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HomeMy WebLinkAbout04060057 Building Plans5 CARMEL DRIVE ASPHALT PAVEMENT / 16 5 ROAD UNDER CONSTRUCTION TC=843.49' 2' CHAIRBACK CURB 5 /� ` 2 5 / 5 17 ore, BINDER IE 18' RCP S.W.)=838.79' , - AREA UN CONSTR TION - -W +- W - /L W - ,--W - -W IE 18' 16 (W.)=838.8'± WATER-VAL CONC. - ` TO BE RAI )Ti ..T 2 WALK STAMPED LANDSCAPE BLOCK WALL - BRI L 5 2 cntir CGNC. WALK BE - C --a RAS G 7 8-- - 5 2 18 ® 17 t -^-'� CONCRETE 1�=839.98 // 24 COULD NOT LOCATE ONC 1 6E 1.5' CONC. ROLL CURB 5 g METAL END END OF PIPE 11 I rn BRICK COLUMN LIGHTED STEEL STONE -SECTION IE433.29(' 5 / POST SET SIN GN CONC. BASE2 I BURIED FIBER OPTIC UNE W.RKER (McLEOD USA) I m �V% i 11 m SITE BENCHMARK #2 - ELEV.=836.831 Q I ASPHALT F.F.E.=843.18 rn 3 ASPHALT co CL C> 4 / 1 I L0 I I o �� I ^lyp STEEL GUAROPOST (TYP.) 14 I Z Ic" 4J CONCRETE o �/ I no 1 SPRINKLER HEAD G 22 -BEC- 0 I F.F.E.=841.46' F.F.E.=841.92' F.F.E.=842.57' F.F.E.=842.99' � 22m GATE I ( SELF SERVICE CAR WASH BAYS 0` x"-{ rn 1 1 BRICK BUILDING w F.F.E.=841.53' F.F.E.=841.92 F.F.E.=842.53 F.F.E.=842.94 t APPROX. LOCATION OF 3 - 4" SUB SURFACE DRAIN PIPES RUNNING ABOVE GROUND I m 13 NCRETE I SEPTIC /_RFC= P BE SEPTIC TANK LID TANK LID t4 VACUUM UNIT ON I I( nP BRICK & CONC. ISLAND cu `--CONC. WALL r� VACUUM UNIT ON I E) UI BRICK & CONC. ISLAND 9 15 VENDING MACHINE AREA I CON . LIGHT POLE BASE 21 ` E: 0F.F.E.243.21 ELEC. TRANSFORMER III 11 gECf 14 I W -- -W -W i ON CONC. PAD -� 4 w I, I , .gv STEEL GUARDPOST (EYP.) I °mo I � I 11 II LU 5 gE� SEPTIC TANK LID 1 14 11 ` 3 �4" PVC ( 14 co CONCRETE ASPHALT SPRINKLER HEAD TC=840.78' STACKS OF BRICKS i t IE TOP OF SILT=839.78' GRASS F � FULL OF SILT -COULD � � NOT SEE ANY PIPES 3 ' ( I 3 11 1 t i CONC. LIGH U i 6 POLE BASE 1 23 1 C; ASPHALT CONCRET 14 `�FENCE COIJCRETE cn / FRAGRANCE DISPENSER m I 1 8 , 6" CONC. CURB -< !� � � 9 LANDSCAPE TIMBER WALL -'I ° VACUUM UNIT ON 9 _ GRASS— --- — - o 23 I BRICK & CONC. ISLAND Q� _ TC=847.86' DID NOT LOCATE IE 36' RCP (N.)=8331± END OF PIPE IE 12" RCP (E.)=842.3'± IE 36" RCP (S.)=833.55' IE TOP OF BENCH WALL=836.2'± _DID NOT LOCATE SLOW FLOW -' END OF PIPE SITE BENCHMARK #1 - ELEV.=848.90 I I 2' CONC. CHAIRBACK CURB--,' ASPHALT Cl 13 CONCRETE 8E -W- W- W- -W, - - -W- _...W_ -W� _ VV -,N _W _ W� 5 �p� 6' PRIVACY FENCE Cl 14 t�r 2 L J11 VACUUM UNIT ON CGNC, 11 40' WIDE UTILITY EASEMENT - D.B. 127, PAGE 38 I SEPTIC TANK UD r TYP I & BRICK PEDESTAL --- 11 40' 23 6 I 11 3 9 LIGHTED SIGN 7 IF.F.E.=843.52' VACUUM UNIT ON m 5.5' TALL F.F.E.=843,41' BRICK & CONC, ISLANp 9 ASPHALT _B --BE 3" STEEL SIGN POST 21 VACUUM UNIT ON CONC. U' 14 11 cn t1 w\_6" W000 WALL 23 t 4 & BRICK PEDESTAL {✓� m 2 - 2" EVERGREENS - F F E 844 05 6 1 0 v CONCRETE CGNC. ___CO GNC. LANDSCAPE TIMBER WALL rn 11 ASPHALT w 8 11 I CONCRETE - CAR WASH SIGN - 1 F,F,E.=844.50'@�� ` 9 26.0' TALL 2 3 z 8 -BE -.84552 I rn 1 II °a�, m 14 e 3 6" WOOD WALL VACUUM UNIT j-- - BE -BEC - -BEC- - j x I VACUUM UNIT \9 11 I STEEL SIGN POST I cl m F.F.E.=844.51' VACUUM UNIT ON VACUUM UNIT ON CONC. WOOD DECK 13 WOOD DECK �� g m BRICK & CONC. ISLAN &BRICK PEDESTAL '' 2 ON CONC. CONC. BLOCK WATER ��6� CONC. CURB ' W ' SEPTIC TANK LID ON CGNC. 2p FLAT METALMETER PIT LID co ` v' 14 1+,4 m - ` 11 co v 2 F —1 1 + E;;] : F.F.E.-844.41' TYP 8 o NC. CS rn 9 3.5' BOARD FENCE o m CONCRETE c 11 I ' ♦ I 2 13 APPROX. LOCATION OF UNDERGROUND F.f.E.=844.56 1500 GALLON SEPTIC TANK 11 F.F.E.=846.06 I / 1 DRIVE THRU CAR WASH 1 VACUUM UNIT ON CONCRETE BLOCK BUILDING 22 F.F.E.=846.13 LANDSCAPING v RIGHT-OF-WAY LINE AS SHOWN ON THE WEIHE ENGINEERS, INC. SURVEY I EXISTING FEATURES LEGEND O1 REMOVE BUILDING, FLOOR, AND FOUNDATION -�------ts��---- SANITARY SEWER & MANHOLE QS POWER POLE STORM SEWER; END SECTION, INLET & M.H. E-__- GUY WIRE --- •--G - -G - -G ----- GAS LINE ® TELEPHONE RISER ---- -W- ---W --- ---W ---- WATER LINE CL UTILITY RISER, ELEC. & CTV --- -E - -E - - E - ELECTRIC LINE (AERIAL) EAELECTRIC TRANSFORMER ---- -T --- -T -- -T --~ TELEPHONE LINE (AERIAL)- and " f STREET LIGHT -- -CTV-- -CTV- -CTV- CABLE TELEVISION (AERIAL) + LIGHT POLE -- -BTC- -BTC- --BTC- BURIED TELE. CABLE 6 ou rn FLOOD LIGHT - -BEC-- -BEC-- -BEC-- BURIED ELEC. CABLE Q TRAFFIC SIGNAL X - X FENCE LINE (FNC) NOT USED FIRE HYDRANT --BCTV - -13CTV BURIED CABLE TV I VALVE; GAS & WATER DEMOLISH AND REMOVE EXISTING ELECTRIC METER AND GUARDRAIL ACCESSORIES IN ITS ENTIRETY. STREET SIGN D. DEED DIMENSION IN ITS ENTIRETY. ELECTRIC MANHOLE M. MEASURED DIMENSION ® TELEPHONE MANHOLE P. PIAT DIMENSION coo SEWER CLEANOUT REMOVE SOD. STOCKPILE TOPSOIL FOR FUTURE LANDSCAPING. 10 WATER METER R. RADIUS "o GAS METER L. ARC LENGTH EMO ELECTRIC METER FND. FOUND Q MAILBOX 0 DENOTES A 5/8" DIA. REBAR WITH CAP FOUND. CAP STAMPED "WEIHE ENGINEERS". ® h ti SPRINKLER HEAD moo x SPOT GRADE TC TOP OF CASTING ELEVATION IE INVERT ELEVATION 0 CONCRETE BOLLARD TC=847.86' DID NOT LOCATE IE 36' RCP (N.)=8331± END OF PIPE IE 12" RCP (E.)=842.3'± IE 36" RCP (S.)=833.55' IE TOP OF BENCH WALL=836.2'± _DID NOT LOCATE SLOW FLOW -' END OF PIPE SITE BENCHMARK #1 - ELEV.=848.90 I I 2' CONC. CHAIRBACK CURB--,' ASPHALT Cl 13 CONCRETE 8E -W- W- W- -W, - - -W- _...W_ -W� _ VV -,N _W _ W� 5 �p� 6' PRIVACY FENCE Cl 14 t�r 2 L J11 VACUUM UNIT ON CGNC, 11 40' WIDE UTILITY EASEMENT - D.B. 127, PAGE 38 I SEPTIC TANK UD r TYP I & BRICK PEDESTAL --- 11 40' 23 6 I 11 3 9 LIGHTED SIGN 7 IF.F.E.=843.52' VACUUM UNIT ON m 5.5' TALL F.F.E.=843,41' BRICK & CONC, ISLANp 9 ASPHALT _B --BE 3" STEEL SIGN POST 21 VACUUM UNIT ON CONC. U' 14 11 cn t1 w\_6" W000 WALL 23 t 4 & BRICK PEDESTAL {✓� m 2 - 2" EVERGREENS - F F E 844 05 6 1 0 v CONCRETE CGNC. ___CO GNC. LANDSCAPE TIMBER WALL rn 11 ASPHALT w 8 11 I CONCRETE - CAR WASH SIGN - 1 F,F,E.=844.50'@�� ` 9 26.0' TALL 2 3 z 8 -BE -.84552 I rn 1 II °a�, m 14 e 3 6" WOOD WALL VACUUM UNIT j-- - BE -BEC - -BEC- - j x I VACUUM UNIT \9 11 I STEEL SIGN POST I cl m F.F.E.=844.51' VACUUM UNIT ON VACUUM UNIT ON CONC. WOOD DECK 13 WOOD DECK �� g m BRICK & CONC. ISLAN &BRICK PEDESTAL '' 2 ON CONC. CONC. BLOCK WATER ��6� CONC. CURB ' W ' SEPTIC TANK LID ON CGNC. 2p FLAT METALMETER PIT LID co ` v' 14 1+,4 m - ` 11 co v 2 F —1 1 + E;;] : F.F.E.-844.41' TYP 8 o NC. CS rn 9 3.5' BOARD FENCE o m CONCRETE c 11 I ' ♦ I 2 13 APPROX. LOCATION OF UNDERGROUND F.f.E.=844.56 1500 GALLON SEPTIC TANK 11 F.F.E.=846.06 I / 1 DRIVE THRU CAR WASH 1 VACUUM UNIT ON CONCRETE BLOCK BUILDING 22 F.F.E.=846.13 LANDSCAPING v RIGHT-OF-WAY LINE AS SHOWN ON THE WEIHE ENGINEERS, INC. SURVEY I mF.F.E.=844.53' BRICK & CONC. ISLAND �F, CONC. 21 00 5' 5 mm 1 14 / 23 5 - 5' BURNING BUSHES co 88 9 8 10 v✓ 3'x3' CONC. & BRICK PEDESTAL" +� m I 11 8 CO C. LIGHT POLE BASE FOR VACUUM UNIT E 11 - ASPHALT DRIVE I I_G 6CO'' I -G -6' PRIVACY FENC G , G - --G G - -G - -G - -G - G - -G - -- - -G - - - -G G G -G - -G - APPROXIMATE LOCATION OF 4" GAS UNE 10 I 11 -BEC- -BEC-- ---BEC- -BEC- -l3 -BEC- -BEC- -BEC- - EC- -BEC- -BIC-- -B C- -"BEC "BEC- -BEC- -BEC- -BEC- BEC- � E \ GRASS DEBRIS FILE F.F.F.=844.25 11 rn 2 = FENCE •CGNC. PAD ASPHALT 3 I 26 25 CONC. 23 CONCRETE I I WOOD FRAME GARAGE OIL DRUM STORAGE rri I I I � 6' PRIVACY FENCE V- \\-7" CGNC CURB GRASS ASPHALT 8 m I U 12 6" CONC. CURB ` m 15 5`-"' ` 2 GRp 23 1t GRASS o I 17 G ---G --� 16 - 2' CONC. C14AIRBACK CURB M I GRASS r: � `3 I >>avrG+D �o �o coo? 0104 9.0, ooh God p\�v 016 Q'( �p � G I TC -844.64' I STRUCTURE HAS 2 - 6" RISER RINGS IE 36" RCP N.)=833.0'± IE 36" RCP S.)=833.118 TC=842.93' IE 12" RCP W.)=838.7'± IE 12" RCP (E.)=838.63' I IE TOP OF BENCH WALL=836.3'± IE BOTTOM OF MH=837.93' SLOW FLOW DID NOT LOCATE END OF PIPE GENERAL DEMOLITION PLAN NOTES - 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE, SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION, CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. EXISTING WATER LINES SHALL NOT BE ABANDONED OR DEMOLISHED UNTIL PROPOSED WATER MAINS HAVE BEEN INSTALLED TO A POINT SUCH THAT ONLY MINIMAL DISRUPTION IN WATER SERVICE TO THE EXISITNG OCCUPIED BUILDINGS WILL OCCUR, 10. ADDITIONAL UNDERGOUND UTILITIES EXIST THAT WERE NOT VISIBLY APPEARANT DURING THE COURSE OF FIELD SURVEY OPERATIONS. ALL UNDERGROUND UTILITY SERVICES SERVING THE EXISTING FACILITIES ARE TO BE DEMOLISHED AND REMOVED AND/OR ABANDONED EXCEPT AS INDICATED TO REMAIN FOR FUTURE SERVICE TO THE NEW FACILITIES. PROPOSED DEMOLITION LEGEND TP TREE PRESERVATION EXISTING TO CONSTRUCTION LIMITS BE DEMOLISHED 0-- CONSTRUCTION FENCE DEMOLITION KEY NOTES O1 REMOVE BUILDING, FLOOR, AND FOUNDATION CONC. .. CONCRETE PAVEMENT/SIDEWALK m ASPHALT PAVEMENT OREMOVE 6 W I LD m 1� 2 OREMOVE LANDSCAPE TIMBER OREMOVE SIGN 5 � CL �d ¢� BRICK AND CONCRETE ISLAND 10 7 2' CONC. ROLL CURB REMOVE BURIED UTILITY E and " f i� ' I � 5 I � REMOVE PROTECTIVE POST Wm I i U 2 16 6 ou rn I } , 12 SAWCUT CONCRETE SIDEWALK 8 8> TEMPORARILY TERMINATE INCOMING WATER SERVICE AT THE RIGHT OF WAY UNE OF CARMEL DRIVE FOR FUTURE REUSE. I 2 C N RETE NOT USED c� f V 11 (44 1~m DEMOLISH AND REMOVE EXISTING ELECTRIC METER AND mF.F.E.=844.53' BRICK & CONC. ISLAND �F, CONC. 21 00 5' 5 mm 1 14 / 23 5 - 5' BURNING BUSHES co 88 9 8 10 v✓ 3'x3' CONC. & BRICK PEDESTAL" +� m I 11 8 CO C. LIGHT POLE BASE FOR VACUUM UNIT E 11 - ASPHALT DRIVE I I_G 6CO'' I -G -6' PRIVACY FENC G , G - --G G - -G - -G - -G - G - -G - -- - -G - - - -G G G -G - -G - APPROXIMATE LOCATION OF 4" GAS UNE 10 I 11 -BEC- -BEC-- ---BEC- -BEC- -l3 -BEC- -BEC- -BEC- - EC- -BEC- -BIC-- -B C- -"BEC "BEC- -BEC- -BEC- -BEC- BEC- � E \ GRASS DEBRIS FILE F.F.F.=844.25 11 rn 2 = FENCE •CGNC. PAD ASPHALT 3 I 26 25 CONC. 23 CONCRETE I I WOOD FRAME GARAGE OIL DRUM STORAGE rri I I I � 6' PRIVACY FENCE V- \\-7" CGNC CURB GRASS ASPHALT 8 m I U 12 6" CONC. CURB ` m 15 5`-"' ` 2 GRp 23 1t GRASS o I 17 G ---G --� 16 - 2' CONC. C14AIRBACK CURB M I GRASS r: � `3 I >>avrG+D �o �o coo? 0104 9.0, ooh God p\�v 016 Q'( �p � G I TC -844.64' I STRUCTURE HAS 2 - 6" RISER RINGS IE 36" RCP N.)=833.0'± IE 36" RCP S.)=833.118 TC=842.93' IE 12" RCP W.)=838.7'± IE 12" RCP (E.)=838.63' I IE TOP OF BENCH WALL=836.3'± IE BOTTOM OF MH=837.93' SLOW FLOW DID NOT LOCATE END OF PIPE GENERAL DEMOLITION PLAN NOTES - 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE, SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION, CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. EXISTING WATER LINES SHALL NOT BE ABANDONED OR DEMOLISHED UNTIL PROPOSED WATER MAINS HAVE BEEN INSTALLED TO A POINT SUCH THAT ONLY MINIMAL DISRUPTION IN WATER SERVICE TO THE EXISITNG OCCUPIED BUILDINGS WILL OCCUR, 10. ADDITIONAL UNDERGOUND UTILITIES EXIST THAT WERE NOT VISIBLY APPEARANT DURING THE COURSE OF FIELD SURVEY OPERATIONS. ALL UNDERGROUND UTILITY SERVICES SERVING THE EXISTING FACILITIES ARE TO BE DEMOLISHED AND REMOVED AND/OR ABANDONED EXCEPT AS INDICATED TO REMAIN FOR FUTURE SERVICE TO THE NEW FACILITIES. PROPOSED DEMOLITION LEGEND 4tt � � r : No. 19700312 - -Irw IULC1 woI4 Assurance: TP TREE PRESERVATION EXISTING TO CONSTRUCTION LIMITS BE DEMOLISHED 0-- CONSTRUCTION FENCE DEMOLITION KEY NOTES O1 REMOVE BUILDING, FLOOR, AND FOUNDATION OREMOVE CONCRETE PAVEMENT/SIDEWALK OREMOVE ASPHALT PAVEMENT OREMOVE ASPHALT CURB OREMOVE CONCRETE CURB OREMOVE LANDSCAPE TIMBER OREMOVE SIGN OREMOVE LIGHT POLE AND BASE OREMOVE BRICK AND CONCRETE ISLAND 10 REMOVE PRIVACY FENCE 11 REMOVE BURIED UTILITY 2 <9> SAWCUT PAVEMENT i� RE' 'VE UNDERGRC ;:XO -SEI' 14 REMOVE PROTECTIVE POST 15 REMOVE TRANSFORMER AND CONCRETE PAD 16 SAWCUT CONCRETE CURB 17 SAWCUT CONCRETE SIDEWALK 8 8> TEMPORARILY TERMINATE INCOMING WATER SERVICE AT THE RIGHT OF WAY UNE OF CARMEL DRIVE FOR FUTURE REUSE. 19 NOT USED 0 &> DEMOLISH AND REMOVE EXISTING WATER METER PIT AND ACCESSORIES IN ITS ENTIRETY. 2 i DEMOLISH AND REMOVE EXISTING ELECTRIC METER AND ACCESSORIES IN ITS ENTIRETY. 22 DEMOLISH AND REMOVE EXISTING GAS METER AND ACCESSORIES IN ITS ENTIRETY. 23 DEMOLISH AND REMOVE EXISTING LANDSCAPING AND VEGETATION AS REQUIRED FOR NEW CONSTRUCTION. 4 <&> DEMOLISH AND REMOVE THE EXISTING FLARED END SECTION. 5 <&> REMOVE DEBRIS. 6 &> REMOVE SOD. STOCKPILE TOPSOIL FOR FUTURE LANDSCAPING. COORDINATE TOPSOIL STORAGE OFFSITE WITH OWNER. 4tt � � r : No. 19700312 - -Irw IULC1 woI4 Assurance: TO BE LANDSCAPE BLOCK WALL - 2' CHAIRBACK CURB - BINDER CONC. 2 BRICK COLUMN CARMEL DRIVE /A ASPHALT PAVEMENT / ROAD UNDER CONSTRUCTION �, 5 / 2 5 / 5 TC=843.49' IE 18' RCP S.W.)438.79' 1 UN CONSTR TION — � —W — W — /"W — ,^W — —W IE 18' 16 W.)=838.8'1 2 WALK STAMPED CHIC.-- CONC. WALK — — — EJE — C_-0 — -- BT G 7 �FC-����� 5 2 18 3 / ® 17 �- 8 �, T --� 8F� ' CONCRETE 1�=839.98 24 END OF PIPE LOCATECOULD NOT �NC ! 1.5' "CONC, ROLL CURB 5 8 I METAL ENDm g� ,/ BRICK COLUMN 13E� STONE05 LIGHTED SN ON 6" -SECTION IE4633.29' / POST SET ICN CONC. BASEL 2 I BURIED FIBER OPTIC UNE w I 5 / _0 m hIARKER (McLEOD USA) fi 11 SITE BENCHMARK #2 - ELEV.=836.83 O ( ASPHALT F.F,E.=843.18 1 �I � 3 22 I J ASPHALTCL �I o I(I II o 4U / II^Typ 14 STEEL GUARDPOST (J�mCONCRETE 1 I { I SPRINKLER HEAD I —BEC— ' I F.F.E.=841.46' F,F.E.=841.92' F.F.E.=842,57' F.F.E.=842.99' g a co I GATE I I SELF SERVICE CAR WASH BAYS n 1 BRICK BUILDING 1 f I W F.F.E.=841.53' F.F.E.=841.92 F.F.E.=842.53 F.F.E.=842.94 5 I`t_'.. :.`•" 4 1*' APPROX. LOCATION OF 3 4" SUB SURFACE I 1 I LL ORAIN PIPES RUNNING ABOVE GROUND I 13 • NCRETE • • • SEPTIC BE ( SEPTIC TANK LID I I TANK LID 14 VACUUM UNIT ON TYp BRICK & CONC, ISLAND 1 I cm CONC. WALL VACUUM IbNIT ON I BRICK &I CONC. ISLAND 9 g 15 VENDING MACHINE AREA E CONI. LIGHT POLE BASE 21 I i E: 13 F.F.E.=843.21 I ELEC. TRANSFORMER 14 W— —W W ON CONC. PAD f — wI 'g g� STEEL GUARDPOST (TYP,) m 1t z EC' EXISTING FEATURES LEGEND -------LS�1---- SANITARY SEWER & MANHOLE 0 POWER POLE STORM SEWER; END SECTION, INLET & M.H. --- GUY WIRE --- —G — —G — —G -- GAS LINE 6j, TELEPHONE RISER ---- —W — —W -- --W -- WATER LINE BUILDING, FLOOR, AND FOUNDATION UTILITY RISER; ELEC. & CTV — —E — —E — —E — ELECTRIC LINE (AERIAL) ETD ELECTRIC TRANSFORMER ---- •--T — —T -- —T -- TELEPHONE LINE (AERIAL) Q—�-- STREET LIGHT -- •--CTV— —CTV— —CTV— CABLE TELEVISION (AERIAL) + LIGHT POLE --- —BTC— —BTC— —BTC— BURIED TELE. CABLE BRICK AND CONCRETE ISLAND FLOOD LIGHT — —BEC— —BEC-- —BEC--- BURIED ELEC. CABLE © TRAFFIC SIGNAL X - X FENCE LINE (FNC) REMOVE UNDERGROUND SEPTIC TANK FIRE HYDRANT -- BCTV -- -- BCTV BURIED CABLE TV th A VALVE; GAS & WATER SAWCUT CONCRETE CURB GUARDRAIL --a-- STREET SIGN D. DEED DIMENSION ® ELECTRIC MANHOLE M. MEASURED DIMENSION ® TELEPHONE MANHOLE P. PLAT DIMENSION 90 SEWER CLEANOUT R. RADIUS 10 WATER METER L. ARC LENGTH "o GAS METER REMOVE DEBRIS. 26 EMO ELECTRIC METER FND. FOUND Q MAILBOX 0 DENOTES A 5/8 DIA. REBAR WITH CAP FOUND. CAP STAMPED "WEIHE ENGINEERS". TC=844.64' STRUCTURE HAS 2 - 6' RISER RINGS ® h SPRINKLER HEAD IE 36 RCP N.)=833.0'± IrI X% IE 36' RCP (S.)=833.11- SPOT GRADE IE 12' RCP W.)=838.7'4 TC TOP OF CASTING ELEVATION I , IE INVERT ELEVATION IE BOTTOM OF MH=837.93' • CONCRETE BOLLARD TC=847,86' I DID NOT LOCA 14 TE fg� SEPTIC TANK LID 11 1 IE 36' RCP (N.)=833.7'1 END OF PIPE 5 m I IE 12' RCP (E. =842.3'3: m co CONCRETE I IE 36' RCP (S.)=833.55' 3- 4 INC I 14 g ( I IE TOP OF BENCH WALL=836.2'4____ DID NOT LOCATE TC=840.78' ASPHALT %"" I SPRINKLER HEAD SLOW FLOW I o � —END OF PIPE 11 IE TOP OF SILT=839.78' GRASS I � -FULL OF SILT -COULD � � � STACKS OF BRICKS rn NOT SEE ANY PIPES 3 I I I I I 3 11 41 U 11 CONC. UGH x 123 6 I POLE BASE ASPHALT �, SITE BENCHMARK #1 - ELEV.=$48.90 I I CONCRE* 14 FENCE CONCRETE 2' CONC. CHAIRBACK CURB--,, I FRAGRANCE DISPENSERWI 8 ASPHALT17 -- - �I - LANDSCAPE TIMBER WALL _' _b`' CONC. CURB —� I HEDGE ROW�, l% LANDSCAPING VACUUM UNIT ON 9 GRASS — W. 23 BRICK & CONC. ISLANDUlu ! 13 CONCRETE ! BE BE —W — —I —W — —W _ — — —W — _.._W — —w — —W ._ —W — —W _ —W \ 5 `' 5 p 6' PRIVACY FENCE Ft 14 2 1 11 VACUUM UNIT ON CONC, 11 40' WIDE UTILITY EASEMENT - D,B. 127, PAGE 38 ( SEPTIC TANK UD r TMP / I & BRICK PEDESTAL 40' ------) 'i 23 6 I 11 9 LIGHTED SIGN 7 3 F.F.E.=843.52' VACUUM UNIT ON m I F.F.E.=843,41' i BRICK & CONC. ISLANp 9 5.5 TALL ASPHALT — 3 I \ —BE BE 3" STEEL SIGN POST 1 6 2 1 VACUUM UNIT ON CONC. w " I I s 14 11 14 & BRICK PEDESTAL co 11 m 6 WOOD WALL 23 I 23 I F F E =844 05' 30 1 2- 2" EVERGREENS 6 CONC, I o CONCRETE I \/_CO NC. I LANDSCAPE TIMBER WALL ? 10 W Q 11 ASPHALT m 8 11 E� I CONCRETE - I ' ' ` CAR WASH SIGN c, F,F,E.=844.50'@�� • 1t 26.0' TALL M 3 z 9 8 — gE—�c.84552 1 I I� m e " \ � I 14 3 wm 6 WOOD WALL VACUUM UNIT RSI•—• -- BE —BEC— —BEC— —BEC U I VACUUM UNIT �� 11 STEEL SIGN POST -r c1'� F.F.E.=844.51, VACUUM UNIT ON VACUUM UNIT ON CONC. WOOD DECK 13 WOOD DECK �� �c m N °0 m BRICK & CONC. ISLAN & BRICK PEDESTAL 2 ON CONC. CONC. BLOCK WATER m 6" CONE CURB' `�, w SEPTIC TANK LID ON CONC. METER PIT W/SQUARE I • 14 1 11 c 2 �� 20 co FIAT METAL UD 23 m F.F.E.=844.41' TYP 8 _ I rn g 3.5' BOARD FENCE m CONCRETE c m F.F•E.=844.56' ' 1 2 13OO APPROX. GALLONLOCATION PTIOFTANK UNDERGROUND F.F.E,=846.06 rn 1 • G/ 1 ( 00 11 /0F' 1 DRIVE THRU CAR WASH 1 F.F.E.=844.53' I VACUUM UNIT ON CONC. CONCRETE BLOCK BUILDING 22 F.F.E.=846.13 rri BRICK & CONC. ISLAND 04, O 5 �q 14 23 5 - 5' BURNING BUSHES 21 I 1 �I • �eF,� 8CON 9 8 10 �G/ 3'x3' CONC. &BRICK PEDESTAL m t t CO C. LIGHT POLE BASE 0 FOR VACUUM UNIT I 1E, , . , 11 ASPHALT DRIVE 1 t FOR I 6' PRIVACY FENCE G _ —GG — —G — —G — —G — G — — —G — — — --G — — — G G G — G — —G -- — G — —G — — G — APPROXIMATE LOCATION OF 4' GAS LINE 10 11 BEC— -- —BEC— —BEC— —B C— —BEC— —BEC— —BEC-- — EC— —BEC— —B C— —B C✓ —BEC— —BEC— —BEC— —BEC— —BEC ""BEC- --rf E: I 11 GRASS ' DEBRIS FILE F.F•F.=844.25 2 - FENCE • CONC. PAD ASPHALT 3 I 26 25 CONC. 23 CONCRETE WOOD FRAME GARAGE OIL DRUM 1 STORAGE I I � 6' PRIVACY FENCE I \\-- 7" CONC. CURB GRASS ASPHALT CCNC. E M RIGHT-OF-WAY LINE AS SHOWN ON THE WEIHE ENGINEERS, INC. SURVEY z CONC. ROLL CURB M, 1 5' Z EXISTING TO r. ....... CONSTRUCTION LIMITS BE DEMOLISHED g m I CONSTRUCTION FENCE 12 DEMOLITION KEY NOTES OREMOVE BUILDING, FLOOR, AND FOUNDATION 2 REMOVE CONCRETE PAVEMENT/SIDEWALK OREMOVE ASPHALT PAVEMENT OREMOVE 6" GONG CURB OREMOVE CONCRETE CURB OREMOVE LANDSCAPE TIMBER O7 REMOVE SIGN OREMOVE LIGHT POLE AND BASE OREMOVE BRICK AND CONCRETE ISLAND 0 <9> �/ I O, • 2 <8> 2 13 REMOVE UNDERGROUND SEPTIC TANK 14 REMOVE PROTECTIVE POST 5 <8> REMOVE TRANSFORMER AND CONCRETE PAD 6 <8> SAWCUT CONCRETE CURB 17 GRASS 18 TEMPORARILY TERMINATE INCOMING WATER SERVICE AT THE RIGHT OF WAY LINE OF CARMEL DRIVE FOR FUTURE REUSE. 19 NOT USED &>DEMOLISH AND REMOVE EXISTING WATER METER PIT AND ACCESSORIES IN ITS ENTIRETY. 1 8> v l ACCESSORIES IN ITS ENTIRETY. 17 DEMOLISH AND REMOVE EXISTING GAS METER AND ACCESSORIES IN ITS ENTIRETY. 23 DEMOLISH AND REMOVE EXISTING LANDSCAPING AND VEGETATION AS REQUIRED FOR NEW CONSTRUCTION. -2.' CONC. CHAIRBACK CURB — `G 5 <8> REMOVE DEBRIS. 26 REMOVE SOD. STOCKPILE TOPSOIL FOR FUTURE LANDSCAPING, COORDINATE TOPSOIL STORAGE OFFSITE WITH OWNER. GRASS I ' I I 11 I� Il TC=844.64' STRUCTURE HAS 2 - 6' RISER RINGS I IE 36 RCP N.)=833.0'± IE 36' RCP (S.)=833.11- IE 12' RCP W.)=838.7'4 10=842.93' IE 12' RCP (E.)=838.63' I , IE TOP OF WALL=836.3'± IE BOTTOM OF MH=837.93' SLOW POWBENCH DID NOT LOCATE END OF PIPE GENERAL DEMOLITION PLAN NOTES - 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE, SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. EXISTING WATER LINES SHALL NOT BE ABANDONED OR DEMOLISHED UNTIL PROPOSED WATER MAINS HAVE BEEN INSTALLED TO A POINT SUCH THAT ONLY MINIMAL DISRUPTION IN WATER SERVICE TO THE EXISTING OCCUPIED BUILDINGS WILL OCCUR. 10. ADDITIONAL UNDERGOUND UTILITIES EXIST THAT WERE NOT VISIBLY APPEARANT DURING THE COURSE OF FIELD SURVEY OPERATIONS. ALL UNDERGROUND UTILITY SERVICES SERVING THE EXISTING FACILITIES ARE TO BE DEMOLISHED AND REMOVED AND/OR ABANDONED EXCEPT AS INDICATED TO REMAIN FOR FUTURE SERVICE TO THE NEW FACILITIES. PROPOSED DEMOLITION LEGEND GO 0 in a U z W Q 0 w z WUW � F� W >0 w �{,,�F � z w Z' W �w cecina x�aaaz co rn O �? I RI f. C3 't 00 N .n Odi ai O�Qa M, QZX N Q < w o v Na to:2 Q. C14 w coo z; r r TP TREE PRESERVATION Z EXISTING TO r. ....... CONSTRUCTION LIMITS BE DEMOLISHED CONSTRUCTION FENCE DEMOLITION KEY NOTES OREMOVE BUILDING, FLOOR, AND FOUNDATION 2 REMOVE CONCRETE PAVEMENT/SIDEWALK OREMOVE ASPHALT PAVEMENT OREMOVE ASPHALT CURB OREMOVE CONCRETE CURB OREMOVE LANDSCAPE TIMBER O7 REMOVE SIGN OREMOVE LIGHT POLE AND BASE OREMOVE BRICK AND CONCRETE ISLAND 0 <9> REMOVE PRIVACY FENCE 11 REMOVE BURIED UTILITY 2 <8> SAWCUT PAVEMENT 13 REMOVE UNDERGROUND SEPTIC TANK 14 REMOVE PROTECTIVE POST 5 <8> REMOVE TRANSFORMER AND CONCRETE PAD 6 <8> SAWCUT CONCRETE CURB 17 SAWCUT CONCRETE SIDEWALK 18 TEMPORARILY TERMINATE INCOMING WATER SERVICE AT THE RIGHT OF WAY LINE OF CARMEL DRIVE FOR FUTURE REUSE. 19 NOT USED &>DEMOLISH AND REMOVE EXISTING WATER METER PIT AND ACCESSORIES IN ITS ENTIRETY. 1 8> DEMOLISH AND REMOVE EXISTING ELECTRIC METER AND ACCESSORIES IN ITS ENTIRETY. 22 DEMOLISH AND REMOVE EXISTING GAS METER AND ACCESSORIES IN ITS ENTIRETY. 23 DEMOLISH AND REMOVE EXISTING LANDSCAPING AND VEGETATION AS REQUIRED FOR NEW CONSTRUCTION. 4 <8> DEMOUSH AND REMOVE THE EXISTING FLARED END SECTION. 5 <8> REMOVE DEBRIS. 26 REMOVE SOD. STOCKPILE TOPSOIL FOR FUTURE LANDSCAPING, COORDINATE TOPSOIL STORAGE OFFSITE WITH OWNER. GO 0 in a U z W Q 0 w z WUW � F� W >0 w �{,,�F � z w Z' W �w cecina x�aaaz co rn O �? I RI f. C3 't 00 N .n Odi ai O�Qa M, QZX N Q < w o v Na to:2 Q. C14 w coo z; r r 114 No. 19700312 r • :_r" 9p SDUEOF �►D�IAKP ' ��. Ioil lilt ���� Drown By. MAW Checked Bl CLH TRB Scale: 0 Scale: i' 20' sheat C103 i Date 01/05/04 Project Number . 0030407-20000 N I I I Z Zcm cy W e') Ln W NM 0nn Z i a N¢ O Q o Jq� � O Wcl co Q y ;� co ui 114 No. 19700312 r • :_r" 9p SDUEOF �►D�IAKP ' ��. Ioil lilt ���� Drown By. MAW Checked Bl CLH TRB Scale: 0 Scale: i' 20' sheat C103 i Date 01/05/04 Project Number . 0030407-20000 N I I I