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Home My WebLink AboutS-2851019 s k 8 r �s CATCH 845/N RIM E =469.30' o N -G - -- -- ;III 3) SEE SHEET C4.3 FOR SCHEDULE OF STRUCTURES (BOTH STORM AND - - -- r/ HAZEN HM SC 400L SANITARY), AND GENERAL CONSTRUCTION NOTES, I I - -w- - - FIN /SHED FLOOR 4) SANITARY SEWER PIPE TO BE PVC do A SLOPE OF 2.OX MUST BE MAINTAINED I�j 3 EX. CATCH 3aS:N RIM £L =472.70' i ALONG THE ENTIRE PIPE RUN. - - -w- - - -w - EX. SANITARY SEWER MH RlM £L= 471.17' � O; `z-,- EX. CATCH 645 /N RIM E'L 469.71' 'ice X - ❑� -- X - EX. CATCH BlS/A� C /E 6 PVC NE =468.5' lE 4' PVC SE =4682' 4 RIM EL =4&9.56' F/E Z ✓�- ._-- �,- 4' PVC SE =468.0' -�i� II If 4' METAL SW =468.0' p RIM EL =472.37' 18' PVC N MUD IN F, 6) SEE SHEET C5.0 NUMBER 4, FOR DRAWING LEDGEND. /E 12' CONC N =470.4' z A - - I fX. STORM DRAIN A14NH01£- IF 12" CONC S = 469.8' /✓ ✓ RIM EL-470. 10 IF 8' NE CANC INACCESSIBLE CONC SW =454.7' og II IF 8' R PLACE IE - 467.5 EX. G1TCH 84SIN RIM EL= 465.88' RIM EL= 470.50' IF 18" CONC N = 467.0' N t /LFi4AO 26, /E 18' CONC N 466.1' IF 18' CONC S= 466.1 ' _ ! 18' CONC N = 461.2' 62.7' IF 18' CONC S = 467.2' CIO 0 � EX. EL-470.2J SEWER Al4WlOL.E j SEE SHEEP C4.6 FOR lE 8" RED CLAY E =459.8' 1,r - RED LA /E 8' RED CLAY W =459.6' COINCIDE WITH NEW DRIVE ENTRANCE CONNECTION TO WD -90 AND INSTALLATION OF LINE UMITY PLAN &ri DATE Ij--L••• tiv EX. S70RM DRAW M4AW0iE �IIF SCAI�1••40.0- 10' TYRE T E - 459.1' N d /E 8' METAL SE 10° METAL W d By AMIA DATE If x EXPIP II EX. CATCH BASIN RIM EL =469.74' IF 4' METAL GIPPED N =467.8' 7G . .�I lC •I{ If 4' P S =467.4' V I �\ �O \\ 10' WATER MAIN SEE SHEETS C4.1 & C4.2 I � ✓ I 3 I I 3 I O RIM E'=47a�'14V �" IF 6' PVC E -472. ® I I N a =473.241 i e I /£ 6; PVC £ =471.7' !E 6 PVC W =471.7' EX CA EL 4"6977 _ I I If 4' PVC N =467.6' I 3 - . i I /E 6PfPVC S -46B67 - �� £x. GarcH aASiN � II R/U EL- 471.68 /£ 6' PVC N EL =469,0 /E 6' PVCC E -469.0 /£ 6' PVC S =469.0' 4 IF 4' PVC £ =469.1' fffj ffi _ I I CONNECT TO VERTICAL PIPE I 3 EX. CArcH 845 /fJ RIM EL =473.32 Y e i /E 6° PVC N =471.7' p IE 6" P E =471.6' VC r I If 6 PVC E CATCH '14 r 0 EX. CA IE 6' PVC W =471.5' RM EL- 471.80' I rCH BAS /N IE 6' CMP £ =470.3' I I r 1 EL =472.43' IE 6' CUP W - 470.3' I i \ 6' CMP SE =471.3' I IML 471.05 6° CMP E =471.3' .I IF 4 BCP NE =469.4' /E 6' PVC E =469.6' 3 III � D2 ' I i RAISE RIM 6" 4TC%+ ggA4SS��N TO MEET FINSHED t 714.,Lg=�42I 0470 `I I I GRADE. REPLACE GRATE 1 BgB�CC ��g I W/ SOLID LID. CONNECT 6° CNP W =4707' D1 I I i NEW 8- STORM DRAINS, l II I I MUD IN PLACE - Ix I 1 II I l II II I /1! ✓1LLL11%L111 II I ❑; L i T✓rT�r v II I i I Li L T/7T�1/T� LJ PATCH TRENCH SECTION W/_ ASPHALT TO MATCH EXISTING (� SEE SHEET C4.1 �\ - __._ . -_- _ ..___.. / FOR FIRE HYDRANT �, ❑ Pi ❑ 3--� INSTALLATION f 1 O < - F - - - -\ - -- / r�TTT /TT /TTTTT / /T % /T / /T % %TTi KEN' PLAN' - -- ------------------------- ._ �.� i �I i ® I i I NOTE: 1) SEE SHEETS 04.1 THROUGH C4.6 FOR ADDITIONAL UNDERGROUND UTILITY INSTALLATION. 2) SEE SHEET ESOA FOR ADDITIONAL SITE UTILITIES INCLUDING BUT NOT LIMITED TO TRANSFORMER WMINAIRES AND GENERATOR I I �I S2 3 CATCH 845/N RIM E =469.30' 10" WATER �IPJN i SEE SHEETSII, -G - -- -- -G -- - -- 3) SEE SHEET C4.3 FOR SCHEDULE OF STRUCTURES (BOTH STORM AND - - -- r/ HAZEN HM SC 400L SANITARY), AND GENERAL CONSTRUCTION NOTES, I I - -w- - - FIN /SHED FLOOR 4) SANITARY SEWER PIPE TO BE PVC do A SLOPE OF 2.OX MUST BE MAINTAINED I�j 3 EX. CATCH 3aS:N RIM £L =472.70' ELEVATION =4720' ALONG THE ENTIRE PIPE RUN. - - -w- - - -w - EX. SANITARY SEWER MH RlM £L= 471.17' 5) STORM DRAINAGE PIPE TO BE HDPE UNLESS OTHERWISE CALLED OUT. EX. CATCH 645 /N RIM E'L 469.71' - If = 466.64 (RECD VERIFY) MINIMUM SLOPE OF 0.5X SHALL BE MAINTAINED. SEE SCHEDULE FOR INVERTS /E 6 PVC NE =468.5' lE 4' PVC SE =4682' £X. CATCH B4S/N EX. CATCH 345IN J AND LENGTHS OF PIPE. I ✓ RIM EL =472.37' 18' PVC N MUD IN IE 6° CONC NW =468.�i5' /E 6 PVC SW =4644 6) SEE SHEET C5.0 NUMBER 4, FOR DRAWING LEDGEND. /E 12' CONC N =470.4' V ' - 4 PERF- PIPE AROUND ELEVATOR FOOTING IE = 461 5 FF = 468.00 IF 12" CONC S = 469.8' /✓ ✓ I I �I S2 3 o 1 AMMO ROIL # 168 � ! 025 D 2 AD )3D5 015 �J CONNECT 4' PERF. D6 PIPE FOUNDATION 076 6� DRAIN TO V- El 4' STORM DRAIN FF ^472.00 1D13\, ✓// r�/ / (._ 1/ 017 I l 10" WATER �IPJN i SEE SHEETSII, -G - -- -- -G -- - -- - - - -- - - -- 4.7 & C4. CONNECT 10 & 12 - -w- - - w - - - _w_ - - _w - -- - - ---- -- -- -w_ _T -- w _ - -_ - EX. CATCH 3aS:N RIM £L =472.70' EX. CATCH 34S1N TYPE / C - - -w- - - -w - Z /E 12° CONC N =469.6' d RIM £L =472.26' EX. CATCH 645 /N RIM E'L 469.71' - - -- - -- l£ 12' CONC S =469.4' s IE 6' CUP W =470.2' 41 /E 1?' CANC S =470.4' /E 6 PVC NE =468.5' lE 4' PVC SE =4682' £X. CATCH B4S/N EX. CATCH 345IN J /£ 6° CMP NW - 470.4' REPLACE 12' N W 0 - EX. CA TCH 34S /N RIM fL 470.27' RIM EL =470.20' IF 18' CONC N = 467.3' RIM EL =472.37' 18' PVC N MUD IN IE 6° CONC NW =468.�i5' /E 6 PVC SW =4644 /E 4 PVC W /E 12' CONC N =470.4' PLACE IE - 470.40 REPLACE 18' S IfV� IF 12" CONC S = 469.8' N 185188.44' -- -w - - -- �-w - 18' PVC S MUD IN E 131486.44' CONNECT 10' PLACE IE - 467.5 EX. G1TCH 84SIN RIM EL= 465.88' RIM EL= 470.50' IF 18" CONC N = 467.0' N t /LFi4AO 26, o 1 AMMO ROIL # 168 � ! 025 D 2 AD )3D5 015 �J CONNECT 4' PERF. D6 PIPE FOUNDATION 076 6� DRAIN TO V- El 4' STORM DRAIN FF ^472.00 1D13\, ✓// r�/ / (._ 1/ 017 I l ®� S4:�wIi ®�► i ;I I` I w � Ir i SEE SHEET C4.1 ' 7 FOR FIRE HYDRANT 4� INSTALLATION f I 6 e / I 777 / /TTT / ✓ ✓ %T� /TITTT //f __ - EX. STORM IN MANHOLE /I - j INACCESSIBLE LYINC 1 029 UNDER EXDT3RQDE0 CURB I %11LLL /_UL 11LL/_1.1L_ Ll1 //1. � I � I -6s =S0 I I 022 - D23 .� 12" STORM DRAIN INVERT FLUSH --WITH 024 --RIP RAP -.EA 1 MIY 10" WATER �IPJN i SEE SHEETSII, 4.7 & C4. CONNECT 10 & 12 STORM DRAINS, AT,----- T D32 °OIFAHOV�EX'IRVEtiT - - - - - -w- - - w- - - -w- - - -w - -w� REPLACE EX. TYPE 1 - - -- - -- jF - - - -- - - -- -- -- -G - i D9 D11 IE 18" CONC W = 454.6' 035 1)33 -I- E 1314634.74' D34 CATCH RIM E = 342/' -w - - -w -- - w- - -- w- -- -w - - -- �-w - -w w r -w- EX. CATCH 345 /N TYPE / CONNECT 10' EX. CATCH SAS /N RIM EL= 468.80' EX. G1TCH 84SIN RIM EL= 465.88' RIM EL= 470.50' IF 18" CONC N = 467.0' STORM DRAIN, AT IE = 467.2' /E 18' CONC N 466.1' IF 18' CONC S= 466.1 ' _ ! 18' CONC N = 461.2' 62.7' IF 18' CONC S = 467.2' MUD IN PLACE RESET RIM TO APPFAMD SEE SHEEP C4.6 FOR N 185553'08' E 1314635.79' COINCIDE WITH NEW DRIVE ENTRANCE CONNECTION TO WD -90 AND INSTALLATION OF LINE UMITY PLAN &ri DATE Ij--L••• tiv O� SCAI�1••40.0- - ® APPIRAWED - NORTH By AMIA DATE EXPIP ®� S4:�wIi ®�► i ;I I` I w � Ir i SEE SHEET C4.1 ' 7 FOR FIRE HYDRANT 4� INSTALLATION f I 6 e / I 777 / /TTT / ✓ ✓ %T� /TITTT //f __ - EX. STORM IN MANHOLE /I - j INACCESSIBLE LYINC 1 029 UNDER EXDT3RQDE0 CURB I %11LLL /_UL 11LL/_1.1L_ Ll1 //1. � I � I -6s =S0 I I 022 - D23 .� 12" STORM DRAIN INVERT FLUSH --WITH 024 --RIP RAP -.EA 1 MIY CONNECT 10 & 12 STORM DRAINS, AT,----- T D32 °OIFAHOV�EX'IRVEtiT - - - - - -w- - - w- - - -w- - - -w - -w� REPLACE EX. TYPE 1 WITH TYPE 2 CB 48 "0 RIM EL= 457.72' MAINTAIN EX. INVERT /E 18" CONC N = 454.7' ELEVATIONS l£ 18" CONC S = 455.0' N 186158.25' IE 18" CONC W = 454.6' E 1314634.74' CATCH RIM E = 342/' IE 6" CONC NE = 454.63' SCANNED OCT 4 2000 G__*);,e- 2PlY*0- c 5T. 21Ps /o/ 13/23 ocs'