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HomeMy WebLinkAbout90D1086 L 60 FT. 0 IN. 13 FT. 0 IN. UTILITY LCROSS-USE EASMN T. (-14 FT. 0 IN. 6 FT. 0 IN. 4—fi0 FT. 0 IN. �/�6 FT. 0 IN, 6 FT. 0 IN. 6 FT. 0 IN. 21 FT. 0 IN. )UTILITY L CROSS-USE EASMN T. 1 riz Fr. D Ix. 120 FT. 440 FT. 09 FT. 8 FT. 0 IN. 17 Fi. 4�--28 FT. —�.2T1 FT. 0 IN!�--40 FT. 0 IN. —w32 F(, 0 IN. 90 FT. 0 IN. 54 FT. 0 IN. 90 FT. 0 IN. 90 FT. 0 IN. 42 FT. 0 IN. ---t25 FT.OI INJ I 1 SCHUCK 'S AUTO SUPPLY FIRE HYD. —�I� aaa aaa aa� aa�u� a� T"1• I I I ( 1 � z I I FIRE HY➢. I 1 1 b CATCH BASIN (RIM 61.54) 0 _ � CATCH BASIN (RIM 1.541 � R I I 1 EXIST. 22 FT. VIDE ORIVEV(IY �� 1 i p o EXISTING'PAYEMQ(T EDGES -1y-1( iii 1 T ua• oa��•�sa� o •ua•�••.�•�••+u+au�a u�a •�•• aa�••�aa�••�•�••�IN.Ol DE6.10 MIN.41 SEC,E.(649.1161 FT. I T •a.t •�• I.I '5 I I �� 1 '' • ouuua�uua••�1• • •a _ —. oaa.+ '� .z. CATCH BASIN (RIM • 61.50) `CATCH BASIN (RIN 51.437 CATCX BASIN PRIM 61.541 •— CATCH BASIN (RIM • 61.54) N CATCH BASIN (RIM • 61.421-�• W VY ��1� I 1 I F M � • � '�_ + I _ _ 3IA ING PA 5 N I 1 8 Wq o 6 ID• 3-1-L L -1-H- - -C 1 0- J 1 _ (yf • _ v • m �1 -•26 FT. `$ FT.' 1 ` '�\ 21 i !'� FIRE HYD. cc FT. 0 IN. - .� 1 } • — . I- I I 3 IN. A/C PAVING7 / .`'V ' �.'s I I • I } W L I 1 / f • � " erCATCH IIASI(! (RIM . 54.25) j �— O O O ="0' `O ® ' i >10 .i I 2 ` a � � • 7 W --- ---- • __ I, II = 1 o (41 z I ^ O N „z, NEW FIRE HYD. 8 ea N ===:.- --------------------- i I e z mm RIDGE I Z t I o W • _ w 1 ,j CATCH A IN (RIM 58 J10) L� d I uLd I .. ca ILI x Ow ~I I x ----------- F i N I i N 1 L. x J 3 IN. COMPACTED THICKNESS A/C PAVING R -' I �" ov :2 - . 1 IN COMPACTED THICKNESS CRUSH.ED ROCK (5/8 IN. MINUS( .z, I I m a w v • CATCH IASIJ (RIM 50.041 ____________________`j. `` `•• 1 ;' FINISH FLOOR ELEVATION • 63.00 FT. •`. --------------------- NOTE: NEW 3 IN. A/C (PAVING L ERLAY A 1 61y{ {LT�R�� EXIST. PAVING EXCEPT HERE EXIST. AWING IL • — I _ I CONFORMS TO NEW FINI GRADE}, EXIST. w MATCH BETWEEN SMALL RBE V-CUT O ALL EVEN NEW EXIST. UTILITY SURFACE fiI SEVILL CBE RA SED TO M L I I q1 r I � 17 a a o a I ^N n L 6 I I \ 1 . m :n ' '` " ' ,• , , 1 . ' n{- -------------- I I I COMPACTED SUB-GRADE - ____ i • M TYP . A/C PAVING SECT . I I I CONTROL STRICTURE (RIM • 55.871 I \ REMOVE (21 EXIST. EU C. CURB CUTS CATCH BASIN (RIM 301 ' I J AUR REPLACE WITH AUBURN CONS. WALK AMID ' I By CONTROL STRUCTURE (RIM 58.551 CURB PER CITY OF AUBURN STANDARD. 10 FT. (RAISE S.S. MANHOLE RIM AS RE00. 1 i : CITY STREET LIGHT? CATCX BASIN (RIM - 55.721 f — uaaa�• u�u�uauuuuu�u�••a�uuuua�•• •mmm uu••�a�••�••�•s N 1 DEG.10IMIN. M. E. (669.90 FT. ) aua�••aaauaoaa••.••a�ua�••a�aaauua••�u�• a�•��o ( ' REMOVE BROKEN CONC.pQVEWAY TO H ya CITY STREET LIGHT EXIST. S.S. MANHOLE NEAREST EXPANSION JOINT AND RE- •.• PLACE VITX NEV CITY OF AUBURN V Fes/ S Y� STAfAARD CONL. CURB CUT. r h� • — • — • — • — • — • — • — • — CENTERLINE VEST VALLEY HVY . — • — — . — • — N a: SURFACE; BRASS ER• SEC.CH MARK NO. 3 -H Il VEST VALLEY HVY. < CITY OF AUBURN ELEV. 56.08 R. SITE PLAN - - SITE AND BUILDING CONTROL DATA SITE SCALE: 1 IN. 30 FT. FIRE HYD. in _ _ CODE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1985 UBC 1.1 CITY STREET LIGHT I CITY STREET LIGHT . • . • • • • . . . . . . M �•�• � . . . . . . . . . . . M-1 (LIGHT INDUSTRY G FIRE MAD. Y! I ZONING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x o ,'�QR� � OCCUPANCY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H_2 VALLEY FWY. S.R. 167 i 4 moo' y,• x 0 TYPE OF CONSTRUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-N W 1 FIRE PROTECTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULLY SPRINKLERED W FIRE ZONE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 F �••' - - 2415 VEST VALLEY HIGHWAY LAND AREA. . . . . . . . . . . . . . . . . . . . . . . . . . 265,546 S.F. By. . . . . . . . . . . . . . . . . . . . . . . T v e o LEGAL DESCRIPTION PARCEL N0. 112104-9-001 BUILDING AREA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 149.600 S.F. 196 �' N 0 R h)e aE`':`+- SITE COVERAGE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L . . 56 PERCENT VICINITY MAP o NOT TO SCALE Y L �.e .vortn= �, ,� ,..BA � THE EAST 435.68 FT. OF THE N. 1/2 OF THE N.E. 1/4 OF THE N.E. 1/4 OF SEC. 11 . PROPOSED OFFICE AREA. . . . . . . . . . . . . . 2.373 S.F. SHEET NUMBER F of ids �` BU Rn TOWNSHIP 21-N. RANGE 4-E. EVM. IN KING COUNTY, WA. EXCEPT THAT PORTION LYING PROPOSED WAREHOUSE AREA. . . . . . . . . . . 147.227 S.F. SOUTHERLY OF THE F13LLOVING DESCRIBED LINE: BEGINNING AT A POINT ON THE E. LINE FUTURE OFFICE AREA. .(2 FLS. ). . . . . . 20,000 S.F. OF SAID N.E. "I OF THE N.E. 1/4 OF SAID SEC. 11 , 660 FT. NORTH OF THE S.E. CORNER: FUTURE WAREHOUSE AREA. . . . . . . . . . . . . 139.600 S.F..7 - I(' _ R /� a 10 TIESE PLANS ARE AS-BUILT AND THE THENCE N. 80 DEG. 49 MIN. 30 SEC. V. A DISTANCE OF 1.300.05 FT. TO A POINT ON OFF-STREET PARKING REQUIRED. .(PRESENT ). . . . . . . . . . . . . . . . . . . . 60 STALLS E'1 INFORMATION SHOWN ACCURATELY RELFECTS THE VEST LINE OF SAID SUBDIVISION 603.87 FT. NORTH OF THE S.V. CORNER OF SAID OFF-STREET PARKING PROVIDED. .(PRESENT ). . . . . . . . . . . . . . . . . . . . 99 STALLS �N�� "CV'a.vw.awd(•o EXISTING FIELD CONDITIONS AS BASED ON N.E. 1/4 OF THE N.E. 1/4 OF SAID SEC. 11 . EXCEPT THE EAST 36 FT. DEEDED FOR FUTURE STALLS REQUIRED. . . . . . . . . . . . 127 STALLS A FIELD SURVEY OF ABOVE GROUND APPURTENANCES JCOUNTY ROAD. AS OF THIS DATE: OCTOBER 16, 1990-"UTILITY , P� FUTURE STALLS AVAILABLE. . . . . . . . . . . 158 STALLS DATE - 3-Z - 90 90 D / 0 86 / of 7 •b3, - 60 SCHUCK 'S AUTO SUPPLY 60.. .. N. Ol DEG,10 MIN. 41 SEC. E. (649.16 FT. I .�..�..�n�..�..�..�. ..� `.wU--. m 61 62 I BUIL➢7NG LINE 61 ■ I : 60 ! ` Q C❑NSTRUCTION SEQUENCE FOR GRADE AND FILL ; �� gVARFY RbCK PFd1V6WA'(. (TEMP.) I I INSTALL PROTECTION AT EXIST. CATCH BASINS. 59 IN�TA I Z= CONSTRUCT SILT FENCES. M H ..I CONSTRUCT RETENTION POND. m !— f" 58 MAINTAIN ON-SITE RETENTION DURING GRADING 6 FILLING OPERATION sa H AND UNTIL PERMINENT DRAINAGE SYSTEM IS INSTALLED. 59 : . Q ZO ❑ '¢ STRIP EXIST. SOD FROM AREAS TO BE CUT OR FILLED AND STORE ON SITE, w GRADE CUT AREAS DOWN TO ROUGH GRADE AND PLACE MATERIAL IN 6 IN. COMPACTED I I! 8 ..i .' I. LIFTS IN AREAS TO RECEIVE FILL. ALL FILL UNDER BUIL➢ING TO BE COMPACTED a TO 98 PERCENT. OUTSIDE OF BUILDING TO 95 PERCENT. p, Li • I IMPORT CLASS -B- PIT-RUN MATERIAL TO BRING BUILDING PAD TO FINAL ROUGH GRADE. 58 p cr L6 • < REMOVE ASPHALT PAVING AS REQUIRED WHERE NECESSARY TO MEET FINISH GRADES. \ �C 8 CUT EXISTING DRIVEWAYS AS REQUIRED WHERE NECESSARY TO MEET FINISH GRADES. \1 INSTALL ALL UNDERGROUND PIPING. CATCH BASINS, CONTROL STRUCTURES. ETC. . I I I • ADJUST SILT FENCES AND HAY BALE FILTERATION AS NECESSARY TO PREVENT SILT LADEN Lo • h STORM WATER FROM ENTERING NEW STORM WATER DRAINAGE SYSTEM, I I ■ �1 FILL AND COMPACT RETENTION POND USING STORED SOD MATERIAL. '- FINE GRADE AND INSTALL NEW ASPHALT PAVING. SILT FENCE J VT FILL AND FINISH GRADE ALL LANDSCAPE➢ AREAS USING TOPSOIL. mzIDGE FINISH FLOOR ELEVATION 63.00 FT. YXI m N 1 N N W ~ NOTE : CONTRACTOR SHALL CONSTRUCT A RAMP ON NORTH END OF SITE BETWEEN BUILDING / I ■ Q U PAD AND EXISTING ASPHALT PAVED DRIVEWAY. RAMP SHALL BE CAPPED WITH A / W • I SILT FENCE QUARRY ROCK SURFACE (MINIMUM 4 IN. SCREEN ). RAMP LOCATION SHALL BE RIDGE ■ ■ LOCATED AT MID-POINT (IF BUILDING PAD. ALL TRUCKS LEAVING PAD AREA SHALL m ~ BE REQUIRED TO PASS OVER THIS ROCK QUARRY AREA PRIOR TO ENTERING [IN •"� ASPHALT PAVED DRIVEWAYS OF CITY STREETS. c = Q = 58 0 :60 a EXISTING CONTURES .fl........... .. .... .62. ................... ......::: II i I I a N � . ........ ......... ...... ........ R ■ J 2 ■ O 0 ALL FILL MATERIAL TO BE CLASS (B ) PIT-RUN OR APPROVED EQUAL. ¢ I I d w STRIP VEGETATION PRIOR TO PLACEMENT OF FILL MATERIAL. `.I .1 58 I SHIELD EXIST. CATCH BASINS IN A/C PAVED AREAS WITH HAY BALES 8 FABRIC MATERIAL ■ i TO PREVENT CONTANINATED SURFACE WATER ENTERING EXIST. STORM I I w I DRAINAGE SYSTEM. ALL EXISTING BANK SLOPES ADJACENT TO NORTH AND SOUTH PROPERTY i LINE TO REMAIN UNDISTURBED UNTIL PAVING OR LANDSCAPING BEGINS. I I I ■ NO CONTANINATED STORM WATER SHALL BE ALLOWED TO RUN-QFF ONTO ADJACENT PROPERTIES. a BUILDING LINE — / 1\\\\\ RIDGE 15 5 ❑ a SILT FENCE STORM PATER RETENTION BASIN (BOTTOM AT ELEV. 56.00 FT. ) i 56 56.... ..... - ..�..�.. 77E7 u�o�u�o...... 1 NOTE: PROVIDE SWALES AS NEEDED THROUGHOUT SITE INCREASE HEIGHT OF EXIST. BERM AS REOD. TO ELEV. TO DIRECT RUN-OFF STORM WATER INTO SITE ITCH 58.00 FT. (EXIST. HEIGHT VARIES FROM 56.90 TO 57,95 ) SEE ENLARGED SPILLWAY PLAN RETENTION BASIN. _ CENTERLINE VEST VALLEY HWY ; _ . _ . _ . _ . _ . — . — . — . _ . _ . _ . _ . _ . _ . _ . _ — . — . . _ . _ . _ . — . _ . — . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ J G32 2 � W !- ~& SITE DATA ; SITE GRADING PLAN z EARTHW❑RK QUAN I T I ES ; SCALE: I IN. = 30 FT. - FILL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9,200 CU. YD . 2415 WEST VALLEY HIGHWAY CUT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.500 CU. YD. O PARCEL NO . 112104-9-0001 ER❑SI ❑N CONTROL RETENTI ❑N ; W � FAC . NO . 0024-90 J W ONPSITE RETENTION. . . . . . . . . . . . . . . . . . . . . . I ,BOOACU. FT./ACRE CRES • , pP�PEW VOLUME OF RETENTION. . . . . . . . . . . . . . . . . . . . 3.61 X 1 .800 - 6.490 CU. FT. � A P P R ❑ V E D STORAGE AVAILABLE. . . . . . . . . . . . . . . . . . . . . . 25 FT. X 430 FT. X .75 FT, = 8,063 CU. FT. DEPARTMENT OF PUBLIC WORKS SHEET NUMBER r�► CITY OF AUBURN THESE PLANS ARE AS-BUILT AND THE �?+ a 191/ INFORMATION SHOWN ACCURATELY RELFECTS � 1, ENGINEERING DEPARTMENT EXISTING FIELD CONDITIONS AS BASED ON •Al E G_ I A FIELD SURVEY OF ABOVE GROUND APPURTENANCES .7 _ 16 _Qa AS OF THIS DATE: OCTOBER 16, 1990 DATE : e APPROVED BY fow DATE - 3-2-90 90 D IO SG 2 of 7 •rTO��~'di FILL AND FINISH GRADE THIS tea` SIDE PROPERTY LINE UNDER THE WIc� PROPERTY LINE PROPERTY LINE CONSTRUCTI90N OF AUBURN PEST Nil, 1 b'y Y!• f .p ........................ . ...... ................................................................................ ............................... 63.00 63.00 .............................................................................................................................................................................................................................. 3 .......... ..........................EXISTING GRADE ........................................... ....................................................................................................................................... .------'----'---- ......'------'..... _ ---'-----"-- ...4............................ ........... .......62.00 u P5 G 62.00 ................................................................. ................ .. z 61 .00 .............�. __ ___________............................................................................................................................................................................. ...................:�. ............. .................6l .00 ......,___ _ ..___-___.....,-.,,,____ _ .................... .. .... .................... .... ...................60.00 r 60.00 FILL AREA 0 59.00 ..........................................,.,:............................. ...................................................................................................................................................................................................................................... .......................`.,......................�...... ........................ 59.00 -______ CUT AREA `-_-`____ 4 58.00 ............. ............. ................................................................................................ ............... ..�.:...>._... ............................... 5H.00 K 57.00 .............a............................ ...................................................................................................................................................................................................LUT AREA .......... .......................................... • FINISH SUB-GRADE 56.00 -".-� 56.00 4J 55.00 .............1..........................................................................................................................................................................................................................................................................................................................................4.................. 55.00 ~ 54.00 ..............I...................................................................................................................................................... ............................ ...... ................................................................................ ............... ................. .................................... ................. ...............4...............54.00 [a PROFILE - 1 - ZZ SCALE; HORIZ. - I IN. = 30 FT, B VERT. - I IN. 4 FT. O F PROPERTY LINE PROPERTY LINE 0 PROPERTY LINE CENTERLINE VEST VALLEY HWY. I CENTERLINE VEST VALLEY HWY. E%IST. DETENTION POND AREA FILL AREA 1 FILL AREA • W 64.00 ..... ......................................................................................................................................................... ........................................... 64.00 64.00 ..................... ............... ............. 64.00 63.00 ................�.. .... `............ 8 62.00 ............ ........... ............................................................................................................................................ .........I........... .............. ........... 62.00 62.00 ................. .... ................... 62.00 ________ .-- I 61 .00 61 .00 .............................. ................................................................................................. ........................................................................... 61 .00 61 .00 ....................... �............................. ___________________________________________ ..'...............,............ RETENTION POND 60.00 .............................. ...................................................................................................................................................... ..................................... .................. .. ...............4 60.00 60.00 ......................... ................ 60.00 ......... ... EXIST! •BERM...... 59.00 59.00 ......................... ...........!. . ....EXIST. BERM....... 59.00 59.00 .............................. ...................................................................................................................................4.....................,�`...... .. .. ... .....�.. . 58.00 .............................. ........................................................................................................................................4..................1�:.;, ...... ..__.. ...... 5H.00 5H.00 ............................. ........_....,...........:..J. ......... z 57.00 �`, �............ ........... ......... .............................. .........................................................................................................................................................................-......__ .......... ....... .......:......'............................ 57.00 57.00 ....<:_...........4.......... ....'....... .. ____________________ __._------__________„ .. .. ....•��• 56.00 oa 56.00 .............................. .......................................................................................................................................................................................................... - %.......� 56.00 56.00 .............................. •�......`. 55.00 .............................. ............................................................................. ..........................................................................................................................................�...............:............ 55.00 55.00 ................................ .........�............................. 55.00 DITCH TO PONDING AREA m 54.00 ..............................4................................................................................................................................................................. .................. ....................................1...............4............ 54.00 54.00 ..........................................I...............I............. 54.00 m m Z W H PROFILE - 2- PROFILE -3- < W SCALE: HORIZ. - 1 IN. - 30 FT. B VERT. - 1 IN. 4 FT. SCALE; HORIZ. - 1 IN. 30 FT. 6 VERT. - 1 IN. � 4 FT. im N I••1 m P i �6 FT. 4 FT6 FT----I _ ¢ X J N W EDGE OF EXIST. A/C PAVING 6 IN MINUS CRUSHED ROCK SPILLWAY i o0 Q i aw I 12 IN FREEBOARD I EXIST. A/C PAVING 6 IN. MINUS CRUSHED ROCK SPILLWAY -------------�` 9 IN POND DEPTH ' FLOW LINE a I SPILLWAY ELEV 57.75 FT 1 A CROSS SECTION -A- _ SCALE: 1/4 IN. I FT y M G-2 41 BOT. OF POND ELEV 56.00 FT \ O STORAGE WATER LEVEL 56.75 FT J Z S11 \ SIMI TOP OF BERM ELEV. 58.00 FT \ W 9 4111 H W EXIST. CATCH BASIN RIM ELEV. 55.30 FT h EXIST . ELEV . 55 . 90 FT 2415 WEST VALLEY HIGHWAY PARCEL NO . 112104-9-0001 W FAC . NO . 0024-90 O~ J g EXIST. CONC. WALK EXIST. CURB CUT d Mi` A P P R 0 V E D � = le�'t DEPARTMENT OF PUBLIC WORKS SHEET NUMBER CITY OF AUBURN THESE PLANS ARE AS-BUILT AND THE Ef,/ qO G - � INFORMATION SHOWN ACCURATELY RELFECTS ENGINEERING DEPARTMENT "!S�„w�_r` EXISTING FIELD CONDITIONS AS BASED ON 1 A FIELD SURVEY OF ABOVE GROUND APPURTENANCES 7- 14, -40 ENLARGED SPILLWAY PLAN AS OF THIS DATE: OCTOBER 16, 1990 DATE : SCALE: 1/4 IN. • I FT. APPROVED BY ; A�m/ / h DATE - 3-2-90 SOD 1086 3 of 7 UT IL I TY NOTES � m�""'••*. I. ALL VORKMMSHIP AND MATERIALS SHALL CONFORM TO THE CITY CIF AUMM'S REWIRENTS AM SPECIFICATIONS. NOTES APPLICABLE TO WATER LINE SYSTEM 2. STANDARD SPECIFICATIONS SHALL BE 1981 APVA AS MODIFIED BY THE CITY OF AUBURN. INCLUDING ABIMNN'S STANDARD DRAWINGS. 40. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICAIIM A-21.51 OF LATEST REVISIONS Am SHALL BE N A 3. A COPY OF THESE APPROVED PLANS SHALL BE M-SITE DURING CONSTRUCTION. THICKNESS CLASS 52. PIPE SHALL BE CEMENT-LINED. IN ACCORDANCE WITH ANSI SPECIFICATION A-ZI-I OF LATEST F' 4. PPE-CONSTRUCTION MEETING SHALL BE REWIRED PRIM 10 ANY ON-SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECT. REVISION. S. ONE-CALL (1-BW-424-SSSSD FM UTILITY LOCATIONS (VATER. SANITARY SEVER. STORM SEVER. GAS. POWER. TELEPHONE 41, ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42'). 'R' ST. MID TELEVISION). 42. ALL VALVES FOR WATER LINES SHALL BE RESILIENT WEDGE GATE VALVES FOR TVELVE INCH (12') Am SMALLER. BUTTERFLY rc 4 6. DURING CONSTRUCTION. CONTRACTOR SHALL BE REWIRED TO CONTROL M-SITE STORM WATER RUNOFF BY USING TEMPORARY VALVES SMALL BE USED WHEN OVER TWELVE INCHES (12'1. "S EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT LADEN STORM WATER SMALL BE ALLOYED TO DISCHARGE INTO THE 43, JOINTS. EXCEPT WHERE OTHERWISE REWIRED OR SHOWN ON THE DRAWINGS, SMALL BE EITHER MECHANICAL BOLTED TYPE, ON a THE CITY W AUMURN'S STORM DRAINAGE SYSTEM OR ONTO ADJACENT PROPERTIES. PUSH-W RUBBER RING GASKET TYPE. CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. M 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 44. PIPE FITTINGS SHALL BE DUCTILE IRON AND SMALL HAVE THE SAME KIND OF COATING. LINING Am STRENGTH AS THE PIPE V S PALLY Y TRUE ELEVATIONS AM LOCATIONS SO AS TO AVOID DAMAGE ON DISTURBANCE DURING CONSTRUCTION. TO WHICH CONNECTED AND SMALL CONFORM TO ANSI SPECIFICATION A-21.10 Am A-21.11 OF LATEST REVISION. w o S. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT. UN TIMM EDGES. ALL JOINTS BETVEEN THE 45. HYDROSTATIC TESTS M THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE 'PROCEDURE FOR WATER-PRESSURE t= NEW AM ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-I I. TESTING WATER LINES' AND THE LATEST PROVISIONS OF AVVA C-600. EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT ` m 9. THE CONTRACTOR SMALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS. AS SHOWN ON THE PLANS OR AS AFFECTED BY NECESSARY TO MAKE THE TEST SMALL BE FURNISHED BY THE CONTRACTOR. AND THE CONTRACTOR SMALL CONDUCT ALL TESTS y CONSTRUCTION. PER THE CITY'S STANDARD DETAIL. UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SMALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED .� 10. ELECTRIC AM TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES UNDER THIS CONTRACT. INCLUDING ALL CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. � s (SEVER. WATER, STORIII OF FIVE FEET. 46. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REWIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINES AND SHALL Fn BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AVVA C-601. 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SMALL BE DONE UNDER THE DIRECTION OF A LICENSED� 47 INSTALLATION OF CORPORATE STOPS. WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS.� VALLEY FVY. S.R. 167_ LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL ENGINEER. SERVICES SMALL BE A MINIMUM 3/4 INCH TYPE K COPPER TUBING ON GALVANIZED PIPE. THE CITY OF AUBURN WILL INSTALL 12. DURING CONSTRUCTION. ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SMALL BE KEPT CLEAN Of ALL MATERIAL DEPOSITS THE METERS. THE CITY VILL INSTALL SERVICES FROM MAIN LINE TO THE METER VIEN THE EXISTING VATER LINE IS IN RESULTING FROM ON-SITE CONSTRUCTION. AS DIRECTED BY THE CITY. AN EXISTING CITY STREET. VI C N I T Y MAP 3. CERTIFIED AS-BUILT DRAWINGS ARE REWIRE➢ PRIOR 10 PROJECT ACCEPTANCE. REFER TO 'CERTIFIED AS-BUILT REQUIREMENTS'. 40. BLOCKING FOR VERTICAL AM HORIZONTAL BENS SHALL BE PER CITY ON AUBURN STANDARD DETAILS. MW- 14. WHEN UTILITY EASEMENTS ARE REQUIRED. THE MINIMUM WIDTH SHALL BE FIFTEEN FEET (151. DEPENDING ON DEPTH AND 49. CONTRACTOR SHALL OBTAIN ANY NECESSARY VATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTR. •E NOT TO SCALE LOCATION. AND NO PERMANENT STRUCTURE SMALL BE CONSTRUCTED WITHIN A DISTANCE OF TO FEET (101) OF SAID EASEMENT. Fi 50. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY ON EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAYING IS I5. THE CITY O AUBURN HAS ESTABLISHED TYPICAL TRENCH EXCAVATION AND BACKFILL DRAWINGS TO BE USED FOR THE COMPLETE. INSTALLATION OF UTILITIES. REFER TO THESE DRAWINGS FOR DETAILS BEFORE STARTING CONSTRUCTION. 51. WHERE THE UNDERGROUND SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM A SEPARATE AND DETAILED PLAN MUST BE 16. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORDINANCE. SECTION N0. 1B.50. SUBMITTED AND APPROVED PRIOR TO INSTALLATION BY THE FIRE MARSHAL. 17. FOR MH 1 CO RIM ADJUSTMENT. MAXIMUM ADJUSTMENT WITH BRICK OR RIMS AM CASTINGS SMALL BE FOURTEEN INCHES (141) WITHOUT ADDING NEW SECTIONS. 16. ALL MANH)OLES AND CATCH BASINS IN PUBLIC RIGHT-OF-VAY M EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAYING. NOTES APPLICABLE TO FIRE HYDRANTS 19. ALL CONNECTIONS OF SR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTORS. OR APPROVED Ny EQUAL, 52. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN STANDARD DETAILS. 2U. THE MAXIMUM LAYING LENGTHS SHALL NO EXCEED TWELVE FEET SIX INCHES (IZ -6'I FOR SON 35 PIPE. 53. FIRE HYDRANT FEED LINES SHALL BE INSTALLED AT RIGHT ANGLES TO THE SUPPLY MAIN IN CONFORMANCE WITH THE 5-1/4' 21. BODING FOR PVC PIPE SHALL BE 510 IN. MINUS CRUSHED ROCK FOUR IN. (4') UNDER TO SIX IN. (6') MIN. OVER PIPE. MVO HYDRANT SETTING DETAIL (CITY STANDARD DETAIL). Z 22. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/0 IN. MINUS CRUSHED ROCK, SIX IN. (6') UNDER TO SIX IN. 54, HYDRANTS SHALL STAM1 PLUMB. SET TO FINISH GRACE WITH THE LOWEST OUTLET BEING NO LESS THAN EIGHTEEN INCHES CIO-) C3 MINI" OVER THE PIPE. FROM FINISH GRADE. AND A CLEAR AREA AROUND THE HYDRANT OF NO NO LESS THANTHIRTY-SIX INCHES (36'). ELEV. 59.50 FT. AT C.B. •2,•3,-11.02 1 •14 (PONDING LEVEL) y ELEV. 62.00 FT. AT C.B. •5.•6.•].•3 1 •9 (POmIN VELD 23. ALL PIPE TRENCH BACKFILL MATERIAL SMALL BE CLASS 'A' BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 55. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS AND BE READILY ACCESSIBLE TO ANY FIRE VEHICLE FOR FIRE FIGHTING H LT 25 YR.VS BUILDING FINISH FLOOR LEVEL 63.00 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-OF-VAY SMALL BE 5/B IN. MINUS CRUSHED ROCK WHEN CONNECTION IS AND PUMPING CPERATION. PERPENDICULAR TO THE CITY STREET. 56. LEADS FROM THE SERVICE MAIN TO THE HYDRANT SHALL BE NO LESS THAN SIX INCHES (6') IN DIAMETER AND MY LEAOS OVER 14I 6 IN FIFTY FEET (50') SHALL BE NOT LESS THAN EIGHT INCHES (B'). ROUND SOLID COVER MARKED (➢RAINI OR C,B. CASTING 57. FIRE HYDRANTS SHALL BE INSTALLED ON EIGHT INCHES (B') DIAMETER ON LARGER DISTRIBUTION SUPPLY MAINS. 8 r WHEN STRUCTURE USED FOR SURFACE RUNOFF NOTES APPLICABLE TO STORM SEVER SYSTEM 58, FIRE HYDRANTS SHALL BE INSTALLED AT A MINIMUM SPACING OF 600 FEET ALONG STREETS IN SINGLE-FAMILY ZONES AND noy ADJUSTMENT BRICK (4 IN MIN., 12 IN MAX. ) FEET IN ALL OTHER ZONES (M-SITE HYDRANTS SHALL BE A MAXIMUM OF 150 FEET FROM FURTHEST POINT ON BUILDING). 4`1 25, PIPE FOR STORM SEVERS SHALL BE SIR 35 PVC WHEN PIPE COVER EXCEEDS THIRTY-SIX (36') INCHES. CONCRETE SEVER PIPE. 59. EASEMENTS SMALL BE A MINIMUM 7-1/2 FEET EACH SIDE OF ANY HYDRANT. J SON 21 PVC. OR DUCTILE IRON CLASS 52 CAN BE USED WHEN APPROVED, AND PRIMARILY FOR OVERSIZING PIPE OR DEEP OR K SHALLOW TRENCHES. 26, SIX IN. (6') EXTRUDED CURB IN PARKING BUMPERS SHALL BE REQUIRED MGM ALL M-SITE PAVING AREAS. WHERE PARKING OFFSET TOP SLAB VILL BE ADJACENT TO A STREET. A SIX IN. (6.1 EXTRUDED CURB IS REWIRED BETWEEN ALL ABUTTING PAVEMENT AND e LANDSCAPED AREAS. CONCRETE CURB/GUTTERS SHALL BE USED IF COBS ME USED FOR STORM WATER CONTROL. J t ST GAS. STEEL LADDER STEPS 27. TIGHILINE ALL DOWNSPOUTS TO CATCH BASBINS WITH MINIMUM SIX IN. I6') PVC AT MINIMUM 1/2 SLOPE. O w 29. CORRUGATED METAL PIPE (CARP) SMALL BE GALVANIZED WITH ASPHALT TREATMENT NO. 1 ON ALUMINUM AND STALL BE A MINIMUM o ,• SIXTEEN (16) GAGE FOR TWENTY-FOUR INCH (24') DIAMETER AND SMALLER PIPE AND A MINIMUM FOURTEEN f141 GAGE FOR y �-1 THIRTY INCH (SOFA DIAMETER AND LARGER PIPES. WITH RECORRUGATED MS. JOIN COUPLINGS SHALL BE TYPE 'D' WITH J , N PVC SIN lULE 40 IAP NEOPRENE GASKETS AND CONIECTIONS TO MANHOLES AND CATCH BASINS SHALL BE MORTAR JOINTS. CHIP PIPE SHALL ONLY BE O N ^yl U HTSED ON PRIVATE PROPERTY FOR THE PURPOSE OF OVERSIZING PIPE FOR UNOERGROOm STORAGE VHIC E PIPE COVER EXCEEDS CL 150 A/C COUPLING EIGEEN INCHES (IB'). m m N N TRANSITION GASKET SHORT NIPPLE LUBRICATE BOTH EMS Z mm NOTES APPLICABLE TO SANITARY SEVER SYSTEM W N. PVG(N) PVC SCULE 40 EE HALL � 8 IN. PVC.�S� 29. SEVER LINES S BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRA A WINGS D SMALLOT N BE CHANGED VITHWT O V IZ I V/RVBB CITY APPROVAL. GASKET OINTS- 30. SIDE SEVER SMALL BE INSTALLED FRO THE CITY SEVER MAIN TO MINIMA OF FIVE FEET (5') BEYOND THE PROPERTY LINE AND Ld SMALL BE A MINIMUM SIX INCHES (6') IN DIAMETER WITH A ONE PERCENT (IXI MINIMUM SLOPE. e 31. SIDE SEVERS SMALL BE INSTALLED. WHERE REWIRED BY THE ENGINEER. USING COMMERCIALLY MANUFACTURED TEES AND SMALL ~ I.E.north • 54.NO FT. (S IN. PVC) BE PLUGGED WITH WATERTIGHT PLUG. ALL JOINTS SMALL BE APPROVED RUBBER-GASKETD JOINTS. (THE LOCATION OF THE Nn9rth • 0.74 CFS AT ELEV. 5A.W FT. I.E.s9Yth RAO FT. (K IN, PVC) SIDE SEVERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4. FOUR FEET (4.1 M ➢south 2.17 CFS AT ELEV. 50.40 FT, .z. LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'), THE LOVER ENO SHALL HAVE A B X 4 CLEAT NAILED TO IT Q RUBBER GASKET PLO Y/ONFICE TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (I'I SMALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH U m AT BOTTON OF CM TO THE SIDE SEVER ON TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. ) IN ADDITION. THE LETTER 'S', TWO CIA •q 1/e IN. AT NORTH m_ INCHES (2'1 NIGH, SHALL BE NEATLY IMPRINTED IN THE TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE m CONTROL STRUCTURE THE SIDE SEVER LOCATION. m DIAL 6 IN AT SOUTH 32. LOCATION OF SIDE SEVERS SHALL ONLY BE CHANGED AS REWIRED DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTROL STRUCTURE CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ME DETERMINED. Q N 33. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEVER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. T A ' i w 34. IT SHALL BE THE EXISTING UTILITY RESPONSIBILITY TO INSURE THAT NO CONFLICTS OCCUR BETWEEN SANITARY SEVER LINES Am 1 PROPOSED ON EXISTING UTILITY LINES DURING CONSTRUCTION. m z DETAIL _ • _ 35. UNLESS OTHERWISE APPROVED. ALL RESPONSIBLE FOR 7P EXISTING SEVER MAIN VITA NEW TEES SHALL BE GONE BY PCITYAVEMENT OF AUBURN. m THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE INSTALLATION. TRENCH EXCAVATION. BACK FILL MID PAYEMEM r RESTORATION, a w SCALE: 3/4 IN. v 1 FT. 36. TEN FOOT (10.1 HORIZONTAL SEPARATION SMALL BE MAINTAINED AS A MINIMUM BETWEEN SEVER AND OTHER EXISTING OR PROPOSED UTILITIES. 37. ONE FONT 11') VERTICAL SEPARATION SMALL BE MAINTAINED AS A MINIMUM BETWEEN SEVER AND OTHER UTILITIES WHEN A CROSSING OF UTILITIES OCCURS. IF ONE FO07 (1 ') MINIMUM IS NOT POSSIBLE. THEN A SAD CUSHION SHALL BE PROVIDED AS DIRECTED BY THE ENGINEER. 30. PIPE FOR SANITARY SEVERS SHALL BE MR 35 PVC WHEN PIPE COVER EXCEEDS THIRTY-SIX INCHES 136'). REINFORCED CONCRETE SEVER PIPE. OR 21 PVC. OR DUCTILE IRON CLASS 52 CM BE USED WHEN APPROVED, An PRIMARILY FOR OVERSIZING PIPE AND DEEP OR SHALLOW TRENCHES. 39. M OIL/VATER SEPARATOR VILL BE REWIRED TO CONNECT BUILDING FLOOR DRAINS TO THE SANITARY SEVER. 9 IH. CWMTED TXILTIESS NC PAYING fl IN. COOCK iNIN. ESS MD M CInIMp ImCk(3/I IN. MIWiI MO . TYP. GONG. CURPv 56CT. - � a A W d D D p p B oav � a aL, a 1 corAim lu-waE TYP. A/C PAYING SECT . 601 w � NF Z o ~ J : 4c 2415 WEST VALLEY HIGHWAY lyil O PARCEL NO . 112104-9-0001 13 W FAC . NO . 0024-90 J % N �~ F A P P R ❑ V E D lEhl ~ DEPARTMENT OF PUBLIC WORKS SHEET NUMBER THESE PLANS ARE AS-BUILT AND THE .t� .9pe : CITY. OF AUBURN _ INFORMATION SHOWN ACCURATELY RELFECTS '•�, ` ENGINEERING DEPARTMENT `- EXISTING FIELD CONDITIONS AS BASED ON l D A FIELD SURVEY OF ABOVE GROUND APPURTENANCES - AS OF THIS DATE: OCTOBER 16. 1990 1 . DATE : 7-l6 - 40 APPROVED B.Y :Lhy� DATE 90 D 108G 5 of 7 t" s . f W 6 -60 FT. 0 IN. IH60 FT. 0 IN. --} •i t UTILITY L CROSS-USE EASPN T. UTILITY E CROSS-USE EASMN'T.440 FT. 89 FT.120FT. .a�taQ` R. 1! IX. PYF 11AM pMp I '• EXIST. TYPE II CONTROL STRUCTUREI M-1 ZONING I n I T i P, RIM ELEV. • 61.50 FT. ¢ �Tii.� W IFICE SIZE 1-1/4 IN. I ' y�jq)IN m I g F•k!w R .. ' =r. FI1E Hw SCHUCK 'S AUTO SUPPLY J GATE MLVB- _ ➢lP I m ; 4._.. .. .. YR1LlI IPW�Tie!'P1zRl.lif6lT9 !'P'I�J9'1"�.�JPI�/I Imo_ .-. ..- .. - . ..- .. /I' ey L- i /�- I GATe VAW EXIST. Flit HYD. / [IIItI TYPE f C.•. , V. SMI. !AIL. ` / !p ELLY. 61.N n. 1 4. OAST. I p. P W DIP II ! 6E� Z 1MTq INp L� • / 12 IN. tMPIM TEX - 12 IN. X H CAL 12 IN. iAPrIM TEE ' IY IN. % Ip REPAIR J I/ RIMSPETYPE 1I4i R. R[puc 71..IC. INIUSI RLOIG"(IK Ap REDUCER Fe IN pTAtR XI n I n w%YSE UIYA. iXNSi RON` 11 - r 'D I II i - -EN1ST. TYFE I C.•. '` EXIR. lYP[ 1 C.S. ST. tRE I C.S. 1 ' RIM ELN. f1.W R. air.U . A I e.g.0 RIM OLY'. 61.4t R. _ �_ i1 RIM [llY. 61.N R. •• .. ii 11 " 11 RtM [lp. 61.E. R. 1I .?ENDING LEVEL 62,00 FT. n I 11 �.. _. L••■••�• _ ••E■6•• • EE•■'I••nw■•s •■ 'FC'r1*n+•••w•• OL- i,i0-_NItkdi=l■»t" _ i➢E•••rr�E■�InE ••6v ••�••�•• �Jr�}_�- (((777 111 I rua . • uX� o (q ( 1 E- I 'm L.F. lY IX. PYC PIPE - I !w L.0. 1Y IN. YC PIPE ( I 100 L.F.;; 1 IN. PYC PIPE ISo L.F. IE IX. P C PIPE Im L.(. 1R IN. PYC PIPE ( 1D - i I ' ii ii1 11 __ '9{�'"_'' _ _________ o I} ''' + � ROOVE Exnt. Pwfi it ii JJ I �� ua L.F. • p. rve rfrE p. c.o. • fx c•o� __ __ _ ________________ L.F. . rve rlrt �• s M. C.o. _- � � _■ ii : O 1x lx.x a 1x RE➢VCEn • I ii • p. c.p. F.•.aY.So FT ■. 5 y CONNECT p Hey FSTENSIO ii y - - - - - - -- r.E.ax.W n. EXm. FIRE MD. .. . . ii: 6 IN. OOOLW WT MIN LINE 9�( �a qae.� . I 6 • IX 6 Ix. PC pOYNSPGl15 JI 6 6 IX. PC pP"YPAR 6 [X. PVC p01MLPNf 6 IN. PC Bm.,X, L. IN. me ppIMYwT L. IN. PM CAMCS,I a IN. PC pMIYARt I -iP I Q F.G.6 (.IVi+ ' GI y 6 IN. PYC 8 IH. nC 6 IN. PYC a IN. PC 6 IN. rVt 6 to fM, DIP MINN.p MIN CO N. C. nx y mmisp IN[x 19E NSIN tY C15FOR N rt EXlsr. a p. PIyC tIN �1,�'-r _ DM N SY CNO. Sl SEE NOTE NO.EQU 51 FOR I -----x-_I-_- + � f. IN. PC pW4MP.R SEE NQIE NO. 51 FOR SPECIAL REQUIREMENTS PI SPECIAL REQUIREMENTS A'r J93? i �--- • I Z. ------ NEW TYPE I C.B. I -I - : : Z (� It ii L RIM ELEV. 9Rw STA.3N52 Q ii - Y.E. fE 1 : 1' Y N C.F. ii • IN. AIC MYINfi i a I"' PC yF 65 I 1--1 l 55 " e ■ �+ � M1'. 6 p. rvC fxf (.6.W.W 1 581 i p. PAC OOYXROIIt ` ' � �•B•" ;� fn V• I1F.6ar.W n. ■ S+ I IX. Pu rlrE ..-.. a IN. C.M. E •I .. • yl ■•' W I I �d i BBII ii 1 EXIST T. I C.N. RFn AD"'Y F.6.Se.W FT. M 6 '� '^ x�.N Q " IEY I E. Ip66 . A� ; •, Pi-EO RIM I R. .Ri A i z El Y VA.z.Sa '� 5 C3 I I ii ii LIX a Rx. SN. ma mo I25 R 1 S a FT lXlil. 6 IN. PvcI RII r I $ SL�J O N O N EI ��ROVIDE A5:- UILT a IN. PC Z L ATIQN OF ALL:SEVER e a p. rve pDYNP•IT I I __ �- 'i d M I 42 ST B L�GCCATIONS NOT USED. ` �Y - J ;' O NI ii I i I q_= i1 ___=caz~ At No uE�1 I Y. FIRE HYD./CITY OF �. ;; ;;^ . 9 AUBURN ORO. 4034 �• I ii ii� ; \ E.. I • " 'ii ♦ ,I i Z Z ii �� I pR0 1JEW TYPE: ]E c,F3.(CO/IlAOL STIlVCTllR6) �' u .. I In epg� ii F ~ i1 ii° I RIM C ELEV. 99* FT. F - >&g ;"• lii I v i' y °� I.E (U) 9R.31e FT. 4 I . A y IE) ry {�r�[.i Q U • IN. C.O. I IN. PC FIN. FLOOR ELEV. 63.00 FT. RED�� I/D-2 I \ u L.F. •7X. PVC PIPE ../ i1 "�� ��y W [B•T._ 6 IN. PC opxrvwT C NOTE: IF FL. DRAINS ADDED TO BLDG . , CONNECT TO SAN. SEVER THRU OIL/VTR. SEPARATOR �;� ` 1 }� ' � ~ze LSCI[Te T1Rsl I I R ; �� 10X 10X6MJ TEE f� 11 R g V/CONC. THRUST BLOCK Lf I EXIST. TYPE I C.9 m TYP PONDING LEYEL 88.�50 FT. I IINST&kILIQILOT II1,1� ' yY I.E. ISI 54.46 FT I( i, R IN. D(ARISPOO LINE Q Yi i' I p P i 'l. it m SEE H I I `E' L+i 11 IXI b p. PC SfN Ry01 SEU•125 FT1 6 p. C.O. N 1i z r i!' ,'I1r, N L.F. GIN. rvC PIPE 4 IN. Sp01 LINE Z L� .m.' ;'\-_ _ I ��-' iD EEtiT. rn■ I .6.W.w R. 1. f•1.7��/tyl ~- NEW NEWLRIMIELEVR EXFB. T2ELOCATk'D. 0 41 I� \` ' Ism. m.w R• [YussYl a p. rvc ppxswi 6i . LE. CE r IM) TO M<'TC N Cx1ST, PIPE. x N C40i1 >; STA.I Ir7 "w oo O $I 1 ,I 1 5� 50 it o io 1 /1 6 Ix. PC I ; ICJ. 58•c� O_Puz­i. .fW �n. 5 N .............. ...W. L.Y a IM'NC PIPE .................................................................................................."1 t; ...... S ...... 6 ................................................................................. a YS ii'; apA .............�'. a IN. PC pDMRPWR ..........................._..................................... ,(.11 I i Y' ...... 1P'YTPE' ................... S8 � I IEv uM acY w.+p R� 1 � LE. +.•6 R. •I r? SB W . p. rvc 11 ii ^11 I a b p. PVC ➢COSPOIR \ii I I IIy� (.D.W.W R. ■ II .11 ' ��1 I • NEV 1-1/2 IN. VTR. SERVICE �r F.G. 58,50 FT.6. SOFT. ; x.0 4• ...... PVC SUN PC 6 IN. PVC 6 tH. PVC •... . ' 6 [H. PYC OpNSPNTS 6 p' PYC OOM@WIS f 1". PC OOY"CPPIIS I �' I I '1 IN. PYC pOYNEPQIi BIN. PC ➢ONIPGR 6 IN. PV[ GWXSPWT 6 1N. PVC DD1SPWi " EXIST. TYPE I C.B. ' • 'ii , W_ �idlkEd°5•S4'h. n1',y J- ftl" ELEV. SS.SO R. • ' E%]ST. TYPE fi CRRRR STR CTURE ~ 1 F.6.R.W f.6.W,w rt. I.E. A.86 R. 11 I ` S r (,e,W.W FI. IM L.P. a IN. rvC PIPE 220 L.F.B"PVC PIPE RAISE QIM ELFtY. 1" ''mi---^ \ '; RIME.ELEV. SS.E4 FT. •Zj SdE'k.P4f•"➢9Fm ID.T00 '� ®" C.O. f 1 IIINGLE2CATCH BASIN TO S EO ii i I THIS STRUCTURE SERVES WAY AS A M E%IS1 TYPE II NANIIOLE ]( 6 IN. [.G. F'6'iB'w n' ' ii [] Rtn ELEV. W.SS R JrTPFASORM FI0.E1�-2E VIQTME6TN.TDIA. WICK STRIICTLRE EXIST. TYPE I 'S:." j is 1 ■ •� J H I.E.[ 50.q R 11 I ' (A1 �� 'i I _ _ 1 ., RMN. SCn.SO' _ ■ F■ M s T N L.F. EXIST. a IN. rvc PRE q_mv a__ _ . .... I . .......... _ - ' ............... ........ ..................... .. ................... ......................_.................... ............................ _..� a 3.�o.R .........:. N. 01 DE0.10 NIN.41 SEC. E. (M.S0 FT. 1 .. .. .. ..6�..�..�...SM A.�..�..�..a�.. �... ; . 1 J 'L. F.G.s5.90 FT. Y�CRY STREET LIGHT I „ ITY STREET LIGHT EXIST. CURB CUT TO BE REPLACED V/REV CURB VALN SEC. N L.F. fXIN. le p. KC PIPE �EXltf. SN SERA XIN.LE e■. .Y NEY SMIN PIT IN. IMISATIM MRFR ii �EXIR. iT.N MIN!Ille•EXE 18 L.F. at". IE p. PC lIPC 1� F■ ,_ME IN. D11. VTR. IEIER � IXIR. M. S[YEX 11••6P H Exxv. IQ M. M.5 POP TIE INTO IXIM. S IN. VTR. N L.F. EXI#. a IN. PC PIPE '�OWST. IQ p. CL.W pR M. Mix LOOP L6 I MIN STUB VITHIN ES'MNT. gii - , - , IF y CENTERLINE VEST VALLEY HVY . - WEXIiT. 12 IN. M.0 DIP YATES MIN W IXISI. 6 p. DIP VIA. MIN S[W � � � � -- . � � � 1 EXIST. S.D.Y. ----`"- Holm. 12I". pR vATa MIN M-1 ZONING Z =__=_ax:=_ / ___ SITE UTILITY PLAN - - f EXIST. FIRE HYD. Z ■ff■ CITY STREET LIGHT N.E. 1/4 MSSE SECTION 11 ■RRI SCALE; I IN. - 30 FT. 0 BUE�CMARRKMSSCITY OF AUBURN ESO-H ELEVATION 56.OB R. •"• EXIST. FIRE HY➢. SBYoo - H6 SVIAT .ov/.rr- E<rvnr.o.,., I 2415 VEST VALLEY HIGHWAY hO/ic/9 YP PARCEL NO. 112104-9-001 W J FAC NO. 0024-90 A,,, J yJPEw I s f � A P P R 0 V E D 116 = ti 4` DEPARTMENT OF PUBLIC WORKS SHEET NUMBER THESE PLANS ARE AS-BUILT AND THE CITY OF AUBURN INFORMATION SHOWN ACCURATELY RELFECTS ENGINEERING DEPARTMENT EXISTING FIELD CONDITIONS AS BASED ON D- 1 $ A FIELD SURVEY OF ABOVE GROUND APPURTENANCES *t AS OF THIS DATE: OCTOBER 16. 1!2 DATE: 7- f6- 90 7SMMAt ee x�•"��� APPROVED BY: IK.Le/ �.an..Gt-.�.A+QO DATE - 3 - 2 - 90 90 D 108G 4 OF 7 Lu V� - Wi C' f C a H 1 ISDYE e.EY MIX ` �.FD. M. D.I. II �'FD.IIE M. P1'C I I i A ill 10 1 El@C T I 5 A I I� / I �'it:Y}z M. PYC i 1 $r✓:EIII'e.��Vx."'" 1 4 11➢PE O.R IX. RT O 7 N N �obt`e.gitx. PNc W AUBURN PEST N0. 1 � FIN. FL ELEV. 60-62-66 FT. I ; Ii '\ IIIPE'6:5{Y M.P1'C 6 A I I ' d w 1 1 I I y z N F IN.P C 1 / 1 a tt:l6S IN rvc -_- -- IIR[' z M. Prc/' 1 -•-�` e.ti -------864.56 FTC-- t I __�_-��� �x.Y. 1/w. Ysc`uii 1i om m�a D ' m m ' 'S4 L 405.96 FT. 3 2 i'1 1 clicnnol - /�AI'�x II]I`[ e.RI91. PYC t1s L.F61 PYC A nrr 6.li IN.PYC F Y IN. PYC 5 YFe. M. PYC 4 n / � A SS I I O U Y 6 L 1 Q. z1y L / 1 �g `` E IN. PYC ffdY.0:5Y2 IN. MC SLIDE O:St: i ! M. IlC �M. WC � `� {J 1 ; 1 1 � I/ 1 -- 9 1 Q " m Lj STORM DRAIN CONTROL DATA = I [ i '��11a ROJECT REF.WK TYPE SIZE RIM ELEV. INLET I.E. OUTLET I.E. ORFI SIZEE VOLUME < AUBURN VEST NUMBER ONE PROJECT A A i I-C 24 IN 55.30 FT 53.49 FT 53.39 FT ii N 1 B ,�-L IN fb.$OR 53.10 FT Sd.00 Z I -C 24 IN SB... FT 54.46 FT 54.36 FT 1-C 24 IN 61.54 FT 55.84 FT 55.74 FT a 1 1-C 24 IN 62.50 FT 56.62 FT 56.52 FT S IN Prc F 5 2 I-C 24 IN 65.00 FT 57.85 FT 57.75 FT i `a.s� EeAtq i czwi B 3 II-C 48 IN 65.00 FT 58.55 FT 58.45 FT 2.50 IN 1771 C.F. 63.90 FT 63.50 FT 7 4 1-C 24 IN 65.00 FT 59.15 FT 59.05 FT 1125 C.F. N M, pNC // -4LE-� ! AUBURN VEST ND. 2 m 8 6 1-C 24 IN 66.40 FT 63.90 FT 6 .50 FT Bly E`D.9i 7 m 9 7 1-C 24 IN 70.40 FTI 67.90 FT 67.50 FT A� / j FIN. FL. ELEV. 62.50 FT. 1 10 8 1-C 24 IN 61.50 FT 57.60 FT 57,50 FT 653 C.F. aW 11 9 I-C 24 IN 57.50 FT 55.39 FT 55.29 FT 1667 C.F. (yam SCHUCK 'S AUTO SUPPLY [ 1 12 10 I-C 24 IN 57.50 FT 54.79 F7 54.69 FT 1667 C.F. BNNN C II II-C 48 IN 57.50 FT 54.19 FT 54,09 FT 3.78 IN 1667 C.F. FIN. FL. ELEV. • 66.00 FT y r 13 E 1-C 24 IN 56.20 FT 53.60 FT 53.50 FT I250 C.F. .�, 141 F I I-C 24 IN 54.74 FT 52.51 FT 52.41 FT 1467 C.F. 1 J 1 ➢ G II-C 48 IN 55.47 FT 52.26 FT 52.16 FT / _- -4➢s� j I I H I-C 24 IN 55.24 FT 52.51 FT i 1 Y AUBURN VEST NUMBER TWO PROJECT O M. F ]5 12 I-CI 24 IN 58.00 FT 65,04 rT 26'IbC.F. J 1 i8k ;:➢l ! 16 11 I-C 481N SB.00 FT 54.56 FT 54.46 FT l�l(514 'I,Z77-.F. A"B 17 10 I-C 24 IN 58.00 FT 55.00 FT 1350 C.F. N f I j I 18 9 I-C 24 IN 61.42 FT 59.07 FT 1000 C.F. 19 8 I-C 24 IN 61.54 FT 58.74 FT 58.64 FT 1000 C.F. �� -- _.'- -_--- -- I 20 7 I-C 24 IN 61.54 FT 57.44 FT 57.43 FT 1000 C.F. LIN 1 , 21 6 I-C 24 IN 61.54 FT 57.19 FT 57.09 FT I000 C.F. -al 1 i �I 22 5 I-C 24 IN 61. FT 56.72 FT 56. FT I000 C.F. I- y E 4 C 24 IN .50 s0 FT 56.35 FT 56.15 15 FT 3,eo ,.4 1000 C.F. a 3 I-C 2/ IN 59 58.00 FT 54.35 FT 54.25 FT 26OG C.F. IN. PXD j j 24 2 I-C 24 IN 58.04 FT 53.58 FT 53.48 FT 2600 C.F. Bly ! y ''"" 25 1 I-C 2INNN 4 IN 55.72 FT 52.04 FT �i .6:z4 [x. rve kBP�'6:Y11 I"' ""` � �„ R f1 i ><:{e`a.l:�ftxrv` F n II-c 48 IN se.ss Fi so.1s FT sa.05 FT 6 �u. Li j IICIY ;� I M "S I SCHUCK'S AUTO SUPPLY (A p ; E it 2 ® , pIXiyln.F n.n. 26 6 I-C 24 IN 61.50 FT 56.95 FT 56.85 FT 2292 C.F. D,• Prc I ©� ii 2 7` Dss�s' rvc 27 7 I-C 24 IN 61.50 F7 57.40 FT 57.30 FT 2292 C.F. 1 W - s' ! I 28 B I-C 24 IN 61.50 FT 57.80 FT 57.70 FT 1917 C.F. v- 1 IL� �li� - - ---- Y: ,y Y - -- �.������������� FTr-����----����������--��-�����--- ��--�--�405.8/ FTr����� ----�-- ----���� 29 9 I-C 24 IN 61.50 FT 58.20 FT 58.10 FT 1500 C.F. J N ltk'o:SY M. rvc �'o: Y :x. nc 30 9-A I-C 24 IN 59.90 FT SB.30 FT i I INFO ONLY G 10 16 24 IN 65.00 FT 61.20 F7 61.10 FT 1.25 2000 C.F LIN . 31 25 I-C 24 IN 66.00 FT 64.s0 FT 64.50 FT SHEET NUMBER r I 32 11 I-C 24 IN 65.00 FT 61.85 FT 61.75 FT 2000 C.F. 1 1 33 24 I-C 24 IN 66.00 FT 64.SO FT 64.50 FT SITE oEYCLD�1�lIT KMI N I SCALE: 1 IN. 50 FT. 34 1? I-C 24 IN 1 65.00 FT 62.35 FT 62.25 FT 3334 C.F. SD- 1 35 13 I-C N IN I 65.00 FT 62.05 FT 62.75 FT IOS4 C.F. I36 23 I-C 24 IN 66.00 FT 64.50 FT 64.50 FT DATE 90 D /o8G 6 OF 7 M,, m, : SN�N, I SEMEe MN � K/5T/N Ca " °o g NYD 'gIs *Mro - 'AI' e E13S1K_�Fd- - - - - - - - - ce ea s mIg I � m � x" g R � �.'o — -^-� —•— — _ _� _ o'er � � bl/ I I DI' o ccesN•oar GELEA•Kd/T - V A. � 7 I = S; Y W I n y I tz se.3z S 6I 6g q�5 ��4 Oy I C s yq• Z � hq m I I •a I � CX16rM. 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