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CURB, GUTTER 8 <br />SIDEWALK - <br />98.63 FL <br />TxY GRATED <br />- - <br />C.B.\, <br />12• STROMDRAIN PIPE <br />98.72 FL <br />9878 FL <br />98.85 FL <br />98.89 Fl <br />98.94 FL <br />KETTLEMAN <br />99.02 FL <br />2'X3' GRATED <br />C.B. <br />99.14 FL 99.31 FL <br />1 <br />N <br />100.07 <br />100.00 TC-T.B.M. <br />99.54 FL <br />ISLANDS <br />I <br />I 99.99 <br />III <br />100.02 I <br />I <br />_ <br />10_STORMDRAIN PIPE <br />95.50' PIPE INV. <br />/ <br />BLOCK WALL <br />\ <br />0 <br />FF- FINISH FLOOR <br />0+ AC SS <br />p <br />�n <br />SIGN <br />WM <br />156.00' � <br />DRIVE <br />/ <br />TRAFFIC SIGNAL <br />N OV° <br />05'30" E <br />ILI <br />CONIC <br />.99.79 99.89 <br />- <br />_ <br />"-- - _ _ _ _ _ <br />10011 <br />..�..�..�.._..�.._ <br />98.89 FL Q4. ..�• <br />i <br />.._.._.._.._.._..�..-.._.._.. <br />,\ <br />0 <br />Vie% • <br />99.93 AG <br />PLANTER <br />101,01 PP 100.16 AC <br />Q4 <br />/ <br />100.59 <br />I <br />a <br />\, <br />TP- TOP OF PAVING <br />SIGN <br />100'01 <br />100.00 <br />', <br />100.01 AC <br />L 99_96 <br />99.93 AC <br />o <br />ACCESS <br />100.37 <br />11 <br />\ 100,20 WM <br />'.\ - - - - - WM <br />100.29 <br />SIGNAL 80XED <br />99.60 AC <br />100.53_AC <br />r - - - - - - <br />1 .69 <br />Q I <br />IIS <br />99.99 <br />N\ <br />_ <br />TRAFFIC PLANTER <br />99.56 AC <br />I <br />100.24 <br />FH <br />99.92 1 \ <br />100.15 <br />99 <br />ON <br />99.99 <br />I 100.05 ' 100.09 100.14 100,100 <br />\SIGNAL <br />\ <br />99.44 <br />99.98 <br />WASTE OIL <br />0 <br />99.39 <br />O <br />SIGN <br />99.31 <br />C6 <br />MON <br />99.37 <br />w <br />0 <br />M <br />0 <br />CD <br />Z <br />99,37 <br />PP <br />BLOCK WALL <br />EP <br />•T••_••-•-_•• •• 99,92 EP <br />WATER WELL EOUIPT. <br />100.03 AC <br />100. <br />leolm <br />H.C. RAMP '100.12. FILLER VENT© <br />O <br />00.19 <br />100.18 O+ VEN <br />100.18 100.18 <br />100.75 . <br />+ <br />100.75 FF <br />n <br />100.37+FF <br />SHELL STATION <br />STORE <br />100.75 FF <br />GARAGE <br />100.37 FF � <br />TRASH ENCL. <br />CONC <br />1 99.89 AC 99.80 AC <br />PLANTER 99.58 AC <br />TELEPHONES WITH GUARD POSTS 100.11_AC \\ <br />99.90 ` 9°9,98 <br />99.82 AC <br />S 880 05'30" W <br />99.95,AC <br />175.00 <br />ON <br />100.29 <br />99,83 AC <br />LANE <br />U <br />11 I -----Y�------ <br />98.70 TOP <br />1.2X1 T GRATED C.B. <br />100.07 <br />PUMP, <br />ISLANDS <br />I <br />I 99.99 <br />III <br />100.02 I <br />I <br />_ <br />10_STORMDRAIN PIPE <br />95.50' PIPE INV. <br />/ <br />BLOCK WALL <br />fOD.07 I 100.12 <br />FF- FINISH FLOOR <br />0+ AC SS <br />o <br />SDMH <br />FH- FIRE HYDRANT <br />_ _ / <br />-_ <br />101$21 <br />1 <br />99,36 AC <br />o <br />ILI <br />CONIC <br />1199.54 <br />ACCESS <br />_ <br />"-- - _ _ _ _ _ <br />= 10"STORMDRAIN PIPE <br />Imo---' '\CANOPY �yi <br />100201 <br />99, 13 TOP <br />1.2X1.2 GRATED C.B. <br />I <br />a <br />100.11 <br />a <br />I <br />a <br />1 <br />TP- TOP OF PAVING <br />1 11 100.02 <br />GUARD POSTS <br />100.04 I 100.09 <br />` - - <br />_ -' <br />L 99_96 <br />99,94 <br />o <br />/ 96.53' PIPE INV. <br />98x00 EXISTINGGRADE <br />11 <br />99.90 1 -^ _ _ <br />� <br />100.29 <br />pp 0 <br />I I <br />100.53_AC <br />11 <br />1 .69 <br />IIS <br />99.99 <br />- <br />_ <br />- - -_ <br />-_ <br />100.24 <br />99.92 1 \ <br />100.15 <br />-/ <br />99.86 AC 11� <br />100.08 <br />' <br />100,03 <br />99.98 <br />WASTE OIL <br />II <br />1Im <br />I CONC <br />11 <br />99.33 <br />100.10 <br />99.19 TOP 11 <br />CONIC <br />i m <br />i <br />1.7'X1.7' GRATED C.B. <br />99.33 <br />10" STORMDRAIN PIPE_ <br />96.84 PIPE INV. <br />_ _ _ <br />II <br />MON <br />99.55 <br />\ <br />1I <br />99411+AO <br />99.40 9959 <br />99.5553 <br />0 <br />100.06 00.17 <br />ACCESS <br />\ <br />99.67 <br />11 <br />AC PAVING <br />9947 99.54 <br />PUMP ISLAND <br />I <br />99,68 <br />99.68 <br />II <br />FILL <br />1 <br />9881 <br />99.51 FILL FILL <br />1 \ <br />1 <br />99'85 <br />0 <br />99.52 99.57 <br />1 100.08 <br />ACCESS <br />11 <br />1 <br />\ I <br />99.78 <br />II <br />CONC.CURB <br />I 10023 <br />u? 1 <br />ACCESS <br />TYP. <br />ACCESS <br />\ 100.00 <br />99,89 <br />99.85 <br />100.06 <br />L____ <br />99.9 <br />_D___ - <br />- - <br />CONIC <br />1 <br />89.94 AC <br />)11 <br />100.08 <br />0.03 <br />' 100.02 <br />C <br />ACCESS <br />100.12 <br />\� <br />100.04 <br />FILLER <br />I <br />APPROXIMATE LOCATION <br />-`-"\ <br />100.08 <br />100.15 0 700.17 <br />99.83+AC <br />OF SEWER LATERAL <br />pACCESS <br />FILLER <br />11 <br />610 100.13 <br />100.16 <br />10021 <br />BLOCK WALL <br />EP <br />•T••_••-•-_•• •• 99,92 EP <br />WATER WELL EOUIPT. <br />100.03 AC <br />100. <br />leolm <br />H.C. RAMP '100.12. FILLER VENT© <br />O <br />00.19 <br />100.18 O+ VEN <br />100.18 100.18 <br />100.75 . <br />+ <br />100.75 FF <br />n <br />100.37+FF <br />SHELL STATION <br />STORE <br />100.75 FF <br />GARAGE <br />100.37 FF � <br />TRASH ENCL. <br />CONC <br />1 99.89 AC 99.80 AC <br />PLANTER 99.58 AC <br />TELEPHONES WITH GUARD POSTS 100.11_AC \\ <br />99.90 ` 9°9,98 <br />99.82 AC <br />S 880 05'30" W <br />99.95,AC <br />175.00 <br />ON <br />100.29 <br />99,83 AC <br />LANE <br />U <br />11 I -----Y�------ <br />�.J <br />100.07 <br />SHEETS <br />AC -ASPHALT CONCRETE <br />I 99.99 <br />III <br />100.02 I <br />I <br />TBM- TEMPORARY BENCH MARK <br />CANOPY <br />BLOCK WALL <br />1 <br />FF- FINISH FLOOR <br />0+ AC SS <br />o <br />99.82 <br />FH- FIRE HYDRANT <br />101$21 <br />99,36 AC <br />o <br />ILI <br />CONIC <br />99.22 TOP <br />ACCESS <br />MH -MANHOLE <br />° 99.85 <br />111 <br />100201 <br />96,62 INV, <br />I <br />a <br />100.11 <br />a <br />I <br />a <br />1 <br />TP- TOP OF PAVING <br />1 11 100.02 <br />GUARD POSTS <br />100.04 I 100.09 <br />y <br />100.09 - - - - <br />o <br />-- - -- 100.09 <br />98x00 EXISTINGGRADE <br />11 <br />° 100.02 <br />100.29 <br />pp 0 <br />I I <br />100.53_AC <br />1 .69 <br />IIS <br />99 99, AC <br />° <br />11� <br />100.24 <br />100.15 <br />99.86 AC 11� <br />100.08 <br />11 ro <br />WASTE OIL <br />1Im <br />SLAB 100.16 <br />11 <br />100.10 <br />99.19 TOP 11 <br />1.7'X1.7' GRATED C.B. <br />10" STORMDRAIN PIPE_ <br />96.84 PIPE INV. <br />_ _ _ <br />6 <br />MON <br />99.55 <br />BLOCK WALL <br />EP <br />•T••_••-•-_•• •• 99,92 EP <br />WATER WELL EOUIPT. <br />100.03 AC <br />100. <br />leolm <br />H.C. RAMP '100.12. FILLER VENT© <br />O <br />00.19 <br />100.18 O+ VEN <br />100.18 100.18 <br />100.75 . <br />+ <br />100.75 FF <br />n <br />100.37+FF <br />SHELL STATION <br />STORE <br />100.75 FF <br />GARAGE <br />100.37 FF � <br />TRASH ENCL. <br />CONC <br />1 99.89 AC 99.80 AC <br />PLANTER 99.58 AC <br />TELEPHONES WITH GUARD POSTS 100.11_AC \\ <br />99.90 ` 9°9,98 <br />99.82 AC <br />S 880 05'30" W <br />99.95,AC <br />175.00 <br />ON <br />100.29 <br />99,83 AC <br />LANE <br />U <br />ABBREVIATIONS <br />99.71 FL <br />100.06 AC <br />SHEETS <br />AC -ASPHALT CONCRETE <br />BM- BENCH MARK <br />99.8 AC <br />TBM- TEMPORARY BENCH MARK <br />EP- EDGE OF PAVEMENT <br />BLOCK WALL <br />EX- EXISTING <br />FF- FINISH FLOOR <br />99.75 ° <br />0 <br />99.82 <br />FH- FIRE HYDRANT <br />FL-FLOWLINE <br />99,36 AC <br />o <br />HC- HANDICAPPED <br />100.5 QAC <br />99.22 TOP <br />99.72 <br />MH -MANHOLE <br />° 99.85 <br />1.7'X1.7' GRATED C.B. <br />OG- ORIGINAL GRADE <br />96,62 INV, <br />98+1 o <br />a <br />CONC-CONCRETE <br />m <br />° 99.90 <br />PUE- PUBLIC UTILITY EASEMENT <br />TP- TOP OF PAVING <br />GUARD POSTS <br />y <br />TYP. <br />o <br />x <br />98x00 EXISTINGGRADE <br />99.95 <br />° 100.02 <br />pp 0 <br />y PROPOSEDGRADE <br />100.53_AC <br />100.09 <br />99 99, AC <br />° <br />100,12 <br />100.08 <br />100.22 100.31 100,31 TELE, BOX <br />100,31 AC i i 100.35AC <br />PLANTER <br />100.40 AC <br />100.25 AC <br />O ! tIIIJII� <br />MON <br />100.12 <br />i CONC. WHEEL BLOCKS <br />I M <br />O <br />AC PAVING <br />1 <br />to <br />100.59+AC <br />NORTH <br />111=10' <br />T.B.M.- ASSUMED 100.00' ON TOP OF CURB AT WEST SIDE <br />OF EAST DRIVE ON KETTLEMAN LANE AS SHOWN. <br />APPROXIMATE BOUNDARY LOCATION <br />UNDERGROUND UTILITY LOCATIONS ARE <br />APPROXIMATE AND WHERE SUPPLIED <br />BY ABS ENGINEERING, <br />nts <br />? �z� <br />1- r <br />0- lbm0 <br />zR3 <br />F�o� Yooz <br />oowh oar- q <br />¢oEo �S`�YiFZ <br />za�LL za �uzl <br />zWz <br />N <br />�°gQ� 3o3ow <br />WSS w <br />��wY ppmol$ <br />as zN3`°�~r <br />OS U�Fc�Q�Z�� <br />awz <br />UN�NW ZE= <br />� �o �r�(�w <br />iK2�UK�U2� <br />LlLj <br />03�o�oaw� <br />c U N <br />moo <br />Z 0 w <br />N <br />Z LL M <br />C/) q <br />V LL <br />4 Z <br />xrn <br />`' w <br />3. W N n <br />Z`1) NT. <br />Lu g <br />N <br />LL <br />U <br />z <br />O <br />Q <br />ui <br />uj <br />J � <br />� J <br />Q � Q <br />W z <br />u- <br />Y J <br />. U <br />O - <br />O <br />0 dN' d <br />At <br />SHEET <br />G-1 OF <br />DATE <br />ABBREVIATIONS <br />99.71 FL <br />AB- AGGREGATE BASE <br />SHEETS <br />AC -ASPHALT CONCRETE <br />BM- BENCH MARK <br />598.9844 <br />TBM- TEMPORARY BENCH MARK <br />EP- EDGE OF PAVEMENT <br />EX- EXISTING <br />FF- FINISH FLOOR <br />LS -LANDSCAPING <br />FH- FIRE HYDRANT <br />FL-FLOWLINE <br />GB -GRADE BREAK <br />HC- HANDICAPPED <br />100.5 QAC <br />IP- IRON PIPE <br />MH -MANHOLE <br />NTS- NOT TO SCALE <br />OG- ORIGINAL GRADE <br />PP- POWER POLE <br />TC- TOP OF CURB <br />CONC-CONCRETE <br />CB- CATCH BASIN <br />PUE- PUBLIC UTILITY EASEMENT <br />TP- TOP OF PAVING <br />WV- WATER VALVE <br />GV- GAS VALVE <br />BW -BACK OF WALK <br />-+- DRAINAGE DIRECTION <br />98x00 EXISTINGGRADE <br />y PROPOSEDGRADE <br />100.53_AC <br />100.59+AC <br />NORTH <br />111=10' <br />T.B.M.- ASSUMED 100.00' ON TOP OF CURB AT WEST SIDE <br />OF EAST DRIVE ON KETTLEMAN LANE AS SHOWN. <br />APPROXIMATE BOUNDARY LOCATION <br />UNDERGROUND UTILITY LOCATIONS ARE <br />APPROXIMATE AND WHERE SUPPLIED <br />BY ABS ENGINEERING, <br />nts <br />? �z� <br />1- r <br />0- lbm0 <br />zR3 <br />F�o� Yooz <br />oowh oar- q <br />¢oEo �S`�YiFZ <br />za�LL za �uzl <br />zWz <br />N <br />�°gQ� 3o3ow <br />WSS w <br />��wY ppmol$ <br />as zN3`°�~r <br />OS U�Fc�Q�Z�� <br />awz <br />UN�NW ZE= <br />� �o �r�(�w <br />iK2�UK�U2� <br />LlLj <br />03�o�oaw� <br />c U N <br />moo <br />Z 0 w <br />N <br />Z LL M <br />C/) q <br />V LL <br />4 Z <br />xrn <br />`' w <br />3. W N n <br />Z`1) NT. <br />Lu g <br />N <br />LL <br />U <br />z <br />O <br />Q <br />ui <br />uj <br />J � <br />� J <br />Q � Q <br />W z <br />u- <br />Y J <br />. U <br />O - <br />O <br />0 dN' d <br />At <br />SHEET <br />G-1 OF <br />DATE <br />10198 <br />SHEETS <br />JOB NO. <br />598.9844 <br />