Loading...
HomeMy WebLinkAboutzS-2863SetA PORTION OF THE N.W. 1/4 OF SECTION 24 TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M. 0 Co 6' HIGH �C AR5 PROPERN) y OF FENCE (FENCE ppRNER OF 1.3' NORTHLhE \ 1W1 T R O pRppERN XPIRES: OCT. 11, 2000 M I PROPERTY 1 i W W B a OUTSIDE DROP 57 °2041, = 250.37,' CONNECTION R = 136.92 LE. AIL O SEE �`e T = 50.59 — / L 2 z DETAIL ON SHEET C7 � EX. S S.M.H. -� E. 8 19.49 W. \ s 1 .E. 8" 19.42 N.W. \ I.E. S° 19.45 0 z Lu CL W tw f .. j_.. .n n1: - .. Ar -•,r. >. , -., r .c i l4Y_' __ __- _. pp 1 S � - , S ti. B .r I h v - o STA 2 2 R IS _... S 4. o r 05- g TIM= 29.01 \ ��Q O OD 4:. F.M. 21.03 N W. 1O I - -, Uw f' Xx Z O o Cc LL Z� Qf O OK� j 1 / gR� NE R� v E R CAP (TYP) �� Q a ao N SET o Q W 00 i� °o + � SAt z _ ' , _50 Q I Vv LEGEND 20 2 = i iv !• ^;A _ 12" WATER MAIN Z U W " Lu 0 Q� Dj WATER MAIN TAP WITH THRUST BLOCK � w (n J y -- - -- -- _ �- - - - - S - m 46'� 48" SANITARY SEWER MANHOLE Vl� Q MW w 2-� - _� - — i 1- Z W _ _ — 27'01' 59,' j y SS 8" SANITARY SEWER MAIN ® Cc Z 3_ _ _ _ = 1034.8,5 — GZ _ s = =— I -- R _ 486.26' _ �S�L � Y� —� -� 6" SEWER CLEANOUT Q v o - r USE GL ST - 12" STORM MAIN WITH CATCH BASIN a METRO WATER RE- 'v jay (� 1 RETAINING WALL W/ HEIGHT (ROCKERY) 99078 METRO FORCE MAINS �� t i 6 MODULAR BLOCK WALL W/ HEIGHT (KEYSTONE) 2 _ 24^ PROJECT No. A� �j SJ TLR o NOTE: WATER METER DRAWN BY 0 / G� N�ZL PROVIDE 15' UTILITY EASEMENT OVER ONSITE p TRAFFIC ISLAND 06 -07 -00 ICA SEWERMAIN, CENTERED ON MAIN. ISSUE DATE GRAPHIC SCALE ASPHALT PAVEMENT SHO ET REVISION 20 0 10 YO 10 BO CHECKED FOR CWPUANCE RECOMMENDED 9978SSO1.DWG ( IN FEET ) TO CITY STANDARDS FOR APPROVAL I inch = 20 ft � .. , ,�lu. ✓T Date Y / x-0 0 SEE SHEET C11 FOR STANDARD SEWER NOTES, _ Date BY.��� °z ww�0.s� -,8d? ' SEE SHEET C7 FOR SEWER PROFILE. Date BY SCANNED OCT 42000 to RENSION6: STORM INLET LOCS, WAIL DRAPING, BEAM CIVIL E OINEE I O AND AND PER CITY COMMENT, 06- 21 -00, BMS P� IR^ NOINEC ®NO SINCw PLANNING _CONSULTANTS ROLL # 168 t 80 h C) X O D: ' i 50 M 70 M p �J I 0 _J LL 0 9 W SERV. LINE NO Q Da .2 O W LL Z Y� 00 0� ;SCALE Q �= C V ¢ c a 41 LI.I ~ (A W VO 40 y a g®C L co z X O D: ' i 50 M 6r SS 9 W SERV. LINE NO Q Da .2 O W LL Z Y� 00 0� ;SCALE Q �= C V ¢ c a 41 �' o_ W d me 40 EXISTING GRADE cE v� z - d m'E ,E c r c rn rn O C a, 30 5 3 0 STA 4+48: . ........ ...... .....:. .. ..: ....... ... ..... --PROPOSED SEWER LINE — LL 20 X O D: ' A PORTIC)N OF THE N.W. 1 /4 OF SECTION 24 TOI v'NSHIP 3 iVORTH, RANGE 4 EAST. W M. HORIZONTAL SCALE 1 2� 6r SS YCR TICAL 145 SERV. LINE ;SCALE EXISTING GRADE 15 ...:. .l. .. OLF 8 PVC S=0.0366 ._. ` _. -' _ STA 4+48: . ........ ...... .....:. .. ..: ....... ... ..... --PROPOSED SEWER LINE — RIM- 11.87.: - I E 8 (GUT) = 136 10 .. -- -- --.:... ...... .. ........... ..... ........................ ..:.. ....... RIM 67 c 3 - - - -- - E. I.E.. 8 "(0 U7) =60. 51 `[ -.... :... ! STRAP—FOOTING ANCHOR SEE DEtAIL _ STA 2 +10 Jn7, ....... ................................................. . .....: ...:.... ' ........ - - .......... .......... .................... ........... .......................... .......... ............ ................................................ I .............................. .. ................................... ........................................................... ..... ........ . ........... .................. ................. .................................. ......................... ....................................... ............................ ........................ .............. .......... ............................. .............. .................. ............. ..: ....:... y P OPOSE ....FINtSHED. -OR. 0 ....:.. .............. ................... ........... ........................ M l RIM.. 32.3-2 ... :... .i I .�. E. 8?' !T49 :,A/, E. 8 19 �5 S.F. ....I.E.�'8 TOM) ... �_. (NE.W) =1a 59 (Bb . .. .................................................. ..:... - _ 72bLF 8 p VCS 4-1-00 3+00 2-6-00 1-1-00 0+00 A� A`/ 3' MIN STRAP - FOOTING PIPE BED ANCHOR 1- MIN CIA STEEL ROD (STRAP) CLAMPED SECURELY TO PIPE 8' MAXI L CONCRETE DYED INTO UN0ISIRUBED SOIL SOIL AS SHOWN 1'I�MIN 2 X PIPE CIA MIN STRAP FOOTING ANCHOR Z wwp -�7• aBdT ROLL # 168' 1/2 SUND FLANGE AS DAM O.I.P. TEE CU.50 DUCTILE ONE LENGTH OF DUCT IRON PIPE (CLASS 50) A 10 SOLID TYPICAL BEARING NHEN SPAN MANHOLE Is MORE THAN a•. FIPLOBLE 6' MIN.,_ JOINT BACKFlLL NTH COMPACTED MATERIAL - + AS DIRECTED BY 6' MIN_ D.LP. C1.50 S* MIN. NTH MIN 4 � SHACKLE RODS CEMENT CONCRETE CLASS C BLOCK POURED IN PLACE D.I.P. 90' BEND `TYPICAL MANHOLE CL5O(MJ X PE) FOUNDATION CONSTRUCTION ff*01 WE 60 ME 40 30 20 SEE SHEET Cll FOR STANDARD SEWER NOTES. �P\�ER M. qgF WAS // 34 G STEP 'G \ems ANA L E� EXPIRES: OCT. 11: 2000 J Y' tL p Q Q W n I in 8 0 m e%T a is N O a rn L N G J ICU- N y -45 0 4}Q N oQ < LL Qwir OR. � W. -,o y J00) 'w3 (00 di Zpai a 111 p��w ch 0 0 � Qp z I Z QfO Uwi(L Z z lv5e LL W 0 U d 99078 PROJECT NO. TLR DRAWN SY 06 -07 -00 ISSUE DATE 07 -28 -00 SHEET REVISION CHECKED FOR COMPLIANCE RECOMMENDED 9978SS.DWG TO CITY STANDARDS FOR APPROVAL / %Jn?° -- . !. ✓� Date `� -/Y-� 0 DUCTILE'IRON DROP CONNECTION Date BY :`� 0 SCANNED OCT ate T 4 20W BY: o PACIFIC E NOINEERINIG SIGN INC. CIVIL ENGINEERING AND - PLANNINO CONSULTANTS FR .2 4