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HomeMy WebLinkAboutS-279501s G �d R i B O M Y O N � N r LL_ O = g � Z d- H Ld (Z Qz MY W W W Q U � ? L W 4 Z 4 LLd X CL u ° I n I ii I d o 'I n O O o `,E S '' II I I I I STA: 2 +78 3 a u u i 1 1 -6•z 8• TEE (FLxMJ) - - - STA., 2 +38 SHALLOW 41r SSMH WAN) f--I a W/ THRUST BLOCKDIG I I I . FRAME CAST INTO COW. TOP WN E I I R EX. SSMH -- -- - - E u u N EX. INV= 314.24(VERIFY) - -- DO E - _ _ - �e r rn n n i E Ex. FIRE hYU. / 4 480' «8' D.L CL 52 WATER o I I 20' ' '- I I I I I I I I i I I I I I I I I I I I I I I I EXISTING L I PAVING I , f'-- 20' ---I II WIDEN PAVING I TO 20' II I II i II � II I II I II I II I II I 11 I II I ii II I I I� I 11 I I 11 I I II I II I STA: 0+85 I I� 1 -FIRE HYDRANT ASSY I i13 PER C.O.R. DETAIL 8102 - I__rx 6• TEE (MJsMJ) h 1-8• GATE VALVE (ELWJ) I- J W/ THRUST BWCKING I 1-4- .5-u BEND ��(M��JxM�J))' I _ I i I I I 1 a �• FIRE HYDRANT -CAP OFF EASTING 1 AT TEE ST NG SS SERVICE O 211 - -- — - INV - 315.08 INIJ- 315.44 I 'L- li r PRESSURE I i � sEVfoL r�D�t // 3/4• WATER METER - WATER i (TYPO LOT 5 I s.w' (� SEWER LINE I PUMP CONNECTION �►- I' APPROX. FF f O I) /' ! •' 0 5 10 20 N u I! = 320 ' (� 35 «6• DA GRAVITY I I �, � � // / SSMH T / ` ,-/7 SCALE 1' = 20' 2 I NV�315.88 I LOT 1 yw.. y _ /�� /: RIM = 306.48 LOT 2 * ew -r D.I. DRAM I AP ROX. FF ' VICO P 316 55 SERE APPROX. FF 318 9.�,Y <�,4y3 •" � Yf . "y 77 ��� / / IL27 ! /. EDGE S 9#501 .fZ* �/� PAVEMENT r PRESSURE ✓, ui " ' LOT 6 INV - 316.28 i w; LEGEND y `/ e -0- POWER POLE EXIST. CI 0gg� '�'^^ i� I HOUSE �'' -y' /� // // ❑ WATER METER MF IA Y/ I u 1 FF= 322.86 / q / f'! FIRE HYDRANT I N x , ,q � ` I n ! ( � LOT 4 - �. � Q e r I / / � � WATER VALVE APPROx. FF - - T - LOT 3 - - - - / i / GUY �I = 320 j I APGR 316 FF " c2m� t / 0 SEWER MANHOLE W ..{ ❑ CATCH BASIN FIR m u n I 0 NOTE.5. H U I I� I O O GO I I n� U) n---i w I I I Of _ I z I - -- 0 o N m I I m= p Of U > Of I � I 1 N °z E _TIUTY i� I I �1 1. LOTS 1 & 3 WILL HAVE INDIVIDUAL SEWER GRINDER _ _ _ _ _ _ _ I I I FMEN I PUMPS DISCHARGING TO THE SSMH AS SHOWN. BROKEN HE 11 1 2. LOTS 2, 4, 5 & 6 WILL BE SERVED W/ GRAVITY FENCE 11 SEWER SERVICE. - -'. I I 3. ALL NEW HOUSES WILL BE REQUIRED TO INSTALL -- - - -- ...-- _..____________ INDIVIDUAL SPRINKLER SYSTEMS. SYS UP - -- - -- - —12 -- RECOMMENDED IL So " 55.80'. �Q I II _I 'y �F' '(c FOR A PROVAL y Fe o I as x� VI21I54 3 OFFSITE ACCESS -------- EASEMENT TO BE OBTAINED PRIOR TO 39' CONSTRUCTION I BY '0`ECitSfFR� t By TONAL r I AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY EXPIRES 11�30�00 - Call NOTE: Ii before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY i0 DETERMINE THE ESMi EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - Dig• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800-424-5555 NOT SHOWN LL ORBEFOREES N T SHOWN BOOT HEIR PROPER LOCATION. SCANNED OCT -61999 urr) I SS SERVICE O 211 - -- — - INV - 315.08 INIJ- 315.44 I 'L- li r PRESSURE I i � sEVfoL r�D�t // 3/4• WATER METER - WATER i (TYPO LOT 5 I s.w' (� SEWER LINE I PUMP CONNECTION �►- I' APPROX. FF f O I) /' ! •' 0 5 10 20 N u I! = 320 ' (� 35 «6• DA GRAVITY I I �, � � // / SSMH T / ` ,-/7 SCALE 1' = 20' 2 I NV�315.88 I LOT 1 yw.. y _ /�� /: RIM = 306.48 LOT 2 * ew -r D.I. DRAM I AP ROX. FF ' VICO P 316 55 SERE APPROX. FF 318 9.�,Y <�,4y3 •" � Yf . "y 77 ��� / / IL27 ! /. EDGE S 9#501 .fZ* �/� PAVEMENT r PRESSURE ✓, ui " ' LOT 6 INV - 316.28 i w; LEGEND y `/ e -0- POWER POLE EXIST. CI 0gg� '�'^^ i� I HOUSE �'' -y' /� // // ❑ WATER METER MF IA Y/ I u 1 FF= 322.86 / q / f'! FIRE HYDRANT I N x , ,q � ` I n ! ( � LOT 4 - �. � Q e r I / / � � WATER VALVE APPROx. FF - - T - LOT 3 - - - - / i / GUY �I = 320 j I APGR 316 FF " c2m� t / 0 SEWER MANHOLE W ..{ ❑ CATCH BASIN FIR m u n I 0 NOTE.5. H U I I� I O O GO I I n� U) n---i w I I I Of _ I z I - -- 0 o N m I I m= p Of U > Of I � I 1 N °z E _TIUTY i� I I �1 1. LOTS 1 & 3 WILL HAVE INDIVIDUAL SEWER GRINDER _ _ _ _ _ _ _ I I I FMEN I PUMPS DISCHARGING TO THE SSMH AS SHOWN. BROKEN HE 11 1 2. LOTS 2, 4, 5 & 6 WILL BE SERVED W/ GRAVITY FENCE 11 SEWER SERVICE. - -'. I I 3. ALL NEW HOUSES WILL BE REQUIRED TO INSTALL -- - - -- ...-- _..____________ INDIVIDUAL SPRINKLER SYSTEMS. SYS UP - -- - -- - —12 -- RECOMMENDED IL So " 55.80'. �Q I II _I 'y �F' '(c FOR A PROVAL y Fe o I as x� VI21I54 3 OFFSITE ACCESS -------- EASEMENT TO BE OBTAINED PRIOR TO 39' CONSTRUCTION I BY '0`ECitSfFR� t By TONAL r I AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY EXPIRES 11�30�00 - Call NOTE: Ii before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY i0 DETERMINE THE ESMi EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - Dig• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800-424-5555 NOT SHOWN LL ORBEFOREES N T SHOWN BOOT HEIR PROPER LOCATION. SCANNED OCT -61999 urr) I OFFSITE ACCESS -------- EASEMENT TO BE OBTAINED PRIOR TO 39' CONSTRUCTION I BY '0`ECitSfFR� t By TONAL r I AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY EXPIRES 11�30�00 - Call NOTE: Ii before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY i0 DETERMINE THE ESMi EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - Dig• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800-424-5555 NOT SHOWN LL ORBEFOREES N T SHOWN BOOT HEIR PROPER LOCATION. SCANNED OCT -61999 urr) I