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HomeMy WebLinkAbout0959.95.6- Slo. 17.36.1 "8" N `� @09. 46- /'r _ 2 14 1 1 t E 6258.99 �, \ J / ,' ♦' �� • ; ,, - - - - - - - - = -- ------ -'' - -- _ t ` 1 ' -' - -� -.` 495 • 1 v / \ 36 LF OF 8" STUB - + - 11L- - -- --- - ^r ._ - - --... s _ - _ _' -�/, , i , / ,, .' , , / • ♦ -_r_ -T ;\ \1 ►`, 1 - -._. FIRE HYDRANT T - -- -' - - - ENTRANC._.. _ _.._... _ ..._. - HYDR ANT I E DAVE �� ,;� / F, I 8" GATE VALVE x 8" x 6., EE .._.. fA2E HYD �„ 7 / T r 6" GATE VALVE _- lr '-'-- .- L----- '-- -�- -�-- -' `L�-- J- --' - - -1 - ` +`,1`� -'' �-- _k--- - - - -_k_ xl 7 �,/ \ I `\ L / / ✓ /��,_ T ��1\3/1� / ',tp /�►1N yl 1 + , -- -- -- -%/---- ---.- - -- -- --x----- r tXif ti -X- -k -- ♦ , `\ rL ♦ ,�` ` � 1 ` ___.__--- �/ Y ` r � '� � ', /i 1 l' ' > �. = ►^ /� 1 1 , 1 ' ,'\ � PvC M f J, FOR CONTINUATION SEE ,BELOW Sto. '10-00.00 "B" :� ` " r \ ` , - FIRE NYDRANr , / v v y r i t.� , / j , / 1 \ ,' `�.♦ .�. _1 " ' ' r • ' "X ; 7 P.\ �I�e�♦ 1 � r.• %/' I If Ab ♦ - / Sto. 11.52.77 "8" ' + ` - - / O . , YY t , / 1 ; t C ♦ ,� _. R `\ \ 1 \I) 1� E 7015.94 �..r/...__.._._,''.... - . ` ► / + '~ ! Sta. 10.00.00 ! i o 1 - - _ / _ 755 j - _ N 020.0 , ,' \ \.� l / ' I ,. E 9899.0¢ ''''� ► , \ ,' ( o \ I I / Sta�11.19.89 ..A.. _ / .- t - -- 77• ' r _ - -- \ - / Sta. 13. 3.69 , S � ` 8s 1 ' / /!_`- �' ?, v3i1 �, E 67 2 ` 6 .'. N 5025. I6 - /.... - ► �; _ _ 1 ' ,� ` 1 E 5499.09 ` -121_ - - - - ,' / i 1' ,' ,`, , `♦ ` -__, ( ,' �r `i ` 1 ♦ ' i' `�, 0.V _ i �� ♦ ` ` - i (t ART PATH Slo. "A" CLEAN O UT J ��_ , / /, 1 149.73 lF / �, ~' �\ , / TR OR PAD 6 ���0� NOTE SATE Y VE �1 x 12" x 8" TEE J - _ - - - - - - - - - - - �- - - Fl e MY `' ,1 ', W ? . / `. - - \I \�` } ` `\ ' / - `♦ ` _ �., , -+ - , J CLUBHOUSE KITCHEN ' / �' 8" WATER - _ - , 8 GATE VALVE x 6" TEE ' -/ - - _1_ y 1 , _ ,' / �♦ f� - WASTE SHALL BE oUTED r ► /� / ✓ f w - -- _ - x 8" I r.6.. GATE VALVE 8., WATER 6" GATE VALVE ' , V / 750- -`' \ - + / , - - - - " - - - - 45 DEG •,,,,t\ VE , � , + \, / , , •t�,♦ ' f '� /G THROUGH GREASE TRAP. t6 HYDRANT ; _ t / '� - - -- t 1 w `:::,� .•, ' 'r {/ : i Iz t7 i r r t 4672.84 , 1 - -/ / CLUBHOUSE _ Se ordrfww p /o3 E 6755. 5ffl , ' ' N 4696. 55 S I I 1 ! _ 1 - _ _ _' ` ?'. . '/� _ - /- ► ` , 1 ; 7 , , I \� t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f fi -�- E 665 .22 3, ,� , I. /C t l , ` / SSORISR jj� - - �./ - ` CLEAN r ! f it ,rr y I T l i t, I 1 % - - - - - - - - - - - - - - EX. 20' GAS LM1E EAS MENT PER INSTR. NO.95 -48321 J / / , / \ �� ' , I,k, - - - - - -- - - - - ------------ ---- -- -- - - ---- - ----- --- _- -- -- �---- - - - - -- ," _ .c__- / -. ', % 1 ' 1 •` _ ,'' ' '',� Pond ,rl - - - - - --- ---- - - 1 , T 1 y �� / , - ,- PROPOSED 25' Sr1NitARY SEWER EA, MEN -!� ; i ' ' p �: " < 'I ormol Pool E1.7,'45 _ fE Y VE /1-1,J/ 1 - 1_ Bottom El. l !J l \ ` i / j / ♦ y , ,... 4 .,. -. •Y�.r. '7,. .• _ - ....__.. , -.r _. _ .. .. .._... 2.r\y / 1 -i !, - / /� ♦ �\, \ \� +A�1 - __ .. 6" GATE 1 �3�rE $�reeE ----- - - - - -. - 1 I ♦' \, / r \ - ►- ->� - - Ex�S` Rr9P -PER -1N6i0F fiOAD ilWf = _ -- - - - - - - - -- -- - - --- - - - -- FIRE HYDRANT ", i inl 6" GATE VALVES �''-1 lb Ax PROPOSED 12" WATER ►ANN 51 '• ; i • + -...I \` 5' FROM PAVEMENT EDGE (TYP) I` ` X CONNECT TO EXISTING WATER ft ' X 'I ' ' ^ ' ' / , N INTERSECTION _ - r \ / , - - -r 6" WATER SERVICE INE ,' ,, , �' ,' r' NOTE: SEE PLAN AND PROFILES FOR SANITARY SEWER AUGNMENT BEYO D , I , - ` , N 4519 �9 - -250. - - E 684 8 T �/ ` / � ,' N ' / ' it ' ' ' 6.10 ` \ 1 r ,\ 1 - - T ' , '! FIR HYDRANT '1 , OATCN /B,ASW (�'I f HERS) ' / Slo. 26 4' "A" s ' ` ♦ '� _ - - " • - _ i _ _ _ E D r � ° , ~ ► f ' ^ N 4 75.50 _J_ , _ / • ,, j ` ` -` LEGEND `�i _ 9 - - ' 1 I \\ i\ \ r ' r J ♦ E 8 4 4.99 , / T `t ' PROPOSED GENERAL NOTES. ' 1 ' % �� t4 lFrt)F 24rr' v ► tL -r '1' Y rr + 1 /i / / ,, 1 EXISTING ; a. NI \ �'- -� >. ' f 1 �► � �� `% �,� �� ,. 1. SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION DETAILS. i �• \ , 'r ,+ - t , _ -- - - -' - - - STORM SEWER JAL F BUILLaING DETAILS. N 4436. 18 rl I ., 1 ^ - 1 LF Of �" PVC - - - -- - - - 2. SEE ARCHITECTI PUNS OR 6 > 1 < ; 540. 27 84.03 A l� yc/ E 6653.44 - - - - - - - SANITARY SEWER 3. FOIR PROFILES SEE SHEETS 5 T , < I � ' ,'\ ti ),•`\ 1 i Ij j ✓�, ,. . . `' � +ryr, t i 'err r'� i •' < ^ MANHOLE <' It - V - 4. THE UPSTREAM SANITARY CLEANOUTS OF EACH ' ��`' 1 ' y / t BUILDrNG WILL HAVE a MINIMUM OF 3 FEET OF COVER ' ns I'" ++ ' v� ` - - ' / + / INLET FROM THE TOP OF PIPE TO THE TO THE ' I ° o r - _ - ¢ ' ` < sue, , N 4454.54 ' . F > E 7021.$7 to\ 1 %Qy /' \ ► -- s'�'' ' END SECTION FINISH FLOOR. , KNOWN UTILITY LOCATIONS SHOW ' < ( ' �\ ' t • ' - \ STRUCTURE N0. (STORM) 5. ALL MARE li;' /.! �� APPROXIMATE. /T IS THE CONTRACTORS RESPONS181LITY T i� TO CONTACT ALL AFFECTED UTILITIES AND THE - \ _ - ^ O N TtaRr) (SA I STRUCTURE NO. LOCAL UTILITIES PROTECTION SERVICE PRIOR r T TO EXCAVATION. - _ 1 i ' ! /' N• \ ` ,1 I + /' ` 1 - /' - xi _ - -s _ . . w _ _ WATER LINE w ) _ NOT SCALE FROM THESE PLANS FOR N 4400.33 , I J r ,' � \ , i _ r LATERAL E 672.90 SURVEY FIELD LOCATIONS. TO THE �< � �' 1 +� ' �' MAIN F M MASTER COORDINATE SHEET FOR THE MOST Is FORCE RECEN• T LOCATIONS AND COORDINATES. FIRE AIR PRESSURE � rr' I ' ._� "- RELEASE VALVE I 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING �� 1 ALL PERMIT ISSUING AGENCIES WITHIN THE TIME FRAME ' I ' ` HOSE BIB © - �• ) /� � '' .' ';' ' ' SPECIFIED W THAT AGENCY PRIOR TO BEGGiNNING / DOUBLE WATER CONSTRUCTION. '` SERVICE CONNECI" G I(3N IJ METER PIT ' ,I t, I �,, a ALL POINTS OF CONNECTION OF PROPOSED SANITARY AND STORM 1 ! I �`� ' 6" WATER SERVICE LINE/ SEWERS TO EXISTING SYSTEMS MUST BE VERIFIED FROM a KNOWN _ - :wZ WATER VALVE ►, - I i 1 BENCH MARK VERTICALLY AND HORIZONTALLY BEFORE START OF ` • ' / • /, ' ' , PLANS MUST BE ` • t` ' , 48" DU► 6' �EEP I,RNJDER PUMP 9ASN ` • • "/� ',; �' Q FIRE HYDRANT flt ANY CONSTRUCTION. ANY CONFLICT WITH THE LAN REPORTED IMMEDIATELI'. i i ! PARKiNG L ► L ` 1 1 r A 1 BACK }LOW PgVENTER REO'D AT BULOING I LATERAL` i. > I I I 1 ; , CL AN OUT MAINTENANCE 'I \ Slam SC'W'CC Slruclures ' `' ,' �I GLEAN OUT s� �' J BENCHMARK: "95 RHP 752 1951' - A USGS DISK SET IN CONCRETE 1 Sfrm*ge NuRY,er Strove irm CotcA Will IMelhoatWvaedil R -4342 2 Ertl Sedt,n N/A J C4(Ch Wn R -4342 4 E/d Wk)n MIA S Cdd18osfn R -4342 6 C, P4SIn R-4342 r N 5 4.44 End Wk,, MIA B E�f Sedfc» 13 E 6 45 9 End Sedlan ,'' 10 Cd ch Own End Smtkrt R-042 tt NIA ► / ` E 5899.06 \ Sto. 16.52.86 "8" _ _- _.. _ 1 17• 5 ' . ` ' , > '� Sto. 21.05.29 A{' - Slo. 17.36.1 "8" N `� @09. 46- /'r _ 2 14 1 1 t E 6258.99 �, \ J / ,' ♦' �� • ; ,, - - - - - - - - = -- ------ -'' - -- _ t ` 1 ' -' - -� -.` 495 • 1 v / \ 36 LF OF 8" STUB - + - 11L- - -- --- - ^r ._ - - --... s _ - _ _' -�/, , i , / ,, .' , , / • ♦ -_r_ -T ;\ \1 ►`, 1 - -._. FIRE HYDRANT T - -- -' - - - ENTRANC._.. _ _.._... _ ..._. - HYDR ANT I E DAVE �� ,;� / F, I 8" GATE VALVE x 8" x 6., EE .._.. fA2E HYD �„ 7 / T r 6" GATE VALVE _- lr '-'-- .- L----- '-- -�- -�-- -' `L�-- J- --' - - -1 - ` +`,1`� -'' �-- _k--- - - - -_k_ xl 7 �,/ \ I `\ L / / ✓ /��,_ T ��1\3/1� / ',tp /�►1N yl 1 + , -- -- -- -%/---- ---.- - -- -- --x----- r tXif ti -X- -k -- ♦ , `\ rL ♦ ,�` ` � 1 ` ___.__--- �/ Y ` r � '� � ', /i 1 l' ' > �. = ►^ /� 1 1 , 1 ' ,'\ � PvC M f J, FOR CONTINUATION SEE ,BELOW Sto. '10-00.00 "B" :� ` " r \ ` , - FIRE NYDRANr , / v v y r i t.� , / j , / 1 \ ,' `�.♦ .�. _1 " ' ' r • ' "X ; 7 P.\ �I�e�♦ 1 � r.• %/' I If Ab ♦ - / Sto. 11.52.77 "8" ' + ` - - / O . , YY t , / 1 ; t C ♦ ,� _. R `\ \ 1 \I) 1� E 7015.94 �..r/...__.._._,''.... - . ` ► / + '~ ! Sta. 10.00.00 ! i o 1 - - _ / _ 755 j - _ N 020.0 , ,' \ \.� l / ' I ,. E 9899.0¢ ''''� ► , \ ,' ( o \ I I / Sta�11.19.89 ..A.. _ / .- t - -- 77• ' r _ - -- \ - / Sta. 13. 3.69 , S � ` 8s 1 ' / /!_`- �' ?, v3i1 �, E 67 2 ` 6 .'. N 5025. I6 - /.... - ► �; _ _ 1 ' ,� ` 1 E 5499.09 ` -121_ - - - - ,' / i 1' ,' ,`, , `♦ ` -__, ( ,' �r `i ` 1 ♦ ' i' `�, 0.V _ i �� ♦ ` ` - i (t ART PATH Slo. "A" CLEAN O UT J ��_ , / /, 1 149.73 lF / �, ~' �\ , / TR OR PAD 6 ���0� NOTE SATE Y VE �1 x 12" x 8" TEE J - _ - - - - - - - - - - - �- - - Fl e MY `' ,1 ', W ? . / `. - - \I \�` } ` `\ ' / - `♦ ` _ �., , -+ - , J CLUBHOUSE KITCHEN ' / �' 8" WATER - _ - , 8 GATE VALVE x 6" TEE ' -/ - - _1_ y 1 , _ ,' / �♦ f� - WASTE SHALL BE oUTED r ► /� / ✓ f w - -- _ - x 8" I r.6.. GATE VALVE 8., WATER 6" GATE VALVE ' , V / 750- -`' \ - + / , - - - - " - - - - 45 DEG •,,,,t\ VE , � , + \, / , , •t�,♦ ' f '� /G THROUGH GREASE TRAP. t6 HYDRANT ; _ t / '� - - -- t 1 w `:::,� .•, ' 'r {/ : i Iz t7 i r r t 4672.84 , 1 - -/ / CLUBHOUSE _ Se ordrfww p /o3 E 6755. 5ffl , ' ' N 4696. 55 S I I 1 ! _ 1 - _ _ _' ` ?'. . '/� _ - /- ► ` , 1 ; 7 , , I \� t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f fi -�- E 665 .22 3, ,� , I. /C t l , ` / SSORISR jj� - - �./ - ` CLEAN r ! f it ,rr y I T l i t, I 1 % - - - - - - - - - - - - - - EX. 20' GAS LM1E EAS MENT PER INSTR. NO.95 -48321 J / / , / \ �� ' , I,k, - - - - - -- - - - - ------------ ---- -- -- - - ---- - ----- --- _- -- -- �---- - - - - -- ," _ .c__- / -. ', % 1 ' 1 •` _ ,'' ' '',� Pond ,rl - - - - - --- ---- - - 1 , T 1 y �� / , - ,- PROPOSED 25' Sr1NitARY SEWER EA, MEN -!� ; i ' ' p �: " < 'I ormol Pool E1.7,'45 _ fE Y VE /1-1,J/ 1 - 1_ Bottom El. l !J l \ ` i / j / ♦ y , ,... 4 .,. -. •Y�.r. '7,. .• _ - ....__.. , -.r _. _ .. .. .._... 2.r\y / 1 -i !, - / /� ♦ �\, \ \� +A�1 - __ .. 6" GATE 1 �3�rE $�reeE ----- - - - - -. - 1 I ♦' \, / r \ - ►- ->� - - Ex�S` Rr9P -PER -1N6i0F fiOAD ilWf = _ -- - - - - - - - -- -- - - --- - - - -- FIRE HYDRANT ", i inl 6" GATE VALVES �''-1 lb Ax PROPOSED 12" WATER ►ANN 51 '• ; i • + -...I \` 5' FROM PAVEMENT EDGE (TYP) I` ` X CONNECT TO EXISTING WATER ft ' X 'I ' ' ^ ' ' / , N INTERSECTION _ - r \ / , - - -r 6" WATER SERVICE INE ,' ,, , �' ,' r' NOTE: SEE PLAN AND PROFILES FOR SANITARY SEWER AUGNMENT BEYO D , I , - ` , N 4519 �9 - -250. - - E 684 8 T �/ ` / � ,' N ' / ' it ' ' ' 6.10 ` \ 1 r ,\ 1 - - T ' , '! FIR HYDRANT '1 , OATCN /B,ASW (�'I f HERS) ' / Slo. 26 4' "A" s ' ` ♦ '� _ - - " • - _ i _ _ _ E D r � ° , ~ ► f ' ^ N 4 75.50 _J_ , _ / • ,, j ` ` -` LEGEND `�i _ 9 - - ' 1 I \\ i\ \ r ' r J ♦ E 8 4 4.99 , / T `t ' PROPOSED GENERAL NOTES. ' 1 ' % �� t4 lFrt)F 24rr' v ► tL -r '1' Y rr + 1 /i / / ,, 1 EXISTING ; a. NI \ �'- -� >. ' f 1 �► � �� `% �,� �� ,. 1. SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION DETAILS. i �• \ , 'r ,+ - t , _ -- - - -' - - - STORM SEWER JAL F BUILLaING DETAILS. N 4436. 18 rl I ., 1 ^ - 1 LF Of �" PVC - - - -- - - - 2. SEE ARCHITECTI PUNS OR 6 > 1 < ; 540. 27 84.03 A l� yc/ E 6653.44 - - - - - - - SANITARY SEWER 3. FOIR PROFILES SEE SHEETS 5 T , < I � ' ,'\ ti ),•`\ 1 i Ij j ✓�, ,. . . `' � +ryr, t i 'err r'� i •' < ^ MANHOLE <' It - V - 4. THE UPSTREAM SANITARY CLEANOUTS OF EACH ' ��`' 1 ' y / t BUILDrNG WILL HAVE a MINIMUM OF 3 FEET OF COVER ' ns I'" ++ ' v� ` - - ' / + / INLET FROM THE TOP OF PIPE TO THE TO THE ' I ° o r - _ - ¢ ' ` < sue, , N 4454.54 ' . F > E 7021.$7 to\ 1 %Qy /' \ ► -- s'�'' ' END SECTION FINISH FLOOR. , KNOWN UTILITY LOCATIONS SHOW ' < ( ' �\ ' t • ' - \ STRUCTURE N0. (STORM) 5. ALL MARE li;' /.! �� APPROXIMATE. /T IS THE CONTRACTORS RESPONS181LITY T i� TO CONTACT ALL AFFECTED UTILITIES AND THE - \ _ - ^ O N TtaRr) (SA I STRUCTURE NO. LOCAL UTILITIES PROTECTION SERVICE PRIOR r T TO EXCAVATION. - _ 1 i ' ! /' N• \ ` ,1 I + /' ` 1 - /' - xi _ - -s _ . . w _ _ WATER LINE w ) _ NOT SCALE FROM THESE PLANS FOR N 4400.33 , I J r ,' � \ , i _ r LATERAL E 672.90 SURVEY FIELD LOCATIONS. TO THE �< � �' 1 +� ' �' MAIN F M MASTER COORDINATE SHEET FOR THE MOST Is FORCE RECEN• T LOCATIONS AND COORDINATES. FIRE AIR PRESSURE � rr' I ' ._� "- RELEASE VALVE I 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING �� 1 ALL PERMIT ISSUING AGENCIES WITHIN THE TIME FRAME ' I ' ` HOSE BIB © - �• ) /� � '' .' ';' ' ' SPECIFIED W THAT AGENCY PRIOR TO BEGGiNNING / DOUBLE WATER CONSTRUCTION. '` SERVICE CONNECI" G I(3N IJ METER PIT ' ,I t, I �,, a ALL POINTS OF CONNECTION OF PROPOSED SANITARY AND STORM 1 ! I �`� ' 6" WATER SERVICE LINE/ SEWERS TO EXISTING SYSTEMS MUST BE VERIFIED FROM a KNOWN _ - :wZ WATER VALVE ►, - I i 1 BENCH MARK VERTICALLY AND HORIZONTALLY BEFORE START OF ` • ' / • /, ' ' , PLANS MUST BE ` • t` ' , 48" DU► 6' �EEP I,RNJDER PUMP 9ASN ` • • "/� ',; �' Q FIRE HYDRANT flt ANY CONSTRUCTION. ANY CONFLICT WITH THE LAN REPORTED IMMEDIATELI'. i i ! PARKiNG L ► L ` 1 1 r A 1 BACK }LOW PgVENTER REO'D AT BULOING I LATERAL` i. > I I I 1 ; , CL AN OUT MAINTENANCE 'I \ Slam SC'W'CC Slruclures ' `' ,' �I GLEAN OUT s� �' J BENCHMARK: "95 RHP 752 1951' - A USGS DISK SET IN CONCRETE 1 Sfrm*ge NuRY,er Strove irm CotcA Will IMelhoatWvaedil R -4342 2 Ertl Sedt,n N/A J C4(Ch Wn R -4342 4 E/d Wk)n MIA S Cdd18osfn R -4342 6 C, P4SIn R-4342 7 End Wk,, MIA B E�f Sedfc» NIA 9 End Sedlan MIA 10 Cd ch Own End Smtkrt R-042 tt NIA LOCATED 20' N •OF CENTERUNE OF 131ST ST AND 80'W OF GRAVEL DRIVE T HSE 6822 ELEVATION: 751.46 I Designed by, Revisions and Doles 07-17 -95 REVISIONS TO WATER PER CAR111 UTLITES. Drown byt 07 -26 -95 REPLACED LIFT STATION w/ GRAVITY SEWER. 9 = 950002 7 &55 =' ME awft 09 -12.95 MOVED STRUCTURE 10 (STORM) PER CONTRACTOR. + ;,, stAtE as ` - +r�� 3 09 -26-95 MOVED STRUCTURE 14 (SANTARY) PER CARMEL UTILITIES, Checked by � ' , * .- 41 y- k.,��•..•..�•�{,. _�■/W{1 1' !�, REVISED SIZE OF WATER SERVICE LNJES, ADDED PAVLLION 0175 ��' ff ONAL 317 0-M SERVICE U11LI1N:S. Approved by/ Nlllltllflilh� 317 MIMI FAX 0 50' 100' PRAIRIE VIEW CLUBHOUSE AREA DGN: 711U1.DGN