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HomeMy WebLinkAboutC1.0.Demolition PlanTOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS/TOPOGRAPHIC SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 04/11/2017; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL Drainage SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE \ Rim -age IF THE PROPOSED IMPROVEMENTS INTERFERE WITH = ti ANY EXISTING UTILITY INFORMATION NOT SHOWN ON \ Inv(N/S)=8.� �,y? THESE PLANS. (asphalt) \ \ Inv(E)=878. X PROPERTY CORNER MONUMEIN I ti NOTE Aqua Swirl RAmu883 77 \ ,5 RCP�� (" IR Curb Inlet Rim=883.42 \\ �P Rim=882.39 Inv(Bottom)=877.42 Inv(W)=879.45 \ \ \ �' (asphalt) �`� Inv(W)=879.09 2.2' Standing Water Inv(E)=879.5 5 �� Q Aqua Swirl Inv(S)=879.52 In[, ` Rim=883.48� D ti�'�y Rirr, %21.42 R1�\Q�pCE Inv(W/S/E)=�.63 D o D e \ \ o�'ti Inv(L �'8.96 �` 1 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE �� ON Inlet iz;l COMMENCING WITH CONSTRUCTION. LESS C Z 060� �1 Rim-883 43 0t�' BY THE CIT2. ALL Y IONSPEOCTORSLPR ORTIO INSTALLATAL NEEDS OBE ION APPROVED e�ocK�MEN~; No N/1y� 'Inv E)=879.68 Aq it O R \W\ Inlet / () Inv(Bottom)-877 5E PAVEMENT NOTE ANY EXISTING ON -SITE PAVEMENT REMOVED SHALL BE SAWCUT, FULL DEPTH AND ALL JOINTS BETWEEN EXISTING AND NEW PAVEMENT TO BE FILLED WITH HOT RESTORED TO MATCH THE EXISTING PAVEMENT CROSS SECTION WITH THE POURED RUBBER JOINT SEALER PRODUCT. HOT POURED RUBBER JOINT SEALER FOLLOWING CROSS SECTION AS A MINIMUM: SHALL BE ONE OF THE FOLLOWING (OR APPROVED EQUAL): 1-INCHES BITUMINOUS WEARING COURSE -TYPE B 9.5mm • ROADSAVER 221; CRAFCO INC. 3-INCHES BITUMINOUS LEVELING/BINDER COURSE -TYPE B 12.5 mm PRODUCT #9905 or #9030; KOCH MATERIAL COMPANY 6-INCHES #53 COMPACTED AGGREGATE BASE SEALTIGHT HI -SPEC; W.R. MEADOWS, INC. PLAN NOTES: EROSION CONTROL NOTES NORTH 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. NOTES. CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. O DEMOLISH &REMOVE EXISTING DEBRIS/RUBBLE PILE O DEMOLISH &REMOVE EXISTING TREES R��P PE Rim=883.99 2.1' Standing Wat�a' Inv(W)=880.27 o / / x � 5" i y5, 5 ea Go�re� --�� (asphalt) � �• � � ��,,��o you'/� Q� � i saio \ � � x 6 Cury �ONgS Ss C °`• �"o .1 //� TMH \\`\5•\ • #,�,� #16 � � 1GJ�Jj REVISION RECORD REV DATE DESCRIPTION DES BY APP BY ® PROPERTY BOUNDARY Existing Contour DEMOLISH &REMOVE EXISTING CURB -SAWCUT WHERE NECESSARY I I I I I I I I I I I I I I (REMOVAL SHALL BE AT THE NEAREST JOINT PAST THE REQ'D LIMITS OF REMOVAL &THE JOINT MUST BE SAWCUT) EXISTING UNDERGROUND ELECTRIC -GAS EXISTING UNDERGROUND GAS - - - - - WTR EXISTING UNDERGROUND WATER - - - - Ul EXISTING UNDERGROUND TELECOM PROPOSED SILT FENCE -Typical in all areas SF where sediment could leave the site. SEE DETAIL 06/C4.1 � SS (8"0 Standard Duty "SILT SOCK" or approved equal) PROPOSED SILT SOCK -Typical in all paved areas where sediment could leave the site. Inlet Protection - "Flexstorm" inlet protection typical for all paved area inlets AFTER pavement is installed; Silt Fence cage & "Flexstorm" inlet protection BEFORE pavement is installed. o Doti :.A 0 0 0 o PROPOSED TEMPORARY CONSTRUCTION ENTRANCE � � � o 0 0 0 o SEE DETAIL 03/C4.1 N .CO��<0 � / go � �� r Q NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION p�Z�� �, � `\ \ HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. I < ti x 00 0 \ a�'b• X \ � Z � �o�' � x (asphalt) ` \ „ a Inlet o°' oe,• i � \NS>j ettli �• \ Rim=883.78 4" i x' �. ` `y � n Inv N-880.28 x 0 �• 1.� d• � 6" Curb t^ � ` \ 'L �• r' n \ ( ) � o � (grass G N N oo \ o<o v, \ Inv(E)=880.23 � 4" � e cr ° asphalt) � � _4.,�G \ 6"Curb \ �� � o� w'24 ° °'��� < �o \�`� <" � v'�� o, \ <yZ 66 Curb ° � �� N \��� � o � ��• DRAIANGE EASEMENT x� c� � � 000 ° `'N� 6,��� N (Per plat) 61 xo __5__ ° o 0 00 04 0 � o ocper��?� IL � End Section Curb Inlet �'S�Y (grass) � � ° ° ° o o °q ° � � V �Nn cL^�NnW�,yoInv=875.52 Rim=883.15ZNoo°��^880.39��°°°o�o\.Drainage Mov"\{e'�o°o,+i �Z� cam^ \ °, �'?���0 X Rim=883.51 / o o kx� eboC Fp o{ � �0 . ore,• � �i (grass) X0°`oy 000 \3w� 5e LO %�'--- Inv(S)=878.09 1 o y Ft q.- D �� � p.2oLOA 0r e X �i � � •y°` 00°`' ° �„� r, v w p- o• C O �''i ���. Drainage MH `-- �q� ' Rim=883.35 \S�nitary MH \ " Curb `Rim=884.02 Inv N�870.72 0 \ Inv() 870.82 Inv(W �70.870'�� 1 �G\ TBM #51 \ u "X" Set � \ E�ey�.8 8398N17°34'49"W -66' (M) \ N17°35'41 "W - 5.\ ' (P) \ \ "Mill " 'R bar \ F (f� h) I OWNER: VALVOLINE INSTANT OIL CHANGE Attn: RICHARD GALLEGOS, P.M. 100 VALVOLINE WAY LEXINGTON, KY 40509 (972) 202-6674 ENGINEER: CIVIL SITE GROUP, INC. 160 WEST CARMEL DRIVE SUITE 240 CARMEL, INDIANA 46032 (317) 810-1677 2 YI'0�4`�' 5 x_-o (asphalt) x� Inv(N)=876.48 lEL-E�P ��' � � / Inv(E)=876.46 ` `ab� Block E West N � 0"F2024871--�------___ Doti Doti Beehive Inlet CSC TBM # 5/8"° Rebar Fd. ( Carmel Marketplace �• � ____----�-_--_- Dory• � Cut Square Found \ oti 0.35'S & 0.02'W o Common Area Drainage Esmt. DUKE Iti o' �• ,�-------------�--- -___-- h\ Rim=880. Elev=883.55 0° o � ( - ) � o. v=877.55 do \ • Calculated Cor CONSTRUCTION LP (per plat) � o • o oti' � e o �� g---�--------------------�--------------�---------fix REPEAT OF NORTH AUGUSTA � o �" SECTION 1, LOTS 1-3 & o0 \ oti 12" oh WEST CARMEL MARKETPLACE, o P` 1-ete (brush) Doti• PART OF BLOCK H opti \ \ x INST. #2014016689 X \0. 8'S & 0 9' of \ EXISTING FIRE yex PLAT CABINET 5, SLIDE 205 &culated C er \ \ HYDRANTS oti' Rubble & Debris (con re e) Begin L. Na W \ I \ N \ \ - PARCEL 1 ob App. 12'x25' 6 Curb oo� y \ \ oo LOT 1 A X \�\ y r- \ d'���d x 0.979 ACRES± (M) 0.98 ACRES±) ) (grass) \ �� `�^oNN \ '� \\I o�oo\ 42,630.0 oSQUARE FEET h x h \ \ \ �a°oa r \\ \ N✓ �,��\ \ 10 �.y�NO\ \\ \\ (grass) Z \ Ul ri \ ` \ o00 �� • N`s \\ \ 0� Se \ \ G \ \ \ \\\ X�\ "Miller" Rebar� (� 6"C rb V'o\�orc\ Fd. (flush) \ �o o> cP �� 3 c^ �� \ 0.05'N & 0.16'W of r6" CL, ^, ✓ o�XN\��<yn\ \ Calculated Corner (1 \ \ oo e \ \\ ob L "NO BUILD AREA" ARCHITECT: CESO, INC. Attn: ANDY McLOUD 175 MONTROSE WEST AVE. SUITE 400 AKRON, OHIO 44321 (937) 401-3824 SURVEYOR: CENTRAL STATES CONSULTING, LLC. 23-B N. GREEN STREET BROWNSBURG, INDIANA 46112 (317) 858-8662 Attn: DONALD MOSSON N89�3'49"E - 11.90� (M) INST. #2008002530 DEMOLITION 0o N89°32'58"E - 11.90'`, (P) Item 22 fRebar Set � --------------------------------- 5' UTILITYT EASEM�T (per plat) _ _15' ELECTRIC LINE EASEM 1• OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES fi - � - - o�n"� INST. #2012040973 TO BE DEMOLISHED. �S20'i9'58"E � 16.84' (M) 2. ITEMS INDICATED TO BE REMOVED BUT OF SALVABLE VALUE TO CONTRACTOR MAY BE S20° 0'S0"E - 16.84'�P) REMOVED AS WORK PROGRESSES. ebar ISet 3. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED. REGULATED DRAIANGE EASEMENT C INE EASEMEN INST. #2013024115 & 4. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS NEEDED TO 0 0974 & 201204 5\ INST. #20 6 PROTECT OWNER'S PERSONNEL AND THE GENERAL PUBLIC FROM INJURY DUE TO THE -f2� 8r3+- - cr� I r - - - - - - DEMOLITION AREA. 5.0' 5. REPAIR ALL INCIDENTAL DAMAGE TO ADJACENT FACILITIES CAUSED BY GENERAL o^x1 \ I DEMOLITION AT NO ADDITIONAL COST TO OWNER. 6. CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ^, ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT \ a ' V OCCUPIED OR USED FACILITIES. 24" Curb \ � eotil' �� \ X C 7. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION AND/OR REQUIRED PERMITS FROM LOCAL / itis �L JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS as halt r Tti\ '1 Q \ I IF REQUIRED BY GOVERNING JURISDICTION. oti�y o0�ry� / �nlet 00�>sT>,p�B�OF9s� 8. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITES, EXCEPT SF ar Wash / \\ Rim=882.22 ;P0 b �J�B��F� WHEN AUTHORIZED IN WRITING FROM UTILITY COMPANY. tioA Sign Inv(W/S)=877.32 ' 'q ?O� Ste. 9. USE WATER SPRINKLING TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO �P o � x LIMIT DUST, DIRT, AND DEBRIS TO LOWEST PRACTICAL LEVELS. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 10. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS Xoo REPLAT OF NORTH AUGUSTA \ \ AS NECESSARY TO COMPLETE DEMOLITION SHOWN ON DRAWINGS. o SECTION 1, LOTS 1-3 & \\c'-o \ WEST CARMEL MARKETPLACE, \ \ 11. DEMOLISH CONCRETE, ASPHALT, AND MASONRY IN SMALL SECTIONS. CUT CONCRETE nlet PART OF BLOCK H \ AND MASONRY AT JUNCTURES WHERE DEMOLITION ENDS AND NEW CONSTRUCTION 24" Roll Curb Rim= 2.64 � / Rim= /E)-877.59 INST. #2014016689 \\ \ \ �\ ` IMPROVEMENTS BEGIN USING A MASONRY SAW. DO NOT USE POWER DRIVEN IMPACT TOOLS. X - PLAT CABINET 5, SLIDE 205 i \� \ 12. COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION WORK. S09°16'26"W - 16' (M) 00�90 2A Inlet \\ \ PROVIDE FILL CONSISTING OF APPROVED EARTH, GRAVEL OR SAND, FREE OF TRASH AND S09°15'34"W T 23.16' (P) 1.52 ACRES± (P) Rim=882.33 \ \ \ DEBRIS, STONES OVER 6 DIAMETER, ROOTS , TOPSOIL, AND OTHER ORGANIC MATTER. / 66,346 SQUARE FEET P&M 877.28" \ / ( ) \ 13. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION �o \ OPERATIONS FROM SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS FROM SITE. AGQ ,y1 0 oo \ 14. IF HAZARDOUS MATERIALS ARE ENCOUNTERD DURING DEMOLTION OPERATIONS, COMPLY �`I' WITH ALL APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION o C arb Inlet �Y\�����. .y`.' Rim=8 .78 t17i \ •� � � \ �m '44'W - 56.50' (M) Inv(()_ �2 j S31 ° 53"W - 56.50' (P) x \ (c Crete 15 R P 0o�yo \\ o` \ p x � \ Drai ge MH �o \ �eehive Inlet \ \Rim- 82.94 \ eo g $ Rim=881.25 0 000 oo5bh oti \ Inv(NE)=878.10 o � \ oo;ti ova � C b 5 00, �M> SF 2� , 001. 3 UTILITY VALVE NOTE ALL UTILITY VALVES AFFECTED BY CONSTRUCTION SHALL BE ADJUSTED TO FINAL GRADE AS NEEDED TO BE FLUSH WITH FINISHED PAVEMENT, SIDEWALK OR LANDSCAPE AREA. 000ya � x ' 15' TELEPHONE Ei 3n --I.NST.��120� 000ry90 (Item #2 Q ti x 0 15. BURNING OF MATERIALS IS NOT PERMITTED ON PROJECT SITE. UTILITY CROSSING NOTE 16. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION BARRICADES AND LEAVE SITE FREE OF DEBRIS. CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, AND MATERIAL OF ALL EXISTING UNDERGROUND UTILITIES AT EACH PROPOSED CROSSING PRIOR TO COMMENCING WITH CONSTRUCTION. RELOCATION OF EXISTING UTILITIES MAY BE REQUIRED. CJ 17. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN FACILITIES AND SURFACES TO REMAIN TO THEIR EXISTING CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED. 18. INVESTIGATE BUILDING FOUNDAl10N FOR BASEMENT, CRAWL SPACE, AND OTHER BELOW GRADE AREAS. CONTRACTOR RESPONSIBLE TO FILL ALL BELOW GRADE AREAS WITH SUITABLE FILL MATERIAL TO 95% STANDARD PROCTOR DENSITY (ASTM D-1557). CD 0 16 > 00 c) Ln >co 00 00� W - z a O O �N � 'w O w� N � ODD N C U � �O � V o No - � e PE10910647 � STATE OF o � DATE: 07/17/2019 O �O� O o O � W r� �OQ O O� U V1 I� a� W PROJECT NUMBER VIOC.001 DRAWING NUMBER C1.0 SHEET 2 OF 16 -10 LA vl DWN BY: KPB CHKD. BY: BSC SCALE: 1 " = 20' DATE: 07 17 19 CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, AND MATERIAL OF ALL EXISTING UNDERGROUND UTILITIES AT EACH PROPOSED CROSSING PRIOR TO COMMENCING WITH CONSTRUCTION. RELOCATION OF EXISTING UTILITIES MAY BE REQUIRED. CJ 17. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN FACILITIES AND SURFACES TO REMAIN TO THEIR EXISTING CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED. 18. INVESTIGATE BUILDING FOUNDAl10N FOR BASEMENT, CRAWL SPACE, AND OTHER BELOW GRADE AREAS. CONTRACTOR RESPONSIBLE TO FILL ALL BELOW GRADE AREAS WITH SUITABLE FILL MATERIAL TO 95% STANDARD PROCTOR DENSITY (ASTM D-1557). CD 0 16 > 00 c) Ln >co 00 00� W - z a O O �N � 'w O w� N � ODD N C U � �O � V o No - � e PE10910647 � STATE OF o � DATE: 07/17/2019 O �O� O o O � W r� �OQ O O� U V1 I� a� W PROJECT NUMBER VIOC.001 DRAWING NUMBER C1.0 SHEET 2 OF 16 -10 LA vl DWN BY: KPB CHKD. BY: BSC SCALE: 1 " = 20' DATE: 07 17 19