL CENTERING WEDGES (6) #6 VERTICAL BARS, #3 TIES SPACES AT 12" O.C. SECTION | FLAG POLE BASE WATERPROOF COMPOUND 2" DEEP HARDWOOD WEDGES REMOVE AFTER TAMPING SAND DRY SAND TIGHTLY TAMPED AFTER ALIGNING POLE FOUNDATION SLEEVE HOT DIP GALVANIZED STEEL STEEL BASE PLATE STEEL SUPPORT PLATE WELDED TO STEEL GROUND SPIKE ELECTRICAL CONDUIT; REF ELECTRICAL DWGS. P-CCPL-561 A2 L-701 DETAIL | SCULPTURE PAD 3/4" 1'-0" REF: SCULPTURE SCHEDULE 4"3'-6" MIN.1'-4" REF: SCULPTURE SCHEDULE REF: SCULPTURE SCHEDULESCULPTURE BASE, SURFACE RETARDER FINISH 6"6"6"3" CLEAR MIN., TYP. #3 12" O.C., EW (2) #3 BENT BAR, 12" LAP MIN. (4) #4 VERTICAL BARS WITH #3 CLOSED TIES AT 12" O.C. PLAN VIEW SECTION2" MIN.2" CHAMFER EDGE FG A4 P-CCPL-68L-701 DETAIL | LITTER RECEPTACLE 3/4" 1'-0" 2'-012" OPENING AND TURN LID TO EMPTY LOCK 8" SQUARE BAR BASKET INSERT 2'-9"SURFACE MOUNTED, ANCHORING HARDWARE BY OTHERS C4 P-CCPL-75L-701 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-702 SITE DETAILS 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 #5@12"O.C. BOTH WAYS, TYP 18" MIN TYP8"MIN2'-10" TYP12" MIN 3'-0"TYP8"TYPPRECAST CONCRETE STAIR TREAD SET ON MORTAR BASE W/ 1 2"Ø X 4" MIN. SS PIN, 2 PER PIECE, MIN. 4000 PSI CAST-IN-PLACE CONCRETE BASE COMPACTED OR UNDISTURBED SUBGRADE COMPACTED AGGREGATE BASE EMBEDDED 1 1 2"Ø ANODIZED ALUMINUM HANDRAIL POST, FINISH COLOR: TBD. CORE DRILL CONC. PAVING & SET, FILL ALL VOIDS W/ EPOXY, PROVIDE SLIP FLANGE OVER EVERY BASE THICKEN CONCRETE PAVEMENT AT TOP OF STAIRS, TURN DOWN REINFORCING, TYP 1 2"ØX18" DOWELS SET AT 24" O.C MIN. AT CONCRETE SLAB EXPANSION JOINTS, FILL VOIDS W/ NON-SHRINK EPOXY GROUT 12"12"12" MIN 1 16" DEEP CHANNEL AT NOSE OF ALL STAIRS W/ ACID WASH FINISH TO EXPOSE AGGREGATE FOR ANTI-SLIP PROTECTION NOSE OF STAIR TREAD TOP OF TREAD TO BE SLIP RESISTANT FINISH. 1 2" TYP PRECAST CONCRETE STAIR TREADS TO MATCH ARCH. PRECAST TYPE 1. PROVIDE ANTI-SLIP FINISH ON TOP SURFACE PITCH 1 2"R 2" 1 2"6"TYP1 16" DEEP CHANNEL AT NOSE OF ALL STAIRS W/ ACID WASH FINISH TO EXPOSE AGGREGATE FOR ANTI-SLIP PROTECTION TYPICAL TREAD 1'-0" TYP 4" MIN. STAIR SECTION 1/2" = 1'-0" 10" TYPICAL SECTION STAIR PLAN R 3 "2"58"714"A4 P-CCPL-62 PLAN: SECTION 'A-A': A A NOTES: 1.SET ESCUTCHEON PLATE ON SILICONE ADHESIVE BASE. 2.SUBMIT COMPLETE SHOP DRAWINGS FOR REVIEW PER SPEC. 055213. DETAIL | HANDRAIL POST ESCUTCHEON PLATE 6" = 1'-0" 1" CL 1" R2" 1"1"1"1"78"1916"1916"4"2"2" 4" 1"1" R2"HANDRAIL POST PER ELEVATIONS AND DETAILS HANDRAIL POST PER ELEVATIONS AND DETAILS FINISH GRADE PAVING OR STAIR TREAD SUBSTRATE PER PLANS AND DETAILS NON-SHRINK GROUT PER HANDRAIL EMBEDMENT DETAILS JOINT SEALANT (CLEAR), TYP. 3 12"Ø CORE DRILL HOLE 14" X 4"Ø ESCUTCHEON PLATE (SPEC. 055213) 14" X 4"Ø ESCUTCHEON PLATE (SPEC. 055213) 3 12"Ø CORE DRILL HOLE C6 P-CCPL-64L-702 DETAIL | HANDRAIL POST (GROUND MOUNT) 3" = 1'-0" 17 8"EQ.EQ. 312"Ø CONCRETE PAVING APPLICATION:6" MIN.3'-0"DETAIL HANDRAIL POST ESCUTCHEON PLATE HANDRAIL (DASHED): 2"Ø SCH. 40 PIPE (SPEC. 055213) SHAPE HANDRAIL POST TO MATCH PROFILE OF HANDRAIL, TYP. HANDRAIL POST: 3 4" X 1 7 8" BAR STOCK (SPEC. 055213) FINISH GRADE CONCRETE PAVING PER PLANS AND DETAILS; THICKEN AS REQ'D FOR MIN. HANDRAIL EMBEDMENT FILL CORE-DRILLED HOLE COMPLETELY W/ NON-SHRINK GROUT CONCRETE PAVING FOR UNIT PAVER SUBSTRATE; THICKEN AS REQ'D FOR MIN. HANDRAIL EMBEDMENT CORE-DRILLED HOLE C4 P-CCPL-63L-702 SECTION | PEDESTRIAN LIGHT POLE PAD CL CENTERLINE OF LIGHT POLE LIGHT POLE (REF: ELEC. DWGS.) LIGHT POLE ANCHOR BOLT SHROUD (REF: ELEC. DWGS.) ORGANIC MULCH (SPEC. 329300) FINISH GRADE PLANTING SOIL MIX FOR PLANTS (SPEC. 329119) CONCRETE PAVING OVERLAY PER PLANS AND DETAILS CAST-IN-PLACE CONCRETE POLE BASE (REF: ELEC. DWGS.) ANCHOR BOLTS, CONDUIT AND GROUNDING (REF: ELEC. DWGS.) NOTE: 'D' = DEPTH PER CONCRETE PAVING DETAILS 1'-6" 9"9"'D'1/2" = 1'-0" E4 P-CCPL-66L-702 'B' EQ. CL EQ. CENTERLINE OF LIGHT POLE LIGHT POLE (REF: ELEC. DWGS.) LIGHT POLE ANCHOR BOLT SHROUD (REF: ELEC. DWGS.) ORGANIC MULCH (SPEC. 329300) FINISH GRADE PLANTING SOIL MIX FOR PLANTS (SPEC. 329119) CONCRETE PAVING OVERLAY PER PLANS AND DETAILS CAST-IN-PLACE CONCRETE POLE BASE (REF: ELEC. DWGS.) ANCHOR BOLTS, CONDUIT AND GROUDING (REF: ELEC. DWGS.) NOTE: 'B' = WIDTH OF CONCRETE POLE BASE PER PLANS PEDESTRIAN LIGHT POLE PAD | IN PLANTING 1/2" = 1'-0" E3 P-CCPL-65L-702 4"FACE OF UTILITY OR STRUCTURE MINERAL MULCH, HOLD DOWN 1" FROM FLASHING FILTER FABRIC, TYP. STEEL EDGING FINISH GRADE COMPACTED SUBGRADE 1" = 1'-0" DETAIL | MAINTENANCE STRIP 1'-0"1"C3 P-CCPL-67L-702 SECTION | AGGREGATE SURFACE PAVING 1 1/2" = 1'-0"6"3"FINISH GRADE COMPACTED SUBGRADE TO 95% STANDARD PROCTOR STABLIZED DECOMPOSED GRANITE SURFACING (SPEC. 321540) COMPACTED No. 53 STONE BASE GEOFABRIC UNDISTURBED SUBGRADE1'-6" MIN.L-702 P-CCPL-560 A31'-6"3"CLR.3"CLR.4" #3 VERT. @ 24" O.C. #3 HORIZ. (CONT.) @ TOP & BOTTOM TRANSVERSE MEDIUM BROOM FINISH 14" EDGE RADIUS, TYP. CONCRETE RIBBON CURB PLANTING AREA FINISH GRADE ISOLATION JOINT (REF: ) SECTION | CONCRETE RIBBON CURB SECTION CONCRETE PAVING (LIGHT DUTY) D1/L-201 1 1/2" = 1'-0" A1 P-CCPL-74L-702 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-703 SITE DETAILS 1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020 2 TAC / BZA COMMENTS 05/14/2020 SECTION | WALL AND PLANTING AREA 3/4" 1'-0" 1'-0"8'-6"8" T/WALL 763.07' T/GRADE BEAM 760.78' B/GRADE BEAM 757.78'2'-312"3'-0"CITY HALL PARKING LOT W. WASHINGTON ST. SIDEWALK PLANTING AREA - REFER TO PLANTING AND SOILS PLANS SECTION PLANTER CURBSIM. SECTION CONCRETE PAVING (LIGHT DUTY) SECTION CONCRETE PAVING (LIGHT DUTY) SECTION THRESHOLD WALL SIM. 12" DEPTH MANUFACTURED SOIL MIX (SPEC. 329119) SLOPE VARIES SLOPE VARIES SLOPE VARIES FINISH GRADE 2" DEPTH ORGANIC MULCH (SPEC. 329300) L-703 P-CCPL-69 E3 SECTION | THRESHOLD WALL 1 1/2" 1'-0" 1'-0" 1'-0"3'-0"12"VARIES (SEE WALL ELEVATIONS)1 4" EASED EDGE (ALL CORNERS) DOLOMITIC LIMESTONE BLOCK W/ BUSH HAMMER FINISH FRONT AND BACK FACES (ALL OTHER FACES SHALL BE SMOOTH SAWN) 'BACK FACE' (BUSH HAMMER FINISH) 'FRONT FACE' (BUSH HAMMER FINISH) 2"2"8"3"CLR.MORTAR SETTING BED STAINLESS-STEEL MASONRY DOWEL; 3 4"Ø X 1'-6" PER OTHER DETAILS (EMBED 9" IN CONCRETE; DRILL AND EPOXY W/ HILTY HY-200) CONCRETE PAVING, TYP. (SEE PLANS) (4) #4 CONT. (EACH FACE) #4 @ 12" O.C. (EACH FACE) GRADE BEAM: CAST-IN-PLACE CONCRETE (SPEC. 033053) COMPACTED SUBGRADE ISOLATION JOINT WITHOUT DOWEL, TYP. (REF: ) COATED PORTIONS OF LIMESTONE BELOW FINISH GRADE WITH CEMENTITIOUS COATING SKATEBOARD DETERRENT NOTCH (WHERE SHOWN) C6 P-CCPL-73L-703 CONCRETE PAVING JOINT DETAILS 1 1/2" 1'-0" SAWCUT JOINT TOOLED ISOLATION JOINT (1/4" EDGE RADIUS) W/ PRE-FORMED JOINT MATERIAL, ZIP-STRIP AND SEALANT NOTE: DO NOT RETRACE TOOLED JOINTS AFTER BROOM FINISH, UNLESS NOTED OTHERWISE. 18"1"18"1"12" 12" BUILDING FACE AT BUILDING ENTRY THAT REQUIRES PROTECTION FROM FROST HEAVE OF THE CONCRETE PAVING ISOLATION JOINT WITHIN PAVING: ISOLATION JOINT @ VERTICAL CONSTRUCTION (FOR BUILDING ENTRY): CONTRACTION JOINT 'A' (SINGLE CUT JOINT): CONTRACTION JOINT 'B' (DOUBLE CUT JOINT): NOTE: SAWCUT JOINT AS SOON AS POSSIBLE AFTER THE CONCRETE HARDENS. THE CONCRETE IS HARD ENOUGH WHEN THE BLADE DOES NOT DISLODGE AGGREGATE AND WHEN THE EDGES OF THE CUT DO NOT RAVEL. COMPLETE SAWCUTTING BEFORE SHRINKAGE BECOMES SUFFICIENT TO PRODUCT CRACKING. 3" NOTE: DO NOT RETRACE TOOLED JOINTS AFTER BROOM FINISH, UNLESS NOTED OTHERWISE. TOOLED ISOLATION JOINT (1/4" EDGE RADIUS) W/ PRE-FORMED JOINT MATERIAL, ZIP-STRIP AND SEALANT NOTE: SAWCUT JOINT AS SOON AS POSSIBLE AFTER THE CONCRETE HARDENS. THE CONCRETE IS HARD ENOUGH WHEN THE BLADE DOES NOT DISLODGE AGGREGATE AND WHEN THE EDGES OF THE CUT DO NOT RAVEL. COMPLETE SAWCUTTING BEFORE SHRINKAGE BECOMES SUFFICIENT TO PRODUCT CRACKING. SAWCUT JOINT W/ BEVELED EDGE AS SHOWN (BASED ON PROEDGE BEVELED BLADE PROFILE 'XL-V23') CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING (REF: CIVIL DWGS.) 'DIAMOND DOWEL' TAPERED PLATE DOWEL @ 24" O.C.; INSTAL PER MANUFACTURER INSTRUCTIONS WELDED-WIRE REINFORCEMENT PER PAVING DETAIL (IF REQUIRED) 1/4"1"CONTRACTION JOINT 'C' (TOOLED EDGE RADIUS): NOTE: DO NOT RETRACE TOOLED JOINTS AFTER BROOM FINISH, UNLESS NOTED OTHERWISE. TOOLED CONTRACTION JOINT W/ 1/4" EDGE RADIUS (EACH SIDE) CONCRETE PAVING WELDED-WIRE REINFORCEMENT PER PAVING DETAIL 14"5 8" TOOLED ISOLATION JOINT (1/4" EDGE RADIUS) W/ PRE-FORMED JOINT MATERIAL, ZIP-STRIP AND SEALANT NOTE: DO NOT RETRACE TOOLED JOINTS AFTER BROOM FINISH, UNLESS NOTED OTHERWISE. 12" BUILDING FACE, STRUCTURE, COLUMN, AND/OR WALL NOT REQUIRING JOINT DOWEL FOR CONTROLLING FROST HEAVE ISOLATION JOINT @ VERTICAL CONSTRUCTION (NOT @ BUILDING ENTRY): 3" CONCRETE PAVING 12"L x 3/8"Ø JOINT DOWEL @ 24" O.C. DRILL HOLE 1/8" LARGER THAN JOINT DOWEL Ø TO ALLOW FREE MOVEMENT WELDED-WIRE REINFORCEMENT PER PAVING DETAIL WELDED-WIRE REINFORCEMENT PER PAVING DETAIL WELDED-WIRE REINFORCEMENT PER PAVING DETAIL WELDED-WIRE REINFORCEMENT PER PAVING DETAIL A2 P-CCPL-70L-703 SECTION | CONCRETE PAVING (LIGHT DUTY) 1 1/2" 1'-0" COMPACTED No. 53 STONE BASE COMPACTED SUBGRADE TO 95% STANDARD PROCTOR5"4"CONCRETE PAVING; FINISH PER PLANS AND SPECIFICATIONS NOTES: 1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE FOR JOINT DETAILS. 3.REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE FOR REENTRANT CORNER REINFORCING DETAILS. 4.PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE FOR PIPE PENETRATION REINFORCING DETAILS. WELDED-WIRE REINFORCEMENT PLACED MID-DEPTH (IF REQUIRED BY SPECIFICATIONS) C3 P-CCPL-72L-703 SECTION | CONCRETE PAVING (HEAVY DUTY) 1 1/2" 1'-0" CONCRETE PAVING; FINISH PER PLANS AND SPECIFICATIONS COMPACTED No. 53 STONE BASE 12" DEPTH COMPACTED SUBGRADE TO 95% STANDARD PROCTOR8"6"NOTES: 1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE FOR JOINT DETAILS. 3.REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE FOR REENTRANT CORNER REINFORCING DETAILS. 4.PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE FOR PIPE PENETRATION REINFORCING DETAILS. WELDED-WIRE REINFORCEMENT PLACED MID-DEPTH (IF REQUIRED BY SPECIFICATIONS) E3 P-CCPL-71L-703 DEMOLITION ITEMS: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEMOLITION ITEMS: DEMOLITION LEGEND: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: 4TH AVE SE4TH AVE SE 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 3 3 3 3 3 4 5 5 6 6 6 6 6 6 7 8 8 8 8 8 8 8 8 3 9 9 9 9 9 9 9 9 10 11 6 6 14 15 15 15 15 15 15 15 16 17 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 14 2 3 14 14 14 14 18 19 2 2 2 NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DEMOLITION PLAN C100 GENERAL DEMOLITION NOTES: ADDITIONAL CITY OF CARMEL NOTE: GENERAL NOTES: TRENCH BACKFILL REQUIREMENTS: COMPACTION OF EXISTING SITE: EEEEEEEEEECCCCCCCCC C C C C C EEEEEEEEEECCCCCCCCC C C C C C EEEEEEEEEECCCCCCCCC C C C C C2 2 3 3 3 3 3 3 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 5 5 6 66 66 6 666 6 6 8 8 8 8 8 3 3 3 3 9 9 9 9 9 9 9 9 9 10 11 12 14 14 14 14 3 15 15 15 15 15 15 18 18 18 18 1818 18 18 18 18 18 1818 18 18 18 18 18 18 18 18 18 18 9 18 14 DEMOLITION ITEMS: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEMOLITION ITEMS: DEMOLITION LEGEND: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DEMOLITION PLAN C101 GENERAL DEMOLITION NOTES: ADDITIONAL CITY OF CARMEL NOTE: GENERAL NOTES: TRENCH BACKFILL REQUIREMENTS: COMPACTION OF EXISTING SITE: CONTRACTOR NOTE: DEMOLITION ITEMS: DEMOLITION LEGEND: DEMOLITION ITEMS: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: 4TH AVE SE4TH AVE SE 2 2 2 2 3 3 3 4 4 3 66 7 8 8 3 9 10 11 14 15 15 15 17 18 18 18 18 18 18 14 2 3 14 14 14 19 NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DEMOLITION PLAN C102 GENERAL DEMOLITION NOTES: ADDITIONAL CITY OF CARMEL NOTE: GENERAL NOTES: TRENCH BACKFILL REQUIREMENTS: COMPACTION OF EXISTING SITE: CONTRACTOR NOTE: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS:E MAIN ST.4TH AVE SEE MAIN ST.4TH AVE SE YIELD YIELD YIELD YIELD YIELD GENERAL GRADING NOTES: ” NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE GRADING PLAN C300 UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS:GGGGGG4TH AVENUEGGGGGG4TH AVENUESTOPSTOPSTOPSTOPPROPOSED BMP & ACCESS EASEMENTYIELDYIELDYIELDYIELDYIELDYIELD YIELD YIELD YIELD YIELD YIELD GGGGGG4TH AVENUEGENERAL GRADING NOTES: ” NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE GRADING PLAN C301 REV#1 CARMEL CITY TAC COMMENT RESPONSE 5/14/2020 UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: 4TH AVE SE4TH AVE SE GENERAL GRADING NOTES: ” NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE GRADING PLAN C302 UTILITY NOTE: FLOOD NOTE: BENCHMARKS: ADDITIONAL CITY OF CARMEL NOTES: NOTES: YIELDYIELD YIELD YIELD YIELD YIELD YIELDE MAIN ST.4TH AVE SE NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 DRAINAGE PLAN C400 UTILITY NOTE: FLOOD NOTE: BENCHMARKS: ADDITIONAL CITY OF CARMEL NOTES: NOTES:STOPSTOPSTOPSTOPPROPOSED BMP & ACCESS EASEMENTYIELDYIELDYIELDYIELDYIELDYIELD YIELD YIELD YIELD YIELD YIELD W W W W W W W W OHU OHU OHU OHU OHU GGOHU OHUOHUGGGGWWWWWC C C C C C NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 C401 DRAINAGE PLAN UTILITY NOTE: FLOOD NOTE: BENCHMARKS: ADDITIONAL CITY OF CARMEL NOTES: NOTES: 4TH AVE SE NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 C402 DRAINAGE PLAN DRAINAGE SUMMARY STR E102 - 114 PROFILE STR E104 - 121 PROFILE STR E102 - 114 PROFILE STR E104 - 121 PROFILE STR 116 - 125 PROFILE COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 STORMSEWER PROFILES C403 STR E200 - 206 PROFILE COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 STORMSEWER PROFILES C404 STOPSTOPPROPOSED BMP & ACCESS EASEMENTYIELDYIELDYIELDYIELDYIELDYIELD YIELD YIELD YIELD YIELD YIELDE MAIN ST.4TH AVE SE W W W W W W OHU OHU GGOHU OHUOHUOHUGGGGWC C C C UTILITY NOTE: FLOOD NOTE: COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 FLOOD ROUTING PLAN C405 NORTH UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS:E MAIN ST.4TH AVE SEE MAIN ST.4TH AVE SE YIELDYIELD YIELD YIELD YIELD YIELD YIELD GENERAL UTILITY NOTES: NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE UTILITY PLAN C500 UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: OHU OHU OHU OHU OHU OHU OHU GGOHU OHUOHUGGGG4TH AVENUEOHU OHU OHU OHU OHU OHU OHU GGOHU OHUOHUGGGG4TH AVENUESTOPSTOPSTOPSTOPPROPOSED BMP & ACCESS EASEMENTYIELDYIELDYIELDYIELDYIELDYIELD YIELD YIELD YIELD YIELD YIELD OHU OHU OHU OHU OHU OHU OHU GGOHU OHUOHUGGGG4TH AVENUEGENERAL UTILITY NOTES: NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE UTILITY PLAN C501 UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: 4TH AVE SE4TH AVE SE GENERAL UTILITY NOTES: NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE UTILITY PLAN C502 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C800 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C801 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C802 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C803 2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343 Phone (888) 344-9044 Fax (423) 826-2112 www.aquashieldinc.com Structure #: Drawn By: Scale: Date:6/26/2019 Rvwed Rvw. Date U.S. Patent No. 6524473 and other Patent Pending Aqua-Swirl XCelerator As Shown OFlores Aqua-Swirl Stormwater Treatment System Standard Detail XC-7 CCW STD XC-7 STD Aqua-Swirl Polymer Coated Steel (PCS) Stormwater Treatment System 12 in [305 mm] Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS 4 in [1219 mm] Min. Gravel Backfill Concrete Wrap Compressible Expansion Joint Material to a minimum 1/2-inch [13 mm] thickness around top of riser to allow transfer of inadvertent loading from manhole cover to concrete slab. Riser Soil Cover Frame 1/2 in [13 mm] 1/2 in [13 mm] Place small amount of concrete [3,000 psi [20 MPa] (min)] to support and level manhole frame. DO NOT allow manhole frame to rest upon riser. Backfill (90% Proctor Density) 8 in [203 mm] 4 1/2 in [114 mm] Unless other traffic barriers are present, bollards shall be placed around access riser(s) in non-traffic areas to prevent inadvertent loading by maintenance vehicles. Manhole Frame & Cover Detail For Traffic Loading Areas NTS Cover Frame 48 in[1219 mm] Min. Backfill (90% Proctor Density) 3,000 psi [20 MPa] (min) Concrete #4 [13 mm] Rebar @ 6 in [152 mm] Each Way 30 in [762 mm] Riser 1/2 in[13 mm] 4 1/2 in[114 mm] 14 in[356 mm] 1/2 in [13 mm] Thick Expansion Joint Material If traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m] diameter, 14-inch [356 mm] thick reinforced concrete pad must be placed over the Stormwater Treatment System Riser to support and level the manhole frame, as shown. The top of riser pipe must be wrapped with compressible expansion joint material to a minimum 1/2-inch [13 mm] thickness to allow transfer of wheel loads from manhole cover to concrete slab. Manhole cover shall bear on concrete slab and not on riser pipe. The concrete slab shall have a minimum strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm] reinforcing steel as shown. Minimum cover over reinforcing steel shall be 1-inch [25 mm]. Top of manhole cover and concrete slab shall be level with finish grade. Please see accompanied Aqua-Swirl specification notes. See Site Plan for actual System orientation. Approximate dry (pick) weight: 3800 lbs [1700 kg]. Backfill shall extend at least 18 inches [457 mm] outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser) extending laterally to undisturbed soils. (See MH Detail Below) Backfill Bedding Undisturbed soil 18 in [457 mm] 6 in [152 mm] 1 1 As an alternative, 42 in [1067 mm] diameter, HS-20/25 rated precast concrete rings may be substituted. 14 in [356 mm] thickness must be maintained. XC-7 inlet/outlet pipe size ranges up to 42 in [1067 mm]. XC-7 chamber height may vary up to 151 in [3835 mm], depending on inlet/outlet pipe size. Orientation may vary from a minimum of 90° to a maximum of 180°. Clockwise or counterclockwise orientation as needed. 2 3 3 2 Plan View SCALE 1:40 96 in [2438 mm] 96 in [2438 mm] n42 in [1067 mm] n42 in [1067 mm] 2 Octagonal Base Plate Ø84 in [Ø2137 mm] Elevation View SCALE 1:40 85 in [2159 mm] 151 in [3835 mm] [1067 mm][940 mm] 5 MH Frame [127 mm] n30 in [762 mm] Band Coupler by Manufacturer. (as needed)Riser Manhole Frame and Cover by Manufacturer. (See Details) Rim elevations to match finish grade. Pipe coupling by Contractor. 12 in [305 mm] long Stub-out by Manufacturer. 4 4 el. Varies Inlet/Outlet Invert el. Varies el. Varies Grade (Rim) el. Varies Pipe coupling by Contractor. 12 in [305 mm] long Stub-out by Manufacturer. 180° n84 in [2134 mm] Projected View SCALE 1:70 Optional inlet orientations available (See note 4) *ACTUAL CONFIGURATION PER THE PLAN TO BE PROVIDED BY CONTRACTOR AND SHALL BE SUBMITTED FOR REVIEW DETAIL 401 - STRUCTURE 101 DETAILS FRONT VIEW SIDE VIEW OUTLET DETAIL 405 - TYP. NATIVE VEGETATED SWALE BMP NOTES: VEGETATIVE SWALE NOTES: WEST SWALE SITE DETAILS C804 DETAIL 407 - RIP RAP APRON DO NOT MOW DO NOT SPRAY STORMWATER MANAGEMENT FACILITY DETAIL 404 - STORMWATER MANAGEMENT FACILITY AREA SIGN DETAIL DETAIL 402- NATIVE DRY POND BMP SECTION DETAIL 406 - AQUA SWIRL XC-7 DETAIL DETAIL 403 - NORTH DRY POND EMERGENCY OVERFLOW WEIR DIMENSIONS COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C805 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C806 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C807 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C808 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C809 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C810 DETAIL 201 - MEDIUM DUTY ASPHALT PAVEMENT SECTION DETAIL 207 - TRAFFIC SIGNAGE/ HC SIGNAGE DETAIL 202 - HEAVY DUTY ASPHALT PAVEMENT SECTION DETAIL 206 - CONCRETE WHEEL STOP FINE $50-$300 PARKING RESERVED DETAIL 204 - ADA ACCESSIBLE PARKING SIGN DETAIL 203 - PAINTED ADA ACCESSIBLE SYMBOL DETAIL NOT TO SCALE DETAIL 205 - ADA ACCESSIBLE PARKING STALLS COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C811 A A 28'-3"+/- COORDINATE WITH MECHANICAL DRAWINGS 8"8"8"36"DETAIL 3 - CHILLER PIPING UTILITY TRENCH SECTION A-A 27"DEPTH VARIES43" 8"8" 8"8" 2'2'8"8"8" DETAIL 1 - CONCRETE PAVEMENT SECTION DETAIL 2 - CONCRETE JOINTS COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C812 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 SITE DETAILS C813 STOPSTOPSTOPPROPOSED BMP & ACCESS EASEMENTE MAIN ST.4TH AVE SE ADJOINEROHU OHU OHU OHU OHU GGOHU OHUOHUGGGGC C C CE MAIN ST.4TH AVE SE ADJOINEROHU OHU OHU OHU OHU GGOHU OHUOHUGGGGC C C C UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 TEMPORARY STORMWATER POLLUTION PREVENTION PLAN C900 GENERAL NOTES: SOIL LEGEND SOILS MAP (A18) SOIL MAP SITE DATA: EROSION CONTROL RESPONSIBLE PERSON STOPSTOPSTOPSTOPPROPOSED BMP & ACCESS EASEMENTYIELDYIELDYIELDYIELDYIELDYIELD YIELD YIELD YIELD YIELD YIELD 4TH AVE SE ADJOINEROHU OHU OHU OHU OHU GGOHU OHUOHUGGGGC C C C 4TH AVE SE ADJOINEROHU OHU OHU OHU OHU GGOHU OHUOHUGGGGC C C C UTILITY NOTE: FLOOD NOTE: BENCHMARKS: UTILITY NOTE: FLOOD NOTE: BENCHMARKS: NORTH COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 C901 PERMANENT STORMWATER POLLUTION PREVENTION PLAN GENERAL NOTES: SOIL LEGEND (A18) SOIL MAP EROSION CONTROL RESPONSIBLE PERSON SITE DATA: COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 C902 STORMWATER POLLUTION PREVENTION NOTES (13) MATERIAL HANDLING AND SPILL PREVENTION (4) POST CONSTRUCTION STORMWATER QUALITY (3) STORMWATER QUALITY IMPLEMENTATION (1) POTENTIAL LANDUSE POLLUTANTS EROSION CONTROL MAINTENANCE REQUIREMENTS K. MONITORING AND MAINTENANCE GUIDELINES (2) LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE (10) LOCATION OF PROPOSED SOIL STOCKPILES (12) EROSION CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS SWPPP FOR POST CONSTRUCTION- CITY OF CARMEL (3) ESTIMATED PEAK DISCHARGE (7) POTENTIAL CONSTRUCTION POLLUTANTS (2) RECEIVING WATERS (1) HYDROLOGIC UNIT CODE SWPPP FOR CONSTRUCTION SITES- CITY OF CARMEL (6) SOIL MAP (5) LOCATION WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER (4) LOCATION WHERE SPECIFIC POINTS OF STORMWATER DISCHARGE LEAVING THE SITE (8) TEMPORARY & PERMANENT STORMWATER QUALITY MEASURES C. CONCENTRATED FLOW SEDIMENT CONTROL B. SHEET FLOW SEDIMENT CONTROL A. CONSTRUCTION ENTRANCE INFORMATION (11-B) PERMANENT SURFACE STABILIZATION (11-A) TEMPORARY SURFACE STABILIZATION DESCRIPTION MEASURES: D. INLET PROTECTION LOCATIONS AND SPECS. E. RUNOFF CONTROL MEASURES F. OUTLET PROTECTION SPECIFICATIONS G. GRADE STABILIZATION MEASURES H. STORMWATER QUALITY DETAILS I. TEMPORARY SURFACE STABILIZATION J. PERMANENT SURFACE STABILIZATION (9) GENERAL CONSTRUCTION SEQUENCE (5) POST CONSTRUCTION MAINTENANCE GUIDELINES (14) CONTACT INFORMATION EROSION CONTROL RESPONSIBLE PERSON COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 18104.00 Owner Mechanical / Electrical Engineer Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 55 4TH Ave. SE Carmel, IN 46032 317-814-3900 CARMEL CLAY PUBLIC LIBRARY Carmel Clay Public Library Renovation 55 4th Ave SE Carmel, IN 46032 Structural Engineer 10 Shoshone Drive Carmel, IN 46032 317-818-1912 CE Solutions 1344 South Rangeline, Suite 202 Carmel, IN 46032 317-344-8044 KBSO Consulting, LLC 530 E. Ohio Street, Suite G Indianapolis, IN 46204 317-655-7777 Project Number 191-706 Civil & Environmental Consultants, INC Technology Design Garage Consultant 1650 East 49th Street Indianapolis, IN 46205 317-536-8000 Design 27 6602 East 75th Street, Suite 210 Indianapolis, IN 46250 317-842-6890 Walker Consultants NOT FOR CONSTRUCTION FOR REFERENCE ONLY DESIGN DEVELOPMENT ESTIMATE PACKAGE 1 4/13/2020 TAC COMMENT RESPONSE2 5/14/2020 C903 STORMWATER POLLUTION PREVENTION DETAILS DETAIL 908 - TEMPORARY CONSTRUCTION ENTRANCE (SITES 2 ACRES OR LARGER) DETAIL 900 - SILT FENCE DETAIL 907 - SLOPE BLANKET INSTALLATION INSTALLATION DETAIL DETAIL 905 - EROSION CONTROL INLET PROTECTION FOR CURB INLET AND CATCH BASINS DETAIL 906 - NON-PAVED AREA CATCH BASIN INLET PROTECTION DETAIL PLAN SECTION B-B NOT TO SCALE DETAIL 901- CONCRETE WASHOUT BMP DETAIL 902 - RIP RAP APRON DETAIL DETAIL 904 - FILTER SOCK DETAIL 903 - BELOW GRATE INLET PROTECTION PERMANENT SEEDING DATES TEMPORARY SEEDING DATES LAWNS AND HIGH MAINTENANCE AREAS LEVEL AND SLOPING, OPEN AREAS TEMPORARY SEEDING PERMANENT SEEDING EROSION CONTROL RESPONSIBLE PERSON Legend:CFD- Carmel Fire DepartmentWH- Willie HallDM- Daren Mindham - ForestryJL - John LittlefootNC - Nathan ChavezItem No. Date Issued Issued by Drawing / Spec Discipline CommentResolutionResolution by Resolution Date1 3/26/2020 TO Civil 1. A majority of the garage is 28’ tall. The height of the pedestrian bridge between the garage and the library looks to be 34’ 10” in height. There is a portion of the garage, however, that is shown as 38’ 4” in height. Exactly what is include within this portion of the garage that exceeds 35’?The brick enclosure that measures approximately 38’ is the egress stair and elevator within the garage. The top floor of the garage measures 21’-10”. In order for the elevator shaft hoist way beam to meet standard elevator requirements, a hoist way beam should be installed at minimum 12’-4” above the top level of service. That requires a total interior height of at least 32’-2”. We’ll need some additional height for the roof / structure and parapet to conceal the roof. So we’ve estimated 38’ for the top of the stair / elevator enclosure. It may be able to drop to 35’ but we haven’t got that far into the details.RATIO4/1/20202 3/26/2020 TO C200 Civil 2.The site layout plan, Sheet C200, does not show the setback from the eastern and western boundaries of the parcel to the closest portions of the library building and the parking garage. What are those distances and can you please add those? Similarly, can you show the distance between edge of parking lot and the parcel boundaries on Sheet C202?We understand the zoning ordinance for R-2 to be as follows: •Main Street: Front Yard 35’ from Proposed Main Street Right of Way based upon Carmel Thoroughfare Plan…38’ from Centerline/north property line. •4th Ave SE: Front Yard 35’ from R/W. We understand the Elementary School was able to reduce this width but we weren’t sure if this would be the case for the Library. •South Property Line: Rear yard: 15’ •East Property Line: Side Yard: 5’ •Right of Way: The proposed right of way for Main Street is 76’ wide, 38’ half right of way.RATIO4/1/20203 3/26/2020 TO Civil 3.What is the Lot Coverage once the project is complete? Per the Carmel UDO, Lot Coverage is defined as The percentage of the parcel which is being developed and is covered with Buildings, principal or accessory; storage areas; driveways, parking lots and other accessory uses.Lot coverage = 62.1%RATIO4/1/20204 3/26/2020 TO Civil 4.Where is bicycle parking being provide and how many spaces? See comment from David Littlejohn. Please note that David Littlejohn, the Alternative Transportation Coordinator for Carmel, believes the Assembly category fits the library land use best. The following is the bike parking ordinance sections for Assembly uses and Commercial parking garages. David indicated that the City highly encourage long term bicycle parking for employees or any trip that will last for more than two hours, and I included this encouragement language for long term parking as well. If racks are included in a room or are sheltered/covered in the parking garage that can be considered long term bicycle parking. (see email dated 3/26 for table)In addition to public bicycle parking commercial parking garages shall also include water fountain(s), bicycle maintenance equipment such as a bike maintenance stand with bike tools, a tire pump, and other equipment. The location and design shall be reviewed and approved by the Transportation Systems Coordinator.See table from email dated 4/1 for bicycle parking numbers. We will provide a water fountain and bike repair station within the garage (under cover). RATIO4/1/20205 3/26/2020 TO Architecture 5.What is the total square footage of the library once the expansion is complete? i. 1st level – 67,107 GSFii. 2nd level – 56,567 GSFiii. Mezzanines (total of two separate) – 3,996 GSFiv. Bridge – 607 GSFv. Garage – 86,206 GSF (total) 1.Ground Level – 29,387 GSF 2.Second Level – 32,354 GSF 3.Third Level – 24,465 GSFRATIO4/1/20206 3/26/2020 TO Garage 6.How many parking spaces will be provided in the parking garage?238 spaces (including ADA)RATIO4/1/20207 3/26/2020 TO Architecture 7. How many employees are estimated?107RATIO4/1/20208 4/21/2020 DM L-502 Landscape Architecture / Civil1. First, as this is the Carmel Library, I will want a specifically labeled tree landscape plan. Each tree will need to be specified. With that, replace the red oak in the Parking Lot Shade Tree with Hackberry. We don't need acorns hitting cars. Remove the sweet gum from Shade Tree 1, to messy for a formal site with a lot of kids. Replace bur oak with red oak from Shade Tree 2.Parking lot trees are American Elm; Sweet Gums have been removed; Bur oaks replaced with Red Oak.RATIO5/4/20209 4/21/2020 DM L-504 Landscape Architecture / Civil2. Are the existing trees being preserved here? Its hard to tell, Please note the species and estimated size of each existing tree and label.Yes, existing trees are being preserved in this locaiton. Existing tree label and estimated size has been added to plans.RATIO4/30/202010 4/21/2020 DM L-504 Landscape Architecture / Civil3. Please landscape all areas of the perimeter bufferyard or show existing material to be preserved. Even if no work is done here, the entire site will need to be landscaped as the extent of the project is site wide.Additional trees have been added to perimeter bufferyard.RATIO4/30/2020TO- Tim Ochs-AttorneyAC-Angie ConnCM- Chad MillerAJ- Alex JordanPurpose:The intent of this document is to capture all Carmel questions/comments relating to the aforementioned set of documents. CARMEL CLAY PUBLIC LIBRARY RENOVATION - TAC/BZA COMMENTSUPDATED: 2020-05-14Carmel Clay Public Library Renovation18104TAC / BZA documents issued 2020-03-13Project No.Project NameA/E Document Issuance:5/14/2020Page 1 of 518104-Carmel Library TAC Comments and Responses Item No. Date Issued Issued by Drawing / Spec Discipline CommentResolutionResolution by Resolution Date11 4/21/2020 DM L-504 Landscape Architecture / Civil4. Existing trees - Please ensure that there is tree preservation fencing on all pertinent construction documents. Please label the species and estimated sizes of any existing trees on site as it is hard to tell what and where preservation is taking place.Tree preservation fence and estimated size of existing trees has been added to site preparation plan.RATIO5/4/202012 4/21/2020 DM L-505 Landscape Architecture / Civil5. Move trees to east - I know its tight here (west face of garage), but please move the trees as far from the building as possible.Trees have been moved further away from building.RATIO5/4/202013 4/21/2020 DM L-505 Landscape Architecture / Civil6. Level D buffer yard, not A - As this is adjacent to single family this is a Level D which is a 30' buffer, a variance would be needed for anything less. Please maximize plant material and buffer widths as much as possible.Revised label to 'Level D'RATIO5/4/202014 4/21/2020 DM L-506 Landscape Architecture / Civil7. Tree distance from sidewalks - Please try to keep the trees as far back from the paths as possible. ideally at least 10 feet.Trees have been offset 10' from pavement edge.RATIO5/4/202015 4/21/2020 DM C-100 Civil Existing Trees Saved - Its hard to tell what trees are getting preserved on the landscape plan. Are these trees and others getting preserved? If so, they need to be fenced off from construction. I have uploaded a tree preservation detail in the correspondence folder. I have made other comments on the landscape plans as well, but please label all trees to be preserved with species, size and show fencing around them all for protection. No grading should be done within the fencing at any time.trees to be saved have been emphasized and shown at a more realistic scale, and protective fencing has been added.CEC5/14/202016 4/21/2020 AC C-201 Civil Sidewalk connection - Please provide a sidewalk connection and/or ADA ramp, to complete the pedestrian network, and not have it just 'end'. This is at the SE corner of site, where elementary school sidewalk ends at property line.SE corner of property, the east side sidewalk ADA access will need to be coordinated with A&F as that is not in our scope of work per A&F’s plans. On a side note here…I am assuming that the elem. school plans to use this walk…however, it is fenced off on their plans with fence and gate at the back of curb and a gate is in place to access the walk eastward over the detention basin area…so this is a little confusing, so we’ll need to understand their intent for this area.CEC4/28/202017 4/21/2020 AC C-201 Civil Sidewalk at vehicular intersection of 'connector road'. - Please have the sidewalk hug the drive, and not pull away from it.Sidewalk repositioned to hug the drive.CEC4/28/202018 4/21/2020 AC C-200 Civil Cafe Outdoor Area - Please provide details on the layout of the outdoor seating/dining area for the Cafe. Please also label the Cafe's outdoor dining area on the site plan.Cafe outdoor dining area has been shown in general location only at this time CEC5/14/202019 4/21/2020 AC C-200 Civil Existing Sidewalks - Please show/label the existing side walks on the site, that are to remain.Ex. Sidewalks to remain have been noted on the plans.CEC4/28/202020 4/21/2020 AC C-200 Civil Future Right of Way - Per UDO section 1.07, compliance with the Transportation Plan (found in the Comprehensive Plan) is required. Please show/label a 90-ft wide street right of way for 4th Ave SE. If this width cannot be dedicated to the City and built out (or monies provided to the Non-Reverting Thoroughfare Fund), then a BZA variance will be required. Also, if the 90' width cannot be dedicated, please show what width can. (FYI, the new elementary school to the south received BZA variance approval for a 56-ft wide ROW.)90’ requested right of way is not shown. Tim Ochs and Carmel Library is planning on requesting a variance for this requirement.CEC4/28/202021 4/21/2020 AC C-200 Civil Existing half ROW - Please label the existing half right of way for 4th Ave SE.Ex. Right of way line has been noted on the plans.CEC4/28/202022 4/21/2020 NC Architecture 1. Do we have any plans for signage?No plans for signage at this time. Still need time to review / develop with the Library. Several layers of review / approval still need to approve internally. RATIO4/28/202023 4/21/2020 AC Architecture 2. Please submit details of the design/color/materials/height for the trash enclave for its south façade. The trash enclosure is intended to be a CMU wall with brick veneer to match the existing building, with a metal coping cap (North, East and West facades). The south façade will be a series of hinged metal doors to retrieve the trash dumpsters. They will likely be a painted, corrugated metal face (0% opacity, solid) and completely enclose the trash dumpsters. See revised drawings for additional information. RATIO4/28/202024 4/21/2020 AC C-202 Architecture 3. What is status of rezoning of parcel west of 4th Ave SE? The Veridus Group (owners rep) had a conversation with Henry M. at CRC about the re-zoning of the parcel west of 4th Ave. SE on 4-27-2020. The library intends to rezone the parcel when the library renovation project is complete or near completion. Veridus4/29/202025 4/27/2020 CM C-200 Civil Please use extreme caution during demo and proposed construction phases around the existing gas service and meter set. Also we will need a new load sheet for the building so we can make sure the current gas meter is sized correctly.Note has been added to plan on protecting existing natural gas line and meter set CEC5/14/202026 4/27/2020 AJ Drainage Report Civil Please provide a letter or email to Caleb Warner in our office requesting these variances. We will need to verify that the City Engineer will support these. We may require a traffic rated barrier to be installed around the pond in order to support this variance.letter is being worked on and will be provided on a future submittal.CEC5/14/202027 4/28/2020 AJ C-100 Civil Please show the controls or make a note that the controls shown on the SWPPP need to be installed prior to demolition.Note has been added to plan to indicate the erosion control measures are to be installed prior to demoCEC5/14/202028 4/28/2020 AJ C-100 Civil Please show all initial storm water controls on all demo sheets. This note has been provided on all demo sheetsCEC5/14/202029 4/28/2020 AJ C-300 Civil Please show the proposed grading for the north and east side of the building. The existing grade has been added to the grading plan. The north and east sides of the building are to match existing grade.CEC5/14/202030 4/28/2020 AJ C-300 Civil A 10' multi-use path will need to be installed. Per the Transportation Plan, a 10' wide asphalt multi-use path will need to be installed along the Main Street frontage. Please revise the plans to show this.multi use path (10') has been noted and added to C200 along Main Street CEC5/14/202031 4/28/2020 AJ C-300 Civil Please design the NW corner around the proposed round-a-bout. The design of this area (NW corner) will need to comply with the proposed roundabout. Please revise this area.the proposed round about is being shown dashed in on the civil plans. we have coordinated grades of this yet to be funded future round about with the current design.CEC5/14/202032 4/28/2020 AJ C-300 Civil Please show the proposed right-of-way for Main Street and 4th Ave SE. Per the Transportation Plan, Main Street will require a full right-of-way width of 76' and 4th Ave SE will require a full width of 90'. This project will need to provide half of these right-of-way widths for both roads measured from the centerline of the roadway. the 76' right of way width is being shown on the updated plans, 38' half right of way on the south side of Main Street. The project will request a variance for the right of way for 4th Ave. SE.CEC5/14/20205/14/2020Page 2 of 518104-Carmel Library TAC Comments and Responses Item No. Date Issued Issued by Drawing / Spec Discipline CommentResolutionResolution by Resolution Date33 4/28/2020 AJ C-400 Civil Will the water quality unit be installed within the City's right of way (east end of pond)? If not, it will need to be within a BMP easement. This will need to be shown on the plans and a BMP easement agreement will need to be submitted.yesCEC5/14/202034 4/28/2020 AJ C-401 Civil Where does this section of the storm discharge to (south side of garage)? We are unable to locate this section of storm will discharge into the drainage system. Please clarify how it will be directed to the water quality unit and detention.the area south of the garage is draining to the existing storm sewer that drains east and then north along the east property line and on to east south of the church. No new detention/water qualty will be planned for this line as it has a reduced drainage area.CEC5/14/202035 4/28/2020 AJ C-402 Civil Please provide all critical elevations for the pond. These elevations have been added to the plansCEC5/14/202036 4/28/2020 AJ C-402 Civil Please show where this structure will connect. (West side of pond) Notes have been added to the plans to show where connections will be made. CEC5/14/202037 4/28/2020 AJ C-404 Civil Please provide critical elevations for this basin (south side of garage). Not a detention basinCEC5/14/202038 4/28/2020 AJ C-404 Civil Please include the structures on this page (top diagram) in the data table. Diagram labeled "STR E200 - 206 PROFILE".These structures and pipes have been added to the data tables sheetCEC5/14/202039 4/28/2020 AJ C-405 Civil Please show the ponding that will occur over all inlets in the clogged condition. The clogged inlet condition is shown on the flood routing plansCEC5/14/202040 4/28/2020 AJ C-500 Civil Will 4th Ave. SE need to be closed or restricted to install this storm piping? Yes.CEC5/14/202041 4/28/2020 AJ C-804 Civil Please show the locations of the protective signage on the cross-section. This has been added to the cross section detailCEC5/14/202042 4/28/2020 AJ C-804 Civil Please show the underdrain on the cross section (Detail 402-Native Dry Pond BMP Section).This has been added to the cross section detailCEC5/14/202043 4/28/2020 AJ C-804 Civil The elevations appear to be incorrect (for Detail 403 - North Dry Pond Emergency Overflow Weir). Please revise to be the correct elevations.These elevations have been corrected on the plansCEC5/14/202044 4/28/2020 AJ C-804 Civil Where is this swale located? (Detail 405 - Typ. Native Vegetated Swale BMP) west side of the parking garage.CEC5/14/202045 4/28/2020 AC Civil / Architecture Screening for mechanical / utilities - Please show on the elevations and on the site plan, how you will screen or camoflauge the mechanical equipment, the gas/water/electrical meters, etc.Water meter is located inside the building mechanical room. Electric and gas meters are existing (to be re-used) and are screened behind the brick wall on the south side of existing Chiller. All air handling equipment and mechanical equipment will be inside the building, therefore no camoflauge is required. The only visible mechanical equipment would be fixed louvers. RATIO5/4/202046 4/28/2020 AC Architecture Please provide photo examples of parking garage design, materials, especially the metal screen. Photos will be provided on the Garage Exterior Elevations sheet A-3. The perforated metal panes are intended to be anodized aluminum panels (0.125" gauge thickness) and perforated with square openings to meet the open air requirements of a passive ventilated parking garage structure. The existing building has perforated brass cover panels (with square holes) throughout the interior, used as a cover for the radiant heat cabinets at all exterior windows. RATIO5/4/202047 4/29/2020 CFD Civil Please provide hard copy too scale plans to the CFD for review. The plans can be delivered to: Carmel Fire Dept. 2 Civic Square Carmel, IN Attn: Plan Review Provide an emergency vehicle auto turn emergency vehicle circulation plan for review. This plan must document fire apparatus routes for the entire project. Provide a detailed utility plan showing all fire hydrants, FDC's, and PIV. All locations for these devices shall be approved by the CFD. Any questions for this project shall be directed to: cfdinspections@carmel.in.govplease see the revised plans for the requestsCEC5/14/202048 4/29/2020 AJ C-401 Landscape Architecture / CivilPlease hatch the native planting limits and show protective signage. The native planting hatch and protective signage has been added to the plans. CEC5/14/202049 4/29/2020 AJ C-402 Civil Please clearly show all BMP easements.The BMP easements have been added to the plans.CEC5/14/202050 4/29/2020 AJ C-402 Civil Please revise call out - Please call this a "Native Planted Extended Dry Detention Pond" as it is reference earlier in the manual. (Dry Detention on west parcel)This note has been revised to reflect this.CEC5/14/202051 4/29/2020 AJ C-804 Civil Please revise these details as requested in the plans. These details have been revisedCEC5/14/202052 4/29/2020 AJ C-402 Civil The plans and detail call for an XC-7. Please clarify which size water quality unit will be installed.An Aqua-Swirl XC-7 is to be used. This has been clarified in the plansCEC5/14/202053 4/29/2020 AJ C-401 Civil This will need to be an outlet control structure. Please replace with an outlet control structure. Please provide detail for this structure and tie the SSD into it.This area is designed to be a native planted vegetative swale.CEC5/14/20205/14/2020Page 3 of 518104-Carmel Library TAC Comments and Responses Item No. Date Issued Issued by Drawing / Spec Discipline CommentResolutionResolution by Resolution Date54 4/29/2020 AJ C-405 CivilOverflow shall not encroach onto adjacent properties unless easement is provided. Per Section 303.07 of the Stormwater Technical Standards Manual, "Ponding and overflow path throughout the development resulting from a 100-year storm event or from a flood route of an internal detention pond or off-site development or watershed, calculated based on all contributing drainage areas, on-site and off-site, in their proposed or reasonably anticipated land use and with the storm pipe system assumed completely plugged, shall be determined, clearly shown as hatched area on the plans, and a minimum width of 30 feet along the centerline of the overflow path contained in permanent drainage easements and shall remain within the limits of the development (shall not encroach onto adjacent properties)." Please revise the flood routing in both of these areas.The existing low point in the northeast corner of the parking lot is an existing condition. The The emergency overflow location of the pond matches the existing condition.CEC5/14/202055 4/29/2020 AJ C-405 Civil Please show the 100-year ponding and overflow for the pond. This has been added to the Flood Routing PlanCEC5/14/202056 4/29/2020 AJ C-402 Civil Please provide cleanout at the end of each of the SSDs in the ponds. Please also provide a detail for the cleanout if not already provided. Cleanouts have been added as requested.CEC5/14/202057 4/29/2020 AJ C-402 Civil Please show where this structure will connect. (West side of pond) Will this beehive connect to the Morrow-Follet Drain? If so, please show this connection and verify that the structure is in good condition. If not, please show where the pond will discharge.The structure has been visually inspected and determined to be in good condition. Notes have been added to the plans to show where connections will be made.CEC5/14/202058 4/29/2020 AJ C-903 Landscape ArchitecturePlease provide a native seeding planting list.Seed planting list is located on Sheet L-502RATIO5/14/202059 4/29/2020 AJ C-902 Civil These do not appear to be the correct BMPs. The correct BMPs have been added to the notesCEC5/14/202060 4/29/2020 AJ C-901 Civil We only allow one construction entrance per site. Please remove one of the entrances.construction entrance on school property has been removedCEC5/14/202061 4/29/2020 AJ C-901 Civil Please provide this information for the site. (Erosion Control Responsible Person) Responsible person has been addedCEC5/14/202062 4/29/2020 AJ C-901 Civil Please show the limits of the native vegetation and the locations of the protective signage. (west parcel and west side of garage)Native vegetation limits have been addedCEC5/14/202063 4/29/2020 AJ C-901 Civil Please clearly call out all BMPs on this sheet and show all BMP easements.BMP's have been addedCEC5/14/202064 4/29/2020 AJ C-804 Civil We require a 6" orifice, please revise. (Detail 402) The revised outlets meet the minimum standard.CEC5/14/202065 4/29/2020 AJ C-804 Civil Outlet confirguration revision - Is it possible to have the structure moved to the edge of the slope so that the low flow orifice is a cored orifice in the side of the structure rather than have a 12" RCP?The Outlet control structure has been revised to meet this request.CEC5/14/202066 4/29/2020 AJ C-500 Civil Will 4th Ave. SE need to be closed or restricted to install this storm piping? If 4th Ave SE will need to be closed or restricted, Board of Public Works and Safety approval will be required. A letter or email can be sent to Caleb Warner (cwarner@carmel.in.gov) in our office to request these items.Yes. Request letter will be provided with a future submittalCEC5/14/202067 4/29/2020 AJ C-400 Civil Will the water quality unit be installed within the City's right of way (east end of pond)? If so, a consent to encroach will need to be provided with the next submittal. If not, it will need to be within a BMP easement. This will need to be shown on the plans and a BMP easement agreement will need to be submitted.Yes. This will provided with a future submittalCEC5/14/202068 5/4/2020 WH C-100 Civil The construction plans shall include a Title Sheet. Please revise. Title sheet is provided with sheet index.RATIO5/5/202069 5/4/2020 WH C-100 Civil The Existing Project Site Layout shall include all topography of land surrounding the site to a distance of at least one hundred (100) feet if the project site is less than or equal to two (2) acres in total land area or all topography of land surrounding the site to a distance of at least two hundred (200) feet if the project site is greater than two (2) acres in total land area. Please revise.it’s being worked on and will be provided on a future submittal.CEC5/14/202070 5/4/2020 WH C-100 Civil The Existing Project Site Layout shall include the location of storm, sanitary and outfalls with all top of casting elevation, invert elevations, pipe sizes, and pipe material indicated. Existing structure and pipe information shall be as-built information and not design information. There is a storm sewer at the SE corner of this site adjacent to the school that doesn't show up on this plan. Please review to confirm all existing storm and sanitary are shown and labeled appropriately.it’s being worked on and will be provided on a future submittal.CEC5/14/202071 5/4/2020 WH C-100 Civil The Existing Project Site Layout shall include the land use of all adjacent properties. it’s being worked on and will be provided on a future submittal.CEC5/14/202072 5/4/2020 WH C-300 Civil The grading and drainage plan shall include all proposed topographic information at one-foot contour interval based on NAVD 1988. Please revise accordingly. This information is included on these sheets.CEC5/14/202073 5/4/2020 WH C-300 Civil 102.02.xi.g of the STSM, the grading and drainage plan shall include the details of all new drainage systems such as culverts, bridges, storm sewers, sub-surface drains (for both swales and roadways), curbing, conveyance channels, and 100-year overflow paths/ponding areas shown as hatched areas, along with all associated easements. Details to be shown include structure locations, with structure number reference and top of casting elevations, piping between structures as well as other drainage pipe (roof drains, subsurface drains, etc.). Existing structure and pipe information shall be as-built information and not design elevations. Please revise accordingly.it’s being worked on and will be provided on a future submittal.CEC5/14/202074 5/4/2020 WH C-300 Civil The grading and drainage plan shall include drainage arrows indicating all surface drainage. Please revise accordingly.drainage arrows added to the plansCEC5/14/20205/14/2020Page 4 of 518104-Carmel Library TAC Comments and Responses Item No. Date Issued Issued by Drawing / Spec Discipline CommentResolutionResolution by Resolution Date75 5/4/2020 WH C-300 Civil The manhole is being replaced as a part of the school project south of this site. This will also be the structure that the proposed underground detention for the school will outlet to. This will need to be considered for all proposed new structures.CEC will coordinate with A&F school plansCEC5/14/202076 5/11/2020 JL C-201 Civil ADA Parking Stall? The plan notes say (S) indentifies an ADA parking stall. Will a parking stall be located here? (See plan-North side of entry drive at radiused corner off 4th Ave. SE)No, the (S) is a symbol for a Sanitary Sewer manhole, not to be confused with keynote (S). We will remove the (S) indicator on these plans to avoid confusion in the future. CEC5/12/202077 5/11/2020 JL C-200 Civil ADA Parking Stall? The plan notes say (S) indentifies an ADA parking stall. Will a parking stall be located here? (See plan- near roundabout)No, the (S) is a symbol for a Sanitary Sewer manhole, not to be confused with keynote (S). We will remove the (S) indicator on these plans to avoid confusion in the future. CEC5/12/202078 5/11/2020 JL C-200 Civil Please consider including a bike share station with this project. Please work with David Littlejohn on the details for including a station.The library Director, Bob Swanay, has been in conctact with the Zagster representative. They are having preliminary discussions about the details. RATIO5/11/202079 5/11/2020 JL C-201 Landscape Architecture / CivilPlease provide a plan or details for the bicycle storage room. Will the room be enclosed? If so, how many doors will there be? Will surveillance/security camera's be included in or around the room? How will cyclists access the room from outside of the garage?The 'room' will be enclosed on 3 sides (east exterior wall is metal screen panel and vehicle barrier, south wall is full-height CMU wall, and west wall will be full-height CMU wall). The bike storage area is simply an area open to the garage and separated from the ADA parking stalls with bollards and wheel stops. A security camera is located as such to view the entire bike parking area as well as the northern vehicle entry/exit. The cyclists will pull into the garage in the same manner as an automobile. There are two stripped walkways (minimum 5' wide) between parking spaces to allow cyclists to access the open bike parking area. An enlarged plan and further details will be provided.RATIO5/11/202080 5/11/2020 JL C-201 Landscape Architecture / CivilPlease ensure that the bike racks will be installed in compliance with the City's standard spacing between racks and any adjacent obstructions. Please refer to section 5.29 of the City's UDO for the spacing detail.Bike racks will be installed in compliance with the City's standards. RATIO5/11/202081825/14/2020Page 5 of 518104-Carmel Library TAC Comments and Responses Page 11 of 12 Filename: special use application & instructions 2020 Rev. 1/2/2020 FINDINGS OF FACT - SPECIAL USE CARMEL BOARD OF ZONING APPEALS (Petitioner to fill out 1-5 + first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The premises in question is particularly physically suitable for the proposed Special Use because: _________________________________________________________________________________________ _________________________________________________________________________________________ 2. The Special Use will not injuriously or adversely affect economic factors, such as cost/benefit to the community and its anticipated effect on surrounding property values because: _________________________________________________________________________________________ _________________________________________________________________________________________ 3. The Special Use will be consistent with social/neighborhood factors, such as compatibility with existing uses and those permitted under current zoning in the vicinity of the premises under consideration and how the proposed Special Use will affect neighborhood integrity because: _________________________________________________________________________________________ _________________________________________________________________________________________ 4. The Special Use will not injuriously or adversely affect the adequacy and availability of water, sewage and storm drainage facilities and police and fire protection because: _________________________________________________________________________________________ _________________________________________________________________________________________ 5. The Special Use will not adversely affect vehicular and pedestrian traffic in and around the premises upon which the Special Use is proposed because: _________________________________________________________________________________________ _________________________________________________________________________________________ DECISION ____Yes ____No: The Board has reviewed the requirements of Article 9 of the Unified Development Ordinance as they relate to this Special Use, and does not find that those criteria prevent the granting of the Special Use. It is therefore the decision of the Carmel Board of Zoning Appeals that Special Use Docket No. ____________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______ day of _____________________, 20 ____. _____________________________________________ ___________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ ___________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. Page 11 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3 and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. Page 11 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3 and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. Page 11 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3 and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. Page 11 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3 and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. Page 11 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3 and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. Page 11 of 12 Filename: development standards variance application & instructions 2020 Revised 1/2/2020 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3 and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant.