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Home My WebLink About70-01 ADLS Site Layout Demolition Utility PLanx ) \ '^ | . � . | | � . , \ ` | ! \ ' ` \ | � | � | | \ \ | � � �.' ILI ` | ' \ ` . / ^ , , � FL ELEV. 848-78 \~/ _ | °. ^ �.� ` {�- �~ .' MAY BE PLACED WITH A 0 ) ' f� ` f ` `. ' ' \ � OF \ �-CONSTRU�OON iQL[l | UM\T L\NE \ \ .. | | ` i ' . . \ TION/UTILITY PLAN FILL 7777=11 1 GENERAL NU 1, ALL EXCAVATED AREAS TO BE SEEDED AFTER FINAL GRADiIIG UNLESS OTH[RWISE NOTED, SEE LAND-- SCAPE PLAN AND OR EROSION CONTROL- PLAN FOR DIRECTIC.)N AND VERIFICATION 2 THE CONTRACTOR SHALL VERiFY ALL DIMENSIONS AND ONS \N THE HELD PRIOR TO THE START F � ON - ELEVAT\ STRU— CT\O-N.THE CONTRACTOR SHALL BE ' RESPON �\BLE FOR ALL FIELD DIMENSIONS AND ELEVK[ONS DURING T11,11' 11,11' \SCREPANC|E S LNT\RE CONSTRUCTION SCHEDULE IF ANY D THESE ENGINEERING PLANS OR LANDSCAPE ARE FOUND IN HE CONTRACTOR PLANS FROM ACTUAL FIELD CON~ OON'S, T SHALL CONTACT THE */ E IMMEDIATELY IF ANY D|SCREp- ANC|LSFLUND ON THE SURVEY PLAN OR ACTUAL CO111U|/ |OmS THE CONTRACTOR SHALL. THE A/E IMMEDIATELY FOR INSTRUCTIONS. 3 ALLvC0NTRACTURS BUT NOT LIMITED TO THE E XC/V A l \ NG CUNTRACTOR MUST TAKE PARTICULAR WHEN CARE EXCA WING W AND AROUND EXISTING UTILITY LINE AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES RACTORS AKETH[ CONTRESPONSIBILITY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND U| \UTY LOCATION COMPANY PRIOR TO THE START 0 F [XC/VAT|NGVLR|FY MINIMUM COVER REQUIREMENTS GY -THE UTILITY CONTRACTOR DR CONTRACTORS OR E5 THAT ACENCB�YH\CHEV[R UTILITY COMPANIES OR AG[NO HAS Jux/ 5D|CT1ON SO NOT TO CAUSE DAMAGE. 4 || \c� THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL |H[ UT\L|TY COWPAN|[� AND D[PARTM[NTS 72 HOURS |&F0RL CON�TRUCT|DN IS TO START TO VER\FY ANY I)U\\T\ES THAT MAY BE PER 0N S\TE ALL V�|fAD\ /AT�0N5 LOCAI\DNS S|ZE AND DEpTH� �HALi BE MW/cl� u/'THE'APPRDPNAT' UT|L\TY CUWPAN\LS OR DLpA<|\ELw N [XCAVAT|NC '-OUND OR OVER EX|�T\N� UULxyS,U »nU L0NTRACTDR '-ST N0T|FY TH[ UTU|FY CUWpAN �»k|N� \|kiPk[S[NTAT\VE~"F THE UTU|Tf CAN BE PRESENl UUL »}|[ FXCAVAT|ON T0~\NS\RUCT AND OB�FHVL DURING \n \ \«Yj,Hii i()M.(AL WITH APPROVED ENuNEEK[D �R8NULAK �*|�x |'LL3J-TE TO THE 4/E �EE THE APPR0PR|AT[ DL-TAILS bV\\*�� ` ~OR THE AppHOVLD MATERIALS, AND �PEORCA]}ON5 FOR --H--EA-V YCONSTRUCT|ON AND EQUIPMENT TRAFFIC MAY C REA TE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER |5 PRESENT, PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 7 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY' CITY OR LOCAL REOU|R[M[NT5, WHICHEVER HAS JUR|SD|CT|ON, 8 EXISTING- PAVEMENT, SIDEWALKS CURBS DR|VEVYAY3, ELECTRICAL TRANSFORMERS AND PAD5, D|TCHES, DRAINAGE PIPES, AND TRUCTUR^En5 FENCE3, LAWNS, TREES, BU S H [S . MAILBOXES, SIGNS, POWER POLES ETC' TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED. RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPLNSE � ALL DAMAGES SHALL BE RESTORED OR REPLACED T0 AT LEAST THEIR ORIGINAL CONDITION OR AS By FEDERAL STATE COUNTY, CITY REQUIRED OR DICTATED . . . OR LOCAL ACENC|ES � . IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STAJE, CDUNTY, CU Y OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY 0R ALL AGENCIES MENTIONED ABOVE U N- L[SS OTHERWISE NOTED IN THE CONTRACT OR SpEC|F|- CATIONS. \O \T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 BARE ALL EXPENSES T0 REWUV[, RELOCATE AND OR MODIFY Ai\ UTILITIES, PRIVATE OR PUBL\C, OR OTHERWISE. IT FURTHi-R SHALL. BE THE RESPONSIBILITY OF THE CON- TRACTOR \U VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WH«|S RSPUNS\B|L|TY TO REMOVE, RELOCATE. : UTILITY EXISTING OR PROPOSED. AND OR MUU|| Y UC - RESPONSIBILITY IT FURTHER�HA\ BE- TH[ CONTRACTORS TO ' T\L0ES ARE PLANNED u' \F ( � AND H0V \| MA/ L [r [C7 TH|� PROJECT AND IT'S 0WNFR THE |k |UTUR[ R[SPONS|8|L\T|[�)- \\ lHL CONIRA�[U` DL LSPON5|8LE T0 PR0V|DL AT HIS EXPENSE ALL AUTOWOB\LE AND PEDE�TR�N TRAFFIC CONTROL DLV\CES REQUIRED BY FED[RAL, STATE, C0UNTY, CITY DR LOCAL AGENCIES. INSPECT 12. IT IS THE RESFICLISIBILITY OF THE CONTRACTOR -TO EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND 1_00";E MATERIALS [RACK"ED, DUMPED, SPILLED OR WIND 'BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS' OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE TIIE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER- 13, THE UTILITIES INDICATED ON THESE PLANS AND ON TH SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY (AFIERIS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE AIE SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR HOT INDICATED ON THESE PLANS. 14. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACT-OR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE is PROPOSED ACROSS THAT SEEDED AREA. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS 16. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMEN-Is ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP-- MENT, FUEL OIL, OIL, GASOLINE ETC., BY -THE GENERAL CONTRACTOR, 'oUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSIRUCIED TO IT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, C OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE Sl._H[ I -DULED PAVING. '17. ALL DIMEN`ION(: ARE PARALLEL AND PERPENDICULAR T-C-) AND OR F LINT UNLESS OTHERWI'JI- NOTE[). IN A LOCAL LAWS AND (7)RE 19. GENERAL CONTRACTOR 1-0 FEN(-',E AREA UNDER CONSTRUCTION1 _ SIr REM(.-.,VE PORTION OF EXISTING ORM LINE. REMOVE- EXISTING -ING STORM LINE AT THIS POINT. CAP EXIST LANDSCAPE BERM, SEE LANDSCAPE PLNN, SHEET C105. TOE OF LANDSCAPE BE"� `- EXISTING, STORM INLET TO REMAIN PROTECT DUR|N(, CONSTRUCTION. EXISTING STORM 3BN[R TO REMAIN PROTECT DURING CDNSTRUCT|ON. REMOVE PORTION OF EXISTING CONCRETE CURB 8c REPLACE AS < 8 ) NECESSARY, MATCH EXISTING CURB PROFILE FINISH 8c ELEVATIONS, RE�OV[ PORTION DF EX\5T|N� ASPHALT PAVEMENT �� BASE '�M ( 9 ) REPLACE A� NECE5�ARY. mA(FCH EXISTING pAVEMENT �LLy�{||uO5/C1O1 VV!TH NEVV �5PHALT SEE HE/WY DUTY A�PHALT PATCH UL\AL / RESTR|PE EXi�T\NG PARKING LINES YYHERE NECESSARY �ATC}� \��/ EX|STiN� COLOR 8c WIDTH. REMOVE PORTION DF EXISTING CONCRETE S|DEWALK8c CURB, (l|/ REMOVE SIDEWALK TO THE NEXT CONTROL JOINT, REPLACE WALK �L*c `~ Ex\5T|NG CONCRETE WALK 8c CURB, MATCH PMV'}LE. u/Zc Xc F|N|�H SAME AS EX|ST|NG SEE DETAIL 02/C101 REMOVE AND REPU\CE EX|ST|NG MULCH, MINIMUM OF 4^ THICK PR0TE�T EX\ST|N� p \ V VALVE AND WATER LINE PROT[CT EX(ST|N TREES, PROVIDE PROTECTIVE FENCING & [n/ MA}NT4|N THROUGHOUT CONSTRUCTION PHASE, FROM HEAVY EQUIPMENT. n�r�°�c " ''`-- DURING |�PERV\8U� Kt: I 1411"l0u�� 1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND L 2, BENCH CUT ALL EXCAVATED SLOPES. SITE SOIL ENGINEER TO REMOVE 3. DO NOT OVER EXCAVATE UNLESS DIRECTED By UNSUITABLE SOIL. 4. SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS SAND AND 'OR GRAVEL, 6" THICK MIN 5. BASE SHALL CONSIST OF COMPACTED COARSE- 6, CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD, ��,ONCREIE PAL) :-HAI..L BE UNREINFORCED, 1" TO 21" 'THICK MAXIMUM. 7. MIT IMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 12" FOR \1 4. FT. UNLESS SHi5WN DIFFERENTLY. WALL HEIGWS FROM 4 FT. AND UP, 6" BELOW LAI-ION 8. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTAL INSTRUCTIONS AND WRITTEN SPEC IFICATIONS - 9. DRAINAGE FILL SHALL BE INSTAL-LED BEHIND THE WALL UP TC) 18" OF THIT TOP OF THE WALL, DRAINAGE FILL SHALL NOT EXTEND BELOW FINAL GRALit- IN FRONT OF WALL. 10. WHERE DRAIN PIPE IS USED, PROVIDE OUILEIS ��) tvjAX. 40 11. FOR UNITS 1-0 BE EMBEDDED b COMPACT FiLL IN FRONT OF UNITS AT THE SAME 'TIME 12. COMPACTION TESTS SHALL BE TAKEN AS THE WALL- !':.)' INSTALLED. THE MINIMUM NUMBER OF TESTS �-,HALL BE DETERMI`NED bY THE RETAINING WALL SYSTEMS ENGINEER, 13 COMPACTIO'N SHALI.- BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITYXASTM D_698) 14 GEOSYNTHE11C SHALE BE THE I"YPE AND LENGTH AS DETERMINED BY 'THE RETAINING WALL SYSTEMS ENGINEER PULL GEOSYNITIETIC TIGHT PRIbR TO BACKFILLI�G. 15 ' GEOSYNTHEr\C SHALL BE PLACED WITH STONGEST DIRECTION PERPENDICULAR l0 WALL FOLLOW GEOSYNTHET|C MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. GENERA � NOTES FOR �� 0�� u��-° � �| 0�" N�� i ��` � 0��-� � @L� �~� � �=� � � ~�� = ° ~ � - - - - CAPS SHALL BE ADHERED 'TO WALL USING VI[`.R'-,)'AL0K CONCRETE ADHESIVE MAY BE PLACED WITH A 1/2" 'TO -5/4 11 OVERHAN(?' OTI TOP OF WALL SECTION LESS cONSTRUCT|ON PHASE� " c�\1A��[� (�(lUR'�� /1 1A }Q[)[lT\ END'D() NOT USE A CAP pR0TECTREX|SUNG ASPHALT PAVEMENT DURUNGECDNSTRUCTON R_ �LACE IF 1 � .`. ''°` �"`~'`~- ' - �~ [�|�Jk�� /`0U�� /�� v' 0 U[TT\ !��"°`/ `^~' PHASE i Um n�*v` o,v" ~.E.,.. '` N5TRU�O0N PHASE. DAWACBJ DURING C� � |NA0T\ NBN CONCRET[ SID[ WALK. �EE DETAL 02/C1U1 `''" - ' NBW CDNCRETE EJEP6. SE[ �JA|R SECT|0N Ob,/ClD2 �TO\�[- ��/\�[� //l7 iND(lT\ �ATCH NEW CONCRETE yyALK ELEVATNN WKH TOP OF EXISTING \ \�' C0NCRETE CURB ' -------(�Ok�[�/\(�T�D �� VV��\ | SEE DETAILS V]/C10\ 8c O4/C1O1 NEW CONCRETE RETAINING WALL' ~« ' ' [)RAINED SUBSOIL _ |�PERV\8U� Kt: I 1411"l0u�� 1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND L 2, BENCH CUT ALL EXCAVATED SLOPES. SITE SOIL ENGINEER TO REMOVE 3. DO NOT OVER EXCAVATE UNLESS DIRECTED By UNSUITABLE SOIL. 4. SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS SAND AND 'OR GRAVEL, 6" THICK MIN 5. BASE SHALL CONSIST OF COMPACTED COARSE- 6, CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD, ��,ONCREIE PAL) :-HAI..L BE UNREINFORCED, 1" TO 21" 'THICK MAXIMUM. 7. MIT IMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 12" FOR \1 4. FT. UNLESS SHi5WN DIFFERENTLY. WALL HEIGWS FROM 4 FT. AND UP, 6" BELOW LAI-ION 8. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTAL INSTRUCTIONS AND WRITTEN SPEC IFICATIONS - 9. DRAINAGE FILL SHALL BE INSTAL-LED BEHIND THE WALL UP TC) 18" OF THIT TOP OF THE WALL, DRAINAGE FILL SHALL NOT EXTEND BELOW FINAL GRALit- IN FRONT OF WALL. 10. WHERE DRAIN PIPE IS USED, PROVIDE OUILEIS ��) tvjAX. 40 11. FOR UNITS 1-0 BE EMBEDDED b COMPACT FiLL IN FRONT OF UNITS AT THE SAME 'TIME 12. COMPACTION TESTS SHALL BE TAKEN AS THE WALL- !':.)' INSTALLED. THE MINIMUM NUMBER OF TESTS �-,HALL BE DETERMI`NED bY THE RETAINING WALL SYSTEMS ENGINEER, 13 COMPACTIO'N SHALI.- BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITYXASTM D_698) 14 GEOSYNTHE11C SHALE BE THE I"YPE AND LENGTH AS DETERMINED BY 'THE RETAINING WALL SYSTEMS ENGINEER PULL GEOSYNITIETIC TIGHT PRIbR TO BACKFILLI�G. 15 ' GEOSYNTHEr\C SHALL BE PLACED WITH STONGEST DIRECTION PERPENDICULAR l0 WALL FOLLOW GEOSYNTHET|C MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. GENERA � NOTES FOR �� 0�� u��-° � �| 0�" N�� i ��` � 0��-� � @L� �~� � �=� � � ~�� = ° ~ � - - - - CAPS SHALL BE ADHERED 'TO WALL USING VI[`.R'-,)'AL0K CONCRETE ADHESIVE 1, 2, CAPS MAY BE PLACED WITH A 1/2" 'TO -5/4 11 OVERHAN(?' OTI TOP OF WALL SECTION LESS 3. WHEN CUTTING CAP UNIT FOR WALL END'D() NOT USE A CAP THAN 6" WIDE ND OF 4. DO NOT OVERHANG CAP AT E cOuRSE I,,1ORE THAN 1" JT� 4~ CONC SLAB �/o^v L TOOLED CONTROL � /8' YV|UF Mm ' �� 1O'_O" U,C WAX� �* �»r� SELF LEVEUNG 0�� pTH �� 4A'_O^ O,C� MAX SEALANT -� - � DETA|L m~rucu A/"'' ° '`^~� �^ 1/2" PREFORM[ cuMrv""" EXPANSION JT. - CONC, PVMK.-- - NOTE.-: 0NTR0 L JT5. 8c CAp UH|T �JHERES --// / \N|� EXPANS|0N JTS� �p�C -1 MAY VARY, THE U|KLmu um 5LE AVE ARE KAX\MUM� 0 T UNIT 4- pLAN5 FOR ANY VAP�T0NS / � EITHER INDICATED OR |WPL|[D� CONCRETL �DH[SNL Z, ^ ONHC ~CTUK� �E0RE|NF0R �� ETE SLAB DETAIL. �{TURER 41 � WANUF BUILDING FACE OR CONCRETE PVMT- EXTEND JT, MATER\AL TO BOTTOM OF PVMT, E OF LANK � - 14 FILTER FABR\C DRANACE FIT L Ix CAP BLOCK 3/4~ SETBACK ~' � ~ / ~ ° \ 'o ~ - \ VER�4-TUFF P\N-~\-� U HIT Architecture Engineering Interiors Landscape Architecture Land Surveying 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 FAX 317.574.0957 FOwner/Contractor/Consultant: REI owner n ii 4c co ICONSTRU(CTION Scope Drawiii9s: of do FHu"'USEHOLD ��I, N a ri riA ttftsUILDING �111 CONGRESSIONAL BOULEVARD R ev is ions, 61111 , ecited By 06/05/01 GKV Gertitied BY' | R�CEN|NC SLOT . _/ FTIHLTICEK R FMILINL ), LAH '�^ L_-_~�_-~-� O48 D|A� `~'-� - PL|T FAC E ~~ ,// ^__-___' ONOfL�� um/o R\C ~ ,/ Drawing Number: �_ `r��=- \ OPEN JOINT CA�/�\ON HAi| UNIT \ 2'` AT 2O UNiT DIMENSIONS SECT|ON THRU BLOCK PIN (TYP) _ L|m|/� CENTERS -----� e_------ ----�` ^ 4" 0A DRAIN PIPE U �\�W\�� DETAILS °Tl/�W'T 1�\/_ ��i |Nrl° 4^ �ONCRE]E LAB �-' CONNE� ' TO BLDC \ —PROFILE ' '' '' ''' - DON'T v / �//�° ~~^-^ '^- pn�eo Number: - �' � -F�4�� LAW* -- CAPPING /`"�� `- ' ' ^~~ ---- -IT'S yy rp^u�x u� }FyR\N SU�p pU |C AL PLAN _ ~� ~~~ = °� am w�� w��°��=��=�^�� =�� J��]Q�w� �� 0 � N��w�� --' | \ �) � \ ��,_�L-�� ~�� .)EE MECIT MITI, H\��S5 MISC. 0��K�-��0-�N �0 J�� N�� ==~ ~�~ - -- � WALL SEC __� � C 10