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HomeMy WebLinkAbout95D1343HAGADORN PARK ° I ����: I I I I f A PORTION OF THE NE 1/4 OF SECTION 9, TWP. 21 N., RGE. 5 E.,W.M. 3 s g O 11 SAWCUT, REMOVE & REPLACE PAVING IN KIND 5' I.ONC. SIDEWALK & a a a s n > m VERTICAL CURB &GUTTER w w WM. w w w Ex zo" D.I. w _ _ O 1+oo S.E. 304TH ST. 2+oo 7 00 3+00 4+00 5+00 O° 6+00 SS7_ I EXIST. SSMH o EX. DITCH- ._- _'-. -: -- •�� -VIE 469.8 RIM = INV - 456.90 N SSMH /j6 - I I I L� 1.31 I u t;i STA O+OS 5. 6'RT -� ;. ; I I I . F n c z 489,02 RIM = 4a7-91 (MATCH PVM'T) j SSMH 4'9 1 I ` INV = 479.$+572 30' RIM = 996'U497.7 I I w d 1 I INV = 486.1 N) z z z u INV = 486.68(OUT) 6.5c' 37 38 a9 '.�$ l SSMH $8.. �' i _ J 14.00' - STA 1+2 00, 51T 35 I I I r - r- SANITARY SEWER NOTES ExcIRES II a19L` - _ h 8 I 20'K6" PVC RIM = 493 46 r - -- - - - - - -' i h a i a a 1. All workmanship and materials shall conform to the City rz. """ `' rPi CKENED EDGE O 19 MIN., INV = 485. IN !-- .I y w w w of Auburn's requirements and specification. THESE PLANS ARE 'AS -BUILT"' 2. Standard Specifications Shall be 1981 APWA as modified AND THE INFORMATION SHOWN I TYP. INV = 48 .,b80UT 36 1�-` EX. �(_I�J �.E SSMH IS S -'�_I i Z ) I STUB SS # by the City of Auburn. ACCURATELY REFLECTS EXISTING r -1 [11NIV-488.0 0 SEW 11 WER ESM' I W/CAP I' L _..�I - L _ _ _ _ I ROt�C = _5G"5o 8'����FIELD CONDITIONS AS OF THIS -J 1= 279 2.41 % }75 INV-490. L _ `•, r - -- - a rc e 'E ffi' F_ X. LF�8" PVC O . rr INV = 494.02(OUT 3. A copy of these approved plans shall be on site during - 1 ?�'g 2A8TN 1 construction. DATE: OCM 4 1995. �J _ IN� 47 a "PVC ci % 1 _ 0- 4. Prior to starting construction, the contractor shall `T l.� SE I t - -- - - 4 2 toll ONE CALL 1-800-424-5555 for utility locations _ Z ( ) y L _ - r CONNECT SS SERVICE TO - wILLIAM SHUPE ffo BEG PLS 1332 s- 1 (water, sanitary sewer, gas, power, telephone and r- - L - J MAIN w/TEE, TYPICAL I %I 26' _ - SSMH Jj7 - television). _' - - - _ -5 CONC SIOEAt �. '+ STA 1+56.52, 6'RT 5. Locations of existing utilities are approximate. It � F I,, VERTICAI rues 8 RIM 48 32-29- 0 shall be the contractor's responsibility to determine , - - --- the true elevations and locations so as to avoid damage r N a _' INVIN= 75.39(E) _ + INV OUT '-475. l9 or disturbance during construction. -= 8 ,;: - =47 29(N)33- --- 32 t 6. Existing pavement surfaces shall be sawcut full depth - e 0 - _ ,v I with straight, uniform edges. All joints between the I ;I. - _ 3 31 30 2% a ► new and original pavement surfaces shall be pointed L -1 I I 1 L 8 -PVC-@1.40% ---_._ ¢ with asphalt emulsion (CSS-1). - _ 6 137 0 7.35Z - _ a I y c o _ 5 6 PVC 5 CONG EWA_K h j e _ n o 5• SIDE ALK kUTLIrT r- pohrEo cu B & .,arras 1 MIN., TYP. �a1� 7. Electric and telephone lines shall be in a trench with ': I I � n `- - ".o � ' . EASEM T � ' 0 o -�. - _ o uo is o minimum horizontal separation from other utilities • �^ m �^ .I I + j �i a s n a -VC UTILITY ESM r_ 677iIM (sewer, water, storm) of 5 feet. �..� O f*.z - / H, 35%MI Ir n 8. All construction surveying for extensions of public SCALE t' = 40' __ _ .b - '�`_ _ _ R= y - + : . �iLS'� - facilities shall be done under the direction of a 1r -i 10 _ °- '-` r' y _ I y $. l 1U. - Z 3 2+78.03"./ s licensed land surveyor or a licensed professional civil _ _ -- - engineer. o 9. During construction, all public streets adjacent to -`'+- r-RO,gpi - - - this project shall be kept clean of all material L--J r_- r �,_,`>� v - ,a+� I �'. 4+ooL ,pV 4.9/Z..... deposits resulting from on -site construction, as 1 --- directed by the City. i - y fl m u0..,. ---� - ni, m I�fl 1 +A-7 , 128 LF ^•8"PYG @/.087 ♦'!1 I m m s 10. Sewer lines shall be laid to the grades and elevations 13. Location of side sewers shown are approximate only and r 1 Iw - n 25 ^'6" PVC n m '` v _ r cTR 5Ac = (A m $ W shown on the drawings. may be changed as required during construction upon 480 l o O 1% MIN., _" v v m� �,'`-o € -� - 3��- -+"+ < 2% v 11. Side sewer shall be installed from the city sewer main authorization of city. contractor shall notify _ - _ __ _ _ J = I i TYP. N 0 £+ -*• �'� R ' + -- _ m engineer when exact locations are determined.. _ _-�' 16'3 1.37$ `" +z$+ �9 u a minimum 6" in diameter with a 1% minimum slope. SSMH 5 {I} - - 12. Side sewers shall be installed, where required b the 14. Contractor shall obtain any necessary side sewer - I'' W LF �8" PVC O I W% '�° $+� t 11 - • ��= � Ja - __ r/ m q Y L -I STA 2+84.03 6'R N� R: engineer, using commercial) manufactured tees and permits from the City of Auburn prior to construction. _ 03 LF M 8' PVC S-eff. o-' o n 0 Z 9 9 y 15. It shall be the contractor's res onsiblht to insure RIM = 481.9895 -' ,,E 18 19 > : x shall be plugged with watertight plug. All joints P y 20 ' 4.997 38'^�5" PVC O +Z. P g9 9 P g 1 INV IN = 47318`00 ) '( shall be approved rubber asketed ints. The that no coed or occur between sanitary sewer lines :i: I _ 1% MIN., TYP. SSMH N 115'y-8 PP 9 to ( INV OUT = 473r08'47R.85I a location of the side sewers shall be marked at the end and proposed or existing storm lines prior to �T► ' - - 1 22 STA 5+00, 131 m construction. INV IN = 472.95(E ;,r 24 \ of the line inside property by 9a pressure treated 2x4, i , ccv_ 'C_R8 Lu h - - 2'8 RIM j00r5750 9'. k P P y P i6. All connections of SDR 35 PVC pipe to manholes shall be --. VERTICAL GRE h TEE, - $5 4 3S four feet Ion buried In the round o distance of 3 _ _ INV IN..= 492. O feet. The lower end shall have a 2x4 cleat nailed to made by using A.C. or GPK manhole adaptors, or approved l V I 1+29 - SS H 60 _ INV OUi=492. it to prevent withdrawal of the stake. The exposed 1 equal. .. XE df• - ST 3+60, 5'RT foot shall be painted traffic yellow and the depth to 17. the maximum laying lengths shall not exceed 12 feet 6 1+19 RI = 4944C41 26 the side sewer or tee shall be indicated in black paint. inches for SOR 35 pipe. 233 LF 8" PVC 0.3.00%' INv=a72.d f IN IN = 485.5461 z•99 . IN OUT = 485. 5 unurr ESM'T. ro on the 2x4). In addition, the letter "S", 2 inches 18. Bedding for PVC pipe shall be 5/8 inch minus crushed % 38'-6:. PVC ® THE CITY OF AUBURN/1k1 high, shall be neatly imprinted in the top of the curb rock, 4 inches under 6 inches minimum over the pipe. 6. I 1% MIN(., TYP. before the concrete hardens to designate the side sewer 19. All pipe trench backfill material shall be Class "A" I15' Z location Bank Run 'Grovel modified by the City of Auburn. �5- SIDEWALK & UTIL -.I /� {; �o O �_,....., I EASEMENT 1b -'' 15 0 10' C7 v ^ V Z, I E a n I SHEET INDEX N t NOTE: 30 1. SEWER PLAN I •' •:a m m ti i 45'-6" PVC O m ii ti ALL EASEMENTS ENCUMBERING TAX LOT I o gym, 3 5+111 1% MIN., TYP x i � ', 2. WATER PLAN D+W 0 ^ 092105-9099, WHICH BENEFIT TAX LOT i _ CUL-DE-SfiC. 092105-9057 SHALL BE RELINQUISHED_ 3. SEWER &WATER PROFILE I $ REVISED ? ,1 I y f �° t 4. SEWER & WATER PROFILE �6I 'I " I S SSMH jj - + 14 I , STA 517.15_'RT - - '`- - -- WATER INV I 5.89 N ASEMENT n \ FAC 0006-95 iNV OUT - 46599 9PC+TAMK -.8 % - - I39 - 8 - '�-'�•%. (y+�•` - 4 - I , �' fl THESE PLANS ARE "APPROVED" FOR CONFORMANCE _' - - - - - 1 LF _� 8" PVC O 1.99x a s 6 D `C,,#4 - , SSMH 4=' Sy WITH THE ITV F AUBURN ENGINEERING DIVISION'S Z 501% MIN C _. _. 3 r _R ` 3i STA 1111 _ / REQUIREMENTS O I I'� NOTE R /tag n o ®1 6" P V ,'- ' f .� N II " .. �r j. V 131 ¢ Z FIELD INSPECTION w/ UBL 11H. SEWER $tLLJ - - - - - - I CITY PRIOR TO 3 1'llA T T - o „o ° $ o I I`I I ('' APPROVED BY: /. /�'✓�+ -I CONNECTION TO VERIFY \^i`�" P�~Gf 's°� PR =3+91.1 1/Bz~ bf8x I s DTAE APPROVED: LOCATION ELEVATION - I �'� s n -�-1 E3 & ALIGNMENTS L il _�- :� ND' 1 • n ` 5ti6" PVC 10' MIN. HO IZ. _ 4 4 i r , 0 1% MIN. SEPARATION 1' 81N VER I s.= I EX. 67' -Yi, ' / I 0 o^8"PVC 1 SEPARATION EXIST RIM = SSMH 455.77 O 3.879. , 2+04 J _ (PAVING v a , �� ;.. - 173 / w� v, I INV = 444.87 (8"E.) J ✓ ,. 12'--t 2+a3 0 \ a-70LF-8"PVC - O INV = 444.67 (8"W)) I J- - auuE� .cars Ruin 4 •. - - - SS 0 +cdi ' 1 I+OD I' PVC SS N 118 LF-8' PVC' +I - ne EX. 8" PVC SS - -- 1% MIN. i - - - - - - I 15'-6"PVC O S.E. 308TH I I 7_ 161 LF - 8"PVC x IO I 3.50% II REMOVE PLUG & 4 n n 6 n 25-�6"PV o I o J I 10 ` DRAINAGE EASEMENT CONNECT TO EXISTING 8"P i i 25' k PVC i ®1% MIN. v $ IA1 I I ._ ` II EXIST:- �N4=- 7.46 O IN MIN. N gPRIVATE SEWER ESM'i. �} (CO R to, N = 80'1'6"PVC I O 1% MIN. RIFY INVERT ELEV., ' `I 1 I PRIOP TO CONSTRUC .,) i 2 _ ;rr -- - -- - I to SSMH q1 I u RIM = 459r56462.0 3 1 � II C) INV IN = 452-1345 '• - II INV OUT 45283 +51.29 11k ml r - - - r s I � 1 i i ? E X 5' SIDEWALK I / 125LF 8" PVC 50'�6" PVC 19 IN. s 0+30 71 N INV 1520 I 12 6+61.31 1 0+D0 SSMH p2 - STA 6+55.31, 15'RT ' RIM = 4725156 'c»pp,, _ INV IN = 464.&f56 ( �5c7 1 INV OUT = 464.,5T46 INV = 464.74 _ �GI -SS STUB TO PROPERTY LINE ' \ W/ CAP AVOID CUTTING UNDERGROUND 3.00',,,$"p VC ®0.50% UTILITY LINES. IT'S COSTLY 31' Call I 7+59.33 before you D �9• 1-800-424-5555 o �t UNDERGROUND SERVICE (USA) &ST PAVING 490 DATUM: K c A.S BENCHMARK: WEST RIM OF MON CASE AT S.E. 304TH & 132ND S.E. ELEV = 496.95 NOTE: ALL SANITARY SEWER SERVICES ARE STATIONED FROM NEAREST DOWNSTREAM MANHOLE. NOTE: Locations of existing utilities are approximate. It shall be the contractor's responsibility to determine the true elevations and locations so as to avoid damage or disturbance during construction. CALL BEFORE YOU DIG: 1-800-424-5555 VICINTY 'MAP N.T.S. J LLJ i W Y ca a 0- Z 0. z M W 0 Y < W Z L� S = (N b F u DATE 2/17/95 AD Ham. 52-025 DRAVING ND.52-25SW1 SHEET 1 or 4 (.t vl� 77L sDYS Iu-`.I EXIST SSMH RIM = INV - I HAGADORN PARK A PORTION OF THE NE 1 4 OF SECTION 9, TWP. 21 N., RGE. 5 E.,W.M. 1-8"x20' TAPPING TEE(VERIFY SIZE) 1-8" GATE VALVE (MJxFL) 1-THRUST BLOCKING 1-8"x8" CROSS 63'-B" D.I. CL 52 W W EX 20" D.I. W.M- W W W D 1+00 S.E. 304TH ST. 2+00 3+00 4+00 5+00 6+00 o EX. DITCH .._.._..- - - - - - - - - - rr '" WATER NOTES ' �J EX. 1. All workmanship and materials shall conform to the City I of Auburn's requirements and specification. HOUSE 2. Standard Specifications Shall be 1981 APWA as modified L - - by the City of Auburn. U 'ualn . 7 - -7 3. A copy of these approved plans shall be on site during construction. SCALE 1 = 40 217'-8" D.I. CL 52 4. Prior to starting construction, the contractor sholl toll ONE CALL (1-800-424-5555) for utility locations (water, sanitary sewer, gas, power, telephone and L -1 F_ i + television). I 8 5 Locations of existing utilities are approximate. It shall be the contractor's responsibility to determine L _ J the true elevation and locations so as to avoid damage or disturbance during construction. STA 2+68, 10'RT 6. Existing pavement surfaces shall be sawcut full depth 14. Hydrostatic tests on the new pipe line shall be made in "Procedure 1-8"x8"x8" TEE (MJxMJxFL) with straight, uniform edges. All joints between the accordance with the for Water -Pressure 1-8" GATE VALVE (MJxFL) new and original pavement surfaces shall be pointed Testing Water Lines" and the latest provisions of AWWA _ _ _ 1-THRUST BLOCKING wo ermalns s a ove a minimum with asphalt emulsion (CSS-1). C 6DD, except as modified herein. All equipment r i 7. Electric and telephone lines shall be in a trench with necessary to make the test shall be furnished by the a minimum horizontal separation from other utilities contractor, and the contractor shall conduct all tests (sewer, Water, Storm) of 5 feet. under the supervision of the engineer. Pressure tests L 8. All construction surveying for extensions of public sholl be made on all piping and appurtenances installed facilities shall be done under the direction of a under this contract, including all connections to licensed land surveyor or a licensed professional civil existing mains at a minimum test pressure of 200 psi. -1 engineer. 15. Disinfection of the new water system shall be required L 9. During construction, all public streets adjacent to prior to connection to the latest provisions of AWWA C I I this project shall be kept clean of oil material 601. I I - deposits resulting from on -site construction, as 16. Installation of corporate stops, water services, lines I I directed by the City. and meters shall be per City of Auburn standard L -1 10. Pipe for watermains shall be ductile iron meeting ANSI details. Specifications A-21.51 of latest revisions and shall be 17. Services shall be 3/4" type K copper tubing, City of thickness Class 52. Pipe shall be cement mortor lined. Auburn to install water meters. in accordance with ANSI Specification A-21-4 of latest 18. Blocking for vertical horizontal bends shall be per revision. City of Auburn Standard details. 11 All t h 11 h f 42 ' h 19 Fire h grant assemblies shall conform to Cit of Auburn cover o Inc e$. y Y I f t Ii h II b i.i t d t standard detail 192'-8" D.I. CL 52 12. All vo ves or wo er Ines s a e rest ten we ge go e valves. 20. Contractor shall obtain any necessary water meter 13. Joints, except where otherwise required or shown on the permits from the City of Auburn prior to construction. drawings, shall be either mechanical bolted type, or 21. All valve boxes in public right-of-way or easements h bb k t t f t A shall be od sted to final race after final Gavin is pus on ru er nng gas a ype, con ormin9 o mencan Iu g g National Standard A-21.11. complete. STA 4+60 1-FIRE HYDRANT ASSEMBLY PER COA STD. DTL. NO. WAFH-1 1-8"x8"x6' TEE (MJxMJxFL) 1-6" GATE VALVE (MJxFL) 1-THRUST BLOCKING I 5+11.1 0+00 I I I I 6 TRACT A��, PUBLIC STORM, SEWER. 3 WATER TRACT L r 55 EX 8" PVCSS_EX. 8PVC SS — — — — — — T — II 1/4- WATER METER S.E. 306TH I TYP - SEE STD. DTL —� k" i I II Itl NO. WASM-1 \ 5 I o 1ij LAGTAh:JtDYr M EASE :T'1' � - N I PRIVATE SEWER ESM'T. t� I I 4 f c r- — — — — — — -1 I i `I I 2" BLOWOFF ASSEMB Y 111111 STD. DTL. 0 J m I I WABO I — I I I; I �I r ." I I I I I STA 5+05 1-8"x8"x8" TEE (MJxMJxFL) 1-8" GATE VALVE MJxMJ 1-8' GATE VALVE (MJxFL) 1-THRUST BLOCKING 7 8 4' MAXIMUM DEFLECTION - PER JOINT (TYP.) I 's 10' MIN. HORIZ. ' Z9 SEPARATION i 1' MIN. VERT. i SEPARATION I + TYPICAL _G 1 , .ed ren A //} T+ I I / STA 1+75 + / 1-4 CAP(MJ) 1-T RUST BLOCKING 1 1 8'�4" D.I. CL 52 3 2 8' -8" D.I. CL 52 - I�T / SAWCUT, REMOVE 1 P j & REPLACE PAVING N N IN KIND #_ c I EX 5' SIDEWALK STA 0+50 1-FIRE HYDF ANT ASSEMBLY I 3 I PER COA ST . DTL. NO. WAFH-1 1-8"x8"x6" E (MJxMJxFL) I 1-6" GATE PALVE (MJxFL) ' 1-THRUST B OCKING 36 I 38 37 35 STA 1+3 1-4" CA MJ 2" BLO ALWABO-1 BLY _ ( ) I I I II E .. H O �_� , E PER COA 1-THRUS BLOCKING I L I NO '". r / -20' SEWER SM'L - _ L - J - _ - - - _ - __ / -I r- J I l -� I a _ 26' - WATER & SEW ESM'T. 40 39 160'-8" .I. CL 52 STA 1+70 1-8"x8"x4" E (MJxMJxFL) 1-4" GATE I ALVE MJxFL ) 1-THRUST B OCKING a VF D 18 19 I W= I 5' SIDEWALK & UTILIrY EASEMENT 16 17 I. �-46-8" D.I. CL 52 253'-8" D.I. CL ROAD I 10 770'-8" D.I. CL 521 11 `PT-6 3— — —— 20 STA 2+40 1-FIRE HYDRANT ASSEMBLY 34 PER COA S D. DTL. NO. WAFH 1 L1. ""x6" TEE (MJxMJxFL) ATE ALVE (MJxFL) ST OCKING 30 31 32 - SIDE ALK & UTILITY ASEM T ' 386'B" D.I s i a CL 52 15 I I I I I I I I I I 1- wzmuwwarmm— =x.. I I \ 3/4" DUAL ATER yMETER, TYP SEE STD. MAXIMUM DEFLE TION DETAIL NO. ASM-3 2 JOINT (TYP.) 21 22 23 24 8" GATE VALVE (MJxMJ) I 14 -22- BEND W/THURST BLOCKING (TYP.) — 1 .2-5' 511 L15' WATER EASEMENT 13 I I 12 D+00 STA 6+75, 7.1'RT 1-8"x8"x4" TEE (MJxMJxFL) 1-4" GATE VALVE (MJxFL) 1-THRUST BLOCKING STA 7+00 1-FIRE HYDRANT ASSEMBLY AVOID CUTTING UNDERGROUND PER COA STD. DTL. NO. WAFH-1 UTILITY LINES. IVS COSTLY 1-8"x8"x6" TEE (MJxMJxFL) 1-6" GATE VALVE (MJxFL) (� all .3 11-THRUST BLOCKING v before you REMOVE EXIST. CAP, D+Y AIR & VAC. RELIEF VALVE, �" AND CONC. BLOCKING -INSTALL 8" GATE VALVE (MJxMJ) 1-800-424-5555 W/THRUST BLOCKING UNDERGROUND SERVICE (USA) 1-8"X12" REDUCER AVING 25 NOTE: LOTS 23-30 SHALL HAVE INTERIM INDIVIDUAL BOOSTER PUMPS INSTALLED DURING HOME CONSTRUCTION. THE DETAILS SHALL BE WORKED OUT WITH THE CITY OF AUBURN ENGINEERING DEPT. PRIOR TO INSTALLATION, OR AS OTHERWISE APPROVED BY THE CITY ENGINEER. ' TANK i -A\K 411-8- CAP(MJ) 1-THRUST BLOCKING DATUM: KC AS BENCHMARK: WEST RIM OF MON CASE AT S.E. 304TH & 132ND S.E. ELEV = 496.95 NOTE: ALL WATER SERVICES ARE STATIONED WITH STREET CENTERLINE STATIONING. NOTE: Locations of existing utilities are approximate. It shall be the contractor's responsibility to determine the true elevation and locations so as to avoid damage or disturbance during construction. CALL BEFORE YOU NO: 1-800-424-5555 ON 1 N 1 O 1 N 1 1 VJ ,O ,O v1 Y JV U j j V 0 rn I N h N Z Z N n 2 1OJ x) N F W u 4 u u F F oat W W yaj VI UMh C z rc rc rc ` N YI N VI VI i rc rc rc rc g * 01 YI nI NI - I.: 29 28 a► 1-8" CAP (MJ) I - GATE VAL YECKING 1p� Yfs 20' UTILITY ESM'T r 7IM 5' 1 W I — — Z $ • o ~ 10 — D V C r = B" GATE VALVE I " (MJxMJ) N $ W �r Y p1 27 m O 0 W > E z kJ 26 I G � a f v = UTILITY ESM'T. TO THE CITY OF AUBURN L 15 z TO' EASEMENT FOR ACCESS TO TANK SITE - EXACT 'z F DIMENSIONS TO BE I 30' m •� m F m s DETERMINED LATER BY o CITY W W 3 o U Z t3 Z w O J LIJ WY ti. t'L3oJ... n Q THESE PLANS ARE "AS-BUIL7" W Z J AND THE INFORMATION SHOWN Z ai Q ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS q W DATE: OCTOBER 24, 1995. Y Q 0 � 4%G.I... /M Z Q Q WILLIAM 5HUPE H0 PL5 113aX = Z 3 u FAC 0006-95 W THESE PLANS ARE 'APPROVED" FOR CONFORM VICE � NTH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS DATE 2/17/95 JOB N0. 52-025 APPROVED BY: 1L/��'✓� 1 rJLrt DTAE APPROVED: /OJT_— DRAWING NEL52-25SW2 SHEET 2 of 4 2) 5D 134,3 2-6" 490 U O -.-- 200,00 VC N w z WN . . . . . ... . . ... ... ... ... . ...............:......................PVI . ............. .........:................. .................... ... m w PVI ELEV = 4.83 36 O p a ro oa 0 c- o `° A.D. = 1.34 PVI STA'= 5+00 . 0 + W + w m PVI ELEV 475.00 O W o A.D. _ -1.95 ¢ - -- K = 102,66 J 490 . . 30 .......................... m. ............. ........ 200 Or VC ............................................................. PVI STA = 6+ 7 5 +rY II PVI ELEV = 472.56 v -zC09, ~�\ m ¢Xw a o A.D. = 2.17 z o " 1 �- K = 46.00 + . .. t . N.O. ... . . . . . . . . ... ... . . . . . . . . . . . ... . . . ... . . ... . . . . . ; j . . . #. .�. . . . . . . ... . . . . . . . . ... ... 0 . . . . . ... . . . . - 1l. CI,DD 0 ... Vi. .� ..... ... . . . ... ... . ... . ... . APPROX. LOCATION I:. N W ¢ z EXIST. 20" D.I. WM > m >m N z o g•, a.( a (VERIFY) CL ; N¢ w o o o �........ `.° +. 480: .:.27.9'.9�. .. .:............ -�-�0 .:.. ..., ... :\ ................................. 3�z49 Iz O................. ¢ w Oi w .a .....z<D............ - o ...... Of u z> •., o 8. N PVC v�iow w 41 nQ� o .� m ; + �a0 x W 470 . I ................................. ............................I - - ... .... .... ... .DATUM ELEV 460.00 .PVI STA = 0+75 _o PVI ELEV = 471.T0 '- A.D. = 5.83 a . dloaco, VC 480 : ........ _ o a1 ID 1" �...:............. . O� + o N n ooa Y O (D O II N Ll > > u m m ,now ..... .. ...:.............� + w 1'• MON. CLEAT I: m 0 9.9 9 w N mw Pw o I . . ... . . . . . . . . ... .I. .. __�CL 52 SSMH M6 ........ STA 0+05.5,.6'RT ......:..........:.... ..... . .. . ..... o .. ... ...... STA.2+84.03. 6RT: .+�. ... ... . > .... ....�,�.� T1V'J7 RIM = 4&7-9£(MATCH PVM'i)488.02 RIM- 481.y695 C, o.8gy INV = 479.072 : INV :IN = 473.18'00(N) STAH517 5, 6'RT INV .OUT = g1a-08472.85 RIM = 474.,9�7"99 INv,IN = 472.95(E) : INV IN=-g66-0J46569(NdE) INV OUT'= 465. 79 OCD zo . W pp N + I W uz . ¢ w ¢ Q ¢ . T SSMH k2 STA 6+55.31, 15'RT RIM = 472$65(o INV IN = 464.V 56(N¢SE) INV OUT = '464.X46 9 F` �Gg1D .t APPROX.`LOC T*NL-�' EXIST.: 12" D.I. WM :^ /VCGICY\ ' ID f0 �Ci tO 0] N OO ti 'O O 0� I� � 01 d � N `. T O ID O C 4; V. D LL � N 7- N � 00 (0 GO CO � m wm 0+00 1+00 P dl STA = 1 +E'a.50 ' PVI ELEV 46213 A D 3-11 PVI STA 2+24 29.00' '✓C. PVI ELEV 460.50 as A.D. = -2'09 ; + . w 0.- JW W 470.. \..... ... ...... .�o....w�..... ...j ............... > > OD . °IN It \\ V> wIN �_Oz-a�' now sa 460 ... .. .. .. .. .. .. .. ........ . ........... . ............ .. ....mow... ... .. +o m O Vl gip. 03 o+c 1)B tie. SSMH 2. . a PyC 1, ... .. ... 450 SEE PROFILE OF ROAD A :................ s 0 ow 6. SSMH ® tie" RIM = 459s✓0462.0/ o� -'3 �f ' INV IN = _52-fig 45/.29 k INV OUT = 45/.2t) +OJ3 w EXIST INV= 47.46 o VE IFY 00 sd O� nIN W '� N M �N ai �� � �rl O� � t0� N� � t➢ 1+00 2+00 ROAD D 3+00 2+00 3+00 4+00 5+00 ROAD A 1130TH ST S.E.) LOW POINT ELEV- = 483. 31 LOW POINT STA 0+22,14 PVI STA = '0+40 r 500.. PVI. ELEV., a82.8E• ............ <a......... . A.D. = -14 00 K T 50.00' VC : r Q f/1 W W �....... ...00 ......./. o � N:00> w > Io:Oy R W w <•,&Ra� ` © 12-1e PVC O 0.52 R y1iZ.W /. . . . .} INV = 486.20 C[Ti11 DATUM ELEV 470.00 510E SEWERS FOR 0 •�" _° i' -13 LOTS 36 h 37 IN N .I SSMH A9 �v reQ�Y . .... ..... .two Ud '<YA �.�:.. . HIM LUV- = py . INV. IN. - 485.68'46 INV OUT - 485.,iQ3b 1' MIN. CLEARANCE (TYPO SSMH M7 STA .O«� . M ELEV. - 2 INV. IN - 475.39 (E) INV. OUT - 475.w/9 .INV. IN = 475. 29(N) M 0 C, O M �d TO m a a ti 0+00 1+00 TRACT B SSMH R9 M ELEV, = 49 INV. IN - 486.18 INV. OUT - 486.p809 6+00 VA:11S1: r 1 THESE PLANS ARE 'IA5-BUILT° AND THE INFORMATION SHOWN ACCURATELY RFFLECT5 EXISTING FIELD CONDITIONS AS OF THIS DATE: OCTOBER 24, I 95. r WII-C(A E - HORZ. 1" = 40' VERT. 1" 4' AV01D CUTTINO UNDERGROUND UTILITY LINES. IT'S COSTLY Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) FAC 0006-95 THESE PLANS ARE "APPROVED' FOR COI WITH THE CITY OF AUBURN ENGINEERING REQUIREMENTS APPROVED BY: 1 J-P,2 v S CPO, DTAE APPROVED: �/ SS NOTE: Locations of existing utilities are approximate. It shall be the contractor's responsibility to determine the true elevations and locations so as to avoid damage or disturbance during construction. CALL BEFORE YOU DIG: 1-800-424-5555 I I I I I N N O N I I I I I i0 D D N Y i t 3 O O a r a F v J a _I a _I 3 3 a J rn mN � I N N N O N n I � < 0 z Z C U O U O U W N y w w o a U 0 U 0 U 0 U < 2 F a rc a ¢ F J m w R w d z w a z w d j '6 z s 0 s 0 s 0 s e z a z e tt a VI rn � 3 m W N U 0 AO w m W > z a � E a z _ � s � a C J _ m S � a s � Z 7 w old w € z o C7 E z •� w "' � m x � to 3 WN Q U Z 1n LJ Z J. LLJ E7 O! J 0- LJ i LJ Y LJ [] Q F- Q to l Z � aif LJ E3 Ca Q LJ Z Q LAJ Li = 1. h � U U oWc F y O DATE 1/30/95 .JOB NQ 52-025 DRAWING N0.52-25SW3 SHEET 3 IF 4 95L)I3Li5 �L - 510.......................................................................................................r,.,I...... It ............. I........................ • LOW POINT ELEV 481.35 500 ....................... t_ow. eaINT. ST,A. . a+.65..:..................................... ..' ........... ... .... . .................... ............... . PVI STA­= 1 00 : : PVI ELEV 4 7 25 ; A.C. _' -7.50 / a � NO / _ ............ ...... .. ..........150..00. �� ...................... .......... //G�S� ...... ...... .... ..:.... . ..... PVC ®.Br97�%089... M O 490......... N u>.N ^............:......... ...� w.............:.../ .........E.�.... .....:.. QJG. ' .. ..o ............. ............. ' U > I Q oo� ¢]N + o a w ,` rV N 3 "' �5 ovwi Nvl + +' o ; / /: r ; o+w m m •". / O vwi o _ LOT 26 . pow StDESEWFR ............ ......... ... .... �. .i.......... '., .. �w.....+ov>.�........ ...IN. SSMH.#'I............ . ............. 99%.. oOf 480........ ��.. �..........�.. I .M o 377 . ;1 ri +o + M_ 0w. En ROAD A STA 1+56.52, 6'RT RIM = 483:}3.29 INV IN = 475.39(E) INV OUT=.475.2A'/9 INV IN = 475, 29 �/Y) !n A +6 • ' • ' STA 5+00, 13.LT• • RIM = SQ2:0" 50/, 82 RIM = 494.g0'41 RIM •=,500:37-50499 INV OUT = 494.02 INV IN = 485.b461 ; INV IN = 492.74-64 INV OUT =. 485..545/ INV OUT = 492154.544 � � �� O� O O O 0+00 1+00 2+00 3+00 4+00 ROAD B 5+00 6+00 N N ,n PVI STA = 1+25 O N N I O l�V PVI ELEV = aB1 48 I e A.D. = 6-00 3 ....... .... LOW POINT .ELSV. �.47.4,62................ O1 . D. ... .... ... . ' LOW POINT STA 0-35.71 C' 0 a p • � PVI STA0+6250 x PVI ELEV 473.98 z a A_C. _ =14.00 w N v . CZ7 _ m // :.........:... a ZM N / w 490. �.� + �. i. ...... .... .... .... .. .. .75.60' ,Vr.. ...N 0. U F- > U U N W a 0 2 • � O Z + / _ Q Cj O U N > U/ •O�� W W m p Li' + v u i + II / >.. 480 ......... 0 4 .0 .. .... I .... ... ... ........ .... .... .. v m a a a a a w > m J 0 'd o o m / - m rc N 0 a a 470... .... .. 1 • N..... SICESEW<'R................... .. . . to, 8 o[u ,. LOTS 15, 14. IN SSMH #11 460 .. . . . . . . . I "n WO . . . . . . . .I namn a+ . . . . . . . . . . . . . . . . . . . . . . . . . -SEE PROFILE OF ROAD A STA 1+,23•I2 RIM = 480J929 INV = 473..5754 ; DATUM ELEV 455.00 O 0+00 HORZ. T' = 40' VERT. 1" 4' 1+00 2+00 ROAD C z i THESE PLANS ARE "ASBUILT' AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: OCTOBER 24, 995. w j"I_" WILLIAM SHUPE HO ERG PL I 32 AVOID CUTTING UNDERGROUND UTIUTY LINES. ITS COSTLY Call Wore you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) FAC 0006-95 THESE PLANS ARE 'APPROVED" FOR CONFORMANCE VATH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: ��-��✓✓I�'1 DTAE APPROVED:477031 is NOTE: Locations of existing utilities ore approximate. It shall be the contractor's responsibility to determine the true elevations and locations so as to ovoid damage or disturbance during construction. CALL BEFORE YOU DIG: 1-800-424-5555 aaoc.�©c /�• V C � }7\ A� W rn IY O >- w 0 I � m n v n 0tj m w m G W Uy� S N 3 4 � a O ■ J a w � a ou W E Z G LD I E Z •� kT � m = r U Z N LJ Z W .J. f L� E7 a W i LLJ ]C W A H Q Q � � 3 LJ Z Qi p8 W E7 94 Of Of ? Q W L� 2 t V1 u F � W DATE 1/30/95 JOB NO. 52-025 DRAWING NU52-25SW3 SHEET 4 or 4 9sD 13y3 Y,p-LL