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HomeMy WebLinkAboutR-366314EX SSMH —RIM EL = 390.$8 INV EL = 380:48' i o/ _ /______ -- r0 �p - N --- - - - - -- o ; t +BSO, APPROXIMATE EXISTING `1 LOCATION OF 8'X6-TEE ¢ INV EL = 379.62' !' PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM LUA 07- 140 -SHPL Ir Ir T I,- 11.;= Ir II rl " n II rl °F rl O r , w �w 2 +00 I/ WICR 1B1C1D I( II '$EE DETAIL __ I llII; SHEET C6 -13 Ih' r; r I i I r / s I N' I r r r , v N :, 0 : i , I ^J J I I/ Vli In r Lu , 0 ; ao , r J ~ _ N \� zo I F1 r I; r I �I w � � I I I I 'U EX SSMH I �r 30' RIM EL = 387.02' INV EL = 374.42' I ,^� ( 64.46 L�138.69 Tan =24.42 Delta= 88.39'5 n R =25.00 c 1 +89.0, 2 .0' RT CUT EXISIN 6" SS TO n 1 `,,% X HOUSE D 6 "SS 38 58' 1�`J r l EL = 48LF'I6 "SS 0 S =?1.07 f"01 � I LOT 1\ i I 5,013. s.f. \ 1---3 I FF EL =386.0 1 -- — — J col STA , J 48" SSMH -TYPE I RIM EL= 383-50± 383.59' INV EL= 376.119 --8" 374.70' INV I 374.86' r I , I i II a N --- - - - - -- o ; t +BSO, APPROXIMATE EXISTING `1 LOCATION OF 8'X6-TEE ¢ INV EL = 379.62' !' PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM LUA 07- 140 -SHPL Ir Ir T I,- 11.;= Ir II rl " n II rl °F rl O r , w �w 2 +00 I/ WICR 1B1C1D I( II '$EE DETAIL __ I llII; SHEET C6 -13 Ih' r; r I i I r / s I N' I r r r , v N :, 0 : i , I ^J J I I/ Vli In r Lu , 0 ; ao , r J ~ _ N \� zo I F1 r I; r I �I w � � I I I I 'U EX SSMH I �r 30' RIM EL = 387.02' INV EL = 374.42' I ,^� ( 64.46 L�138.69 Tan =24.42 Delta= 88.39'5 n R =25.00 c 1 +89.0, 2 .0' RT CUT EXISIN 6" SS TO n 1 `,,% X HOUSE D 6 "SS 38 58' 1�`J r l EL = 48LF'I6 "SS 0 S =?1.07 f"01 � I LOT 1\ y I 5,013. s.f. \ 1---3 I FF EL =386.0 1 -- — — J col 5uu iZ 14 t iy.ui - - - - - - \ 1 - �\S6�Q 1 \ Qp .-- LOT 2 6x ( a C �'" 1 4,666. s.f. , I FF EL= 384.00 .- — STA 1 +391 L I 25LF -6" SSS, ® S=2.0% MIN L – – INV EL -379 77' 375.36' 390 380 STA 3 +00, 4'RT RELOCATE SIGN 3 I I I I I I I GRAPHIC SCALE 20 0 10 20 ra w IN ___________ ___ ( FEET ) m me F---- 20—Tt. 381 ttl___ stn II EEN AVE NE II 3+ 0 4 GO o 50040 01 E ¢57.47'(CALC) N' _ 5 +00 1 5 +60 72 - - r � w y_ �— 1 _ r + � w T� � N , ' • ,�,� r ,rl,� 1 I,T I rrrr rrrr r.'., r r n 2:79.31'W I,. , •, ,,,, r,,, r,•ff, I,If,,, ' Ili__ ------------ 1111 „dr �,,,�• � ��� A I 54.87' 5 .01' 50. 1' _ \\` %I — — r 5 SANITARY SEWER r — – – – – – – j - -�I o° ACCESS EASEMENT i If /r — — — — — i EX/ HOU E I > u.i I / 1,351 s .ft. 1_ - 40X52 PAD 1 -LIP- -4-0--X 0 PAD 40 2 PAD ____. -_.. .. W LOT i �f ,� - -._r I� ACCESS ROAD CE _ LOT 4 Jam• �I- 5,774. s.f__�i rn, LOT 6 I T N %? FF EL= 382.00 II " ;� - _ - Ib1q FF EL =380.00 1 •rn +Y 5770 sf ° a °JI s. �OVERED LOT �M / FF-Et -3800 I� NM Ir I / PORT 6.763. s.. ,,, �' �- �� rI rrONE FF EL =38 00 a w I // +el I +° JI i NLANEYPLATEMENT �� d Nz , tiIo _ t~i1�L -� v1 r°ZI - 2+00 T - -_- ._ 11, +03.8 - - - - _ _ _ _ - - GOLF -8- VC, S- _ _ 4_�7 - - 50.01' 50.01' ,o 5 60_01_' - -° N0092'14 "W - 303.85' I 15' TR�E RESERVATION 10' SAN�{TARY EASEMENT ' EASEMENT I I I J I I I r, COTRAC(((�0 LOCATE AND EX NO EX. 8" SS STUB 0 LR H T NEW 48" SSMH. o��oe WAs STA 3 +00, CTR -- 48" SSMH – TYPE-{ z RIM EL-375!b 375.30' INV EL= 365.90 MATCH INV OF EXTENDED 8" STUB 9470 "AS- BUILT" NOTE: L "AS- BUILT" IS BASED ON AN ACTUAL FILE9,SURVEY PERFORMED BY TOUMA ENGINEERS AND LAND SURVEYORS AND INFORMATION SUPPLIED BY THE CONTRACTOR. THE "AS- BUILT" INFORMATION ARE NOTED BY HAND ON THE ORIGINAL MYLAR. 390 380 _n�rC a STA- G' GTR _ -_ _ vino? _.. ��� pulp_. -_ W_ - - 370 -- _ -.. - 370 R=3663 14 =0+56. GTR- - - -. .. SS- PVC -S_- SrOW4 - - _ - - -- - _:-SSMH -TYPE f - _ - __ _.. -- -- _- _ CTR .... __ _.. - _._ L- 98'3:5.@ 383.59, _ -.- -_. -. -__ -- - -- + , SSMH — TYPE I -- - - -- ---- -_ _ -__ - - -- -ft =37! :18 =$" 374.70'._ -_ _ _. _ _ _ -._ _._ __ __ - -- --.. -._. -- - RIM EL -"-o715* 375.30' DATUM etev KV fL -5�z -6° 374:86' - - - INV EL- 365.90 sso.00 1 MATCH INV OF EXTENDED ° ^ N SCALE: HORIZ 1 " =20' °' a ° n n n VERT 1 " =10' RECOMMENDED FOR APPROVAL 0 +00 1 +00 2+00 3 +00 NOTE. By— DATE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY SS EASMENT PROFILE BY DATE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- BY DATE GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN BY DATE HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. BY DATE CALL BEFORE YOU DIG: 1- 800 - 424 -5555 (/) u cn ct n m z u v a Q �8 ca OS l y 1 N F H y STA 0 +96, CTR J 48" SSMH -TYPE I RIM EL= 383-50± 383.59' INV EL= 376.119 --8" 374.70' INV EL= 395.27 =6" 374.86' 390 380 STA 3 +00, 4'RT RELOCATE SIGN 3 I I I I I I I GRAPHIC SCALE 20 0 10 20 ra w IN ___________ ___ ( FEET ) m me F---- 20—Tt. 381 ttl___ stn II EEN AVE NE II 3+ 0 4 GO o 50040 01 E ¢57.47'(CALC) N' _ 5 +00 1 5 +60 72 - - r � w y_ �— 1 _ r + � w T� � N , ' • ,�,� r ,rl,� 1 I,T I rrrr rrrr r.'., r r n 2:79.31'W I,. , •, ,,,, r,,, r,•ff, I,If,,, ' Ili__ ------------ 1111 „dr �,,,�• � ��� A I 54.87' 5 .01' 50. 1' _ \\` %I — — r 5 SANITARY SEWER r — – – – – – – j - -�I o° ACCESS EASEMENT i If /r — — — — — i EX/ HOU E I > u.i I / 1,351 s .ft. 1_ - 40X52 PAD 1 -LIP- -4-0--X 0 PAD 40 2 PAD ____. -_.. .. W LOT i �f ,� - -._r I� ACCESS ROAD CE _ LOT 4 Jam• �I- 5,774. s.f__�i rn, LOT 6 I T N %? FF EL= 382.00 II " ;� - _ - Ib1q FF EL =380.00 1 •rn +Y 5770 sf ° a °JI s. �OVERED LOT �M / FF-Et -3800 I� NM Ir I / PORT 6.763. s.. ,,, �' �- �� rI rrONE FF EL =38 00 a w I // +el I +° JI i NLANEYPLATEMENT �� d Nz , tiIo _ t~i1�L -� v1 r°ZI - 2+00 T - -_- ._ 11, +03.8 - - - - _ _ _ _ - - GOLF -8- VC, S- _ _ 4_�7 - - 50.01' 50.01' ,o 5 60_01_' - -° N0092'14 "W - 303.85' I 15' TR�E RESERVATION 10' SAN�{TARY EASEMENT ' EASEMENT I I I J I I I r, COTRAC(((�0 LOCATE AND EX NO EX. 8" SS STUB 0 LR H T NEW 48" SSMH. o��oe WAs STA 3 +00, CTR -- 48" SSMH – TYPE-{ z RIM EL-375!b 375.30' INV EL= 365.90 MATCH INV OF EXTENDED 8" STUB 9470 "AS- BUILT" NOTE: L "AS- BUILT" IS BASED ON AN ACTUAL FILE9,SURVEY PERFORMED BY TOUMA ENGINEERS AND LAND SURVEYORS AND INFORMATION SUPPLIED BY THE CONTRACTOR. THE "AS- BUILT" INFORMATION ARE NOTED BY HAND ON THE ORIGINAL MYLAR. 390 380 _n�rC a STA- G' GTR _ -_ _ vino? _.. ��� pulp_. -_ W_ - - 370 -- _ -.. - 370 R=3663 14 =0+56. GTR- - - -. .. SS- PVC -S_- SrOW4 - - _ - - -- - _:-SSMH -TYPE f - _ - __ _.. -- -- _- _ CTR .... __ _.. - _._ L- 98'3:5.@ 383.59, _ -.- -_. -. -__ -- - -- + , SSMH — TYPE I -- - - -- ---- -_ _ -__ - - -- -ft =37! :18 =$" 374.70'._ -_ _ _. _ _ _ -._ _._ __ __ - -- --.. -._. -- - RIM EL -"-o715* 375.30' DATUM etev KV fL -5�z -6° 374:86' - - - INV EL- 365.90 sso.00 1 MATCH INV OF EXTENDED ° ^ N SCALE: HORIZ 1 " =20' °' a ° n n n VERT 1 " =10' RECOMMENDED FOR APPROVAL 0 +00 1 +00 2+00 3 +00 NOTE. By— DATE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY SS EASMENT PROFILE BY DATE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- BY DATE GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN BY DATE HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. BY DATE CALL BEFORE YOU DIG: 1- 800 - 424 -5555 (/) u cn ct n m z u v Q Q �8 allay OS l y 1 N F H y a N II Z �L CL Lu Ld O V ! 5 FQ- ` Z y A m z u v ''mrn n 0 allay O c� 1 H y W