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HomeMy WebLinkAbout05D1826_ o GENERAL NOTES ' I .-11-IIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAP tN AND REQUIREMENTS AND IBE IN ACCORDANCE WITH THE APPROVED PLANS. ANY AROUND THIS PROJECT. PRIOR TO THE START OF METHODS AND CfiANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE EQUIPMENT USED FOR TRAFFIC CONTROL AND STRyEET MAINTENANCE SHALL OWNER, EN IPGR AND THE CITY. BE SUBMITTED TO THE CITY FOR APPROVAL.,"TRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES DAMAGES TO PERSONS AND 2. ALL WORKMANSHIP AND MATETIWIt.S SHALL CONFORM TO THE "WASHINGTON PROPERTY SUFFERED BECAUSE OF j.OfEPTRACTORS OPERATIONS OR STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDS NEGLIGENCE CONNECTED W{TH M. SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION' 7, ALL CONSTRUCTION SWRV6ING FOR EXTENSIONS OF PUBLIC FACILITIES (2002/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY SHALL BE DON DER THE DIRECTION OF A WASHINGTON LICENSED LAND � COPIES OF THE CONSTRUCTION STANDARDS MANUAL. COP THE CITY'S CONS SURV£Y�,DR'" A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. INSTALL DCO SPRINKLER F DOCUMENTS BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. r DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. 8. C�REFER T HANDOUT. SPRINKLER SY r TO THE CITY,S *RECORD CONSTRUCTION DOCUMENT" 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE STAU r RESILIENT IC ALL CO OF A CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT 53- 9PRINiiEM 5v 931-3010 TO SCHEDULE A MEETING. '' PREVENTIN9 G REVERSE FLOW: 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPIR THE 23 LF NEW 9 -READ UTILlT`MAY NOT BE CONTRACTOR I� CAUTIONED THAT OVERHEAD HCONTRACTOR 52 fIF1E SPO 1 THE WATER MAIN INSTALLATION THE PRIOR TO BEGINNING SI INN ON IHE DRAWINGS. IT SHALL BET COONTRACTOR S SHALL PREPARE A PLAN SHOWING THE INTENDED METHOD, IN DETAIL, t TO DETERMINE THE TRU EVATIONS AND LOCATIONS OF RESPONSIBILITY D E E THAT WILL BE INCORPORATED TO INSURE THE PREVENTION OF R� ALL UNDERGROUND UTILITIES AND JHE' EXTENT OF ANY HAZARD CREATED FLOWS FROM ENTERING THE EXISTING DISTRIBUTION SYSTEM. THE PLAN BY OVERHEAD UTILITY LINES, NTIFICATION, LOCATION MARKING AND SHALL MEET THE REQUIREMENT OF WAC 246-290-490. Q80 LF NEW SPECIAL 11SPONSIBL.ITY FOR, UN ROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROD SIGNS OF CHAPTER 19.122 REVISED CODE OF W9 IS THE CONTRACTOR SHALL CONSIDER THIS PLAN AS A SUBMITTAL, AND (4-0) 40"" WAS IIINGPO II . PRIOR TO STARTING CONSTRUCTION, THE SUBMIT IT PER THE SPECIFICATIONS PROVIDED IN SECTION 1-06 (MI �26-�LFw CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY (SUBMITTALS) OF THE CITY OF AUBURN'S DESIGN STANDARDS. THE L ' 16NS (WA'iER, SANITARY SEWER, STORM SEWER, GAS, POWER, CITY'S ENGINEER MUST APPROVE THIS PLAN PRIOR TO THE CONTRACTOR STARTING WORK ON THE WATER MAIN. AL CLASS 52 LEPIIONE 41D TELEVISION). ra4f CO �(MIN 5. PRIOR TO l ; ,E START' 0 UCTION A PROPOSED ROUTE AND LISTED FIRE DEf SCHEDULE FOR HAULING MAIERIAL TO THE SITE SHALL BE SU MITTED TO / CO l A THE CITY FCR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL BWAK WAYTION 64 LF BREAKAWAY CAPS ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE 66-WE y' IrO SPECIAL NEW H1595 f F� LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. c,v N ACC no) nio .-.1 - NW 1/4, SECTION 31, TOWNSHIP,8621N, RANGE 5JE, W.M. EGAL DESCRIPTION WATERl"5UPPLY NOTE: �� CROSS_ CONNECTION NOTES: HE WEST 500 FELT OF TRACT 14, 4 THE PARKER THE DOMESTIC WATER SERVICE FOR ALL BUILDINGS ON THE PROPERTY T NOT BE OMESTEAD AS RECORDED ' CONNECTED TO THE PUBLIC WATER SUPPLY WITHOUT PROPER BACKFLOW PROTECTION i N KNGCUNT N VOL. 8 OF PLAT O P�� 51, I p BECAUSE OF THE PRIVATE WATER SUPPLY (I.E. EXi�i`N+IG WALL) ESS SOUTH 50 FEE T -f� 4� 1 76TH SOUTH. \ N NEW FIRE ri POST INDICATOR GATE VALVE. �Ii-PIS- `b < <�O ,SCHOOL Sffw/ EXG MONTESSORI \ / AL CLASS -off / R LINE 1 ROE 0 j LF SS �L 1 a 8 8.0 9 v ��- �, / - Cult. CLASS 45 DI ' \ \�\ / / ) 52 FIRE SPRINKLER LK \t.\40. 2" OVER \ �'1 ( ) LF 5 800 f / SPECIAL CLASS 52 DIP ( / (IN 42" COVER) EXG ABA ' EXG CLEANOUT AM#FIEL D - • 0 _ 1�E DEPARTMT looll.E.= 87.00 .f,. r' /'� TIT-ARO4IND �1 BACKFLOW PREVENTION DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: 1. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMPLY WITH THE CITY'S TECHNICAL MEMO INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES. 2. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW ASSEMBLY PLUMBING PERMIT. 3. BACKFLOW PREVENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES. 4. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. PRIOR TO INSTALLATION, BACKFLOW PREVENTION ASSEMBLY PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL SPECIALIST. SHEET INDEX Cl WATER INSTALLATION PLAN �c OWNER ENGINEER Qv Qlb DANNER CORPORATION, INC. RUPERT ENGINEERING, INC. i 4.� DON MEYERS DAVE DORMIER 00 1519 WEST VALLEY HWY. 1�0 307 ORAVETZ PLACE SE AUBURN WA. 98001 TOP AUBURN, WA 98092 (253) 833-7776 01 . M _._ _ ._ ....._. _. � _ - 3 . , ,� � / It - 5 833-5333 SUITE 1 mew - ua w g� 5a (2 3) �W 8 ,m STsECuu. � . . � �, � � LE.= $7.00 ISURVEYORVERTICAL DATUM 71 LF CLASS 52 DIP �- yr, Q INN 42' COVER ' ( 5 t ) CO ` I.//////r//////////✓/////r//// R� I r / 1� i KENNETH R . ANDERSON & ASSOCIATES , INC . CITY OF AUBURN BM #33-J b A NEW 15 1ATM \ �- , t) t ) /CONC / / FIRE SPRINKLER NOTES 3 0 DOWNSPOUT (TYP) `b l� EASEMENT � I � a DQyq St0 DTI, WiilTEii-01 // J, 33310 11TH AVE SW ELEV = $8.93' (Nc� 1929) `b1 I FEDERAL WAY, WA 98023 ELEV = 92.46' (NAVD 1988) (2) DI GATE VALVES (FLWJ) REMOVE EXG ASPHALT, AS SHOWN, 1 : I ( �• ` (253) 838-1199 SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING FOR INSTALLATION OF NEW ?BLDG. I �, .. (1) 45 DI BEND (MIJ IJ) W/ODIC BLOCKN� REGUIREMEHIS: I ; Y; PER COA STD DTI. WATER-01 REMOVE FH, WATE G�INE, AND " �, �0 � o' CONSTRUCTION SEQUENCE EXG TEE AS SHOWN. / % 225' DI BEND W/ICONC BLOCKING ii � A. FIRE LINE TO BE SIZED BY FIRE PROTECTION E R. SALVAGE THE REMOVED0' , i/ �° ��j g'1 `� 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR ----____-- -- T TO COA M&0 AND ,, / D P. BACKI LOW PROTECTION IS REQUIRED ON FIRE SI IIELER - r . / ,/ . 1 INTALL NEW HYDRANT. �� // EARTHWORK ACTIVITIES. LILIES.' PROPC D 15 WATERLINE \ is - � v/ I �; ( 2. SCHEDULE AND ATTEND APRE- CONSTRUCTION MEETING WITH Q \ Q �.. cgil: , EASEMENT THE CITY OF AUBURN OFFICIALS. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE - - - - - - - - - - - - - - - - - - - - \ /, i - I SAWCIIT rk REWVE ASPHALT PAVING / / �- � 1 • � �� / // ° � �� 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. AS NECESSARY FOR INSTALLATION OF SPRIUNKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL �(L EXG ABANDONED \ ! I I / ✓/ °I. 4• INSTALL CATCH BASIN PROTECTION AS SHOWN ON THE DRAWINGS AND INSTALLLD BY A WASHINGTON STATE CERTIFIED LEVEL"U" �1 ` SEWER DRAINFIELD WV WATER LINE. R€PLAN ASPHALT i 25. I / AFTER INSTALLATION IS COMPLETE HE CITY OF AUBURN C01 ITRACTOR IN AC�oRbANCE WITH WAC 212-80-010. A POST _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ✓ AND AS REQUIRED BY T 4 THK I I _ 5. DEMOLISH EXISTING PAVING AS SHOWN ON PLAN i p IIIDICATOR VALVE `DILL BE INSTALLED ON THE SPRINKLER LINE , F` ,/: STALL ", SOLID' FaVC .t% EXISTING " 6. CLEAR AND GRUB THE FOOTPRINT AREA FOR NEW BLDG. TO ISOLATE 1HE SYSTEM FROM THE CITY'S WAT 1YSTfM - I �' ' R L ENSURE EN i GRAVEL DRIVING �.� J : ' -'°"`'- `-� ii '(O�' THE CONTRACTOR SHALL THAT NO SILT -LAD 4',II 1! REQUIRED FOR REPAIR, ------- --'=- . ..,..::< q, SHOP L REQ L �1 SURFACE I I t •.• I i 00 RUNOFF DISCHARGES GES TO THE ADJACENT PROPERTIES. N ALIT I I fn I EKG WELL r° 7 TOP 7. REVEG£TATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY IMPERVIOUS SURFACE COVERAG en­ E /':': ; , .''H :y *' 1 ' BUQING • `� / THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". < :";�• ;"•'::'. •,,•• , • ; �j �'Inc$ ► \ i 1. o INSTALL PN-CAST TE ✓i ° $. CONSTRUCT NEW STORM DRAINAGE SYSTEM. IMPERVIOUS SURFACE: 70 972.8 SF 1.63 ACRES ; ;•.. '�.' A'''. ~' x . XJO) \ I i .-STOP (TV 2 TNrIES r/ ; ° N :. ,. �� EXISTING MPERVI ( ) f . " Y E, / 9. CONSTRUCT NEW GRAVEL ACCESS, SEWER LINE AND WATER LINE. 1 76 ACRES .... , i.• ..:' <:.. �.: • ..' •".r:;,�.. , :.. ..., r ' , „ NEW IMPERVIOUS SURFACE: 76490.E SF (. ) r ,... a'. •:: • ' Q,i ' _ TIC�ATfR SERVICEr / NO' Di W/Ci>!!C BLOCKNr ii ° 10. REPLACE IN KIND THE PAVING THAT WAS REMOVED TO ALLOW �,.:. 90.E "`-` �' `=- _ " CONNECTION FROM EXG . I + ` / PER COA SID DTI. WATER-01 , i i INSTALLATION OF NEW WATER LINE. RE G S 0 AND EXTEND NEW 6 0 PVC SDR-21 WWEl.L (SIZE TO BE iV ,i WER CONNECTION TO NEW BLDG SEWER LIE VERIFIED BY MECH %Y \ " �, / hISTALL CB INSERT ° 1, 11. CLEAN PAVED SURFACES OF ALL CONSTRUCTION- RELATED f WY . CONTRACTOR TO �, PER COA STD DTL EROSION-04 �� SEDIMENT C�ITRACTOR ` DEPTH LOCATION Of t / �: G ' I�< i//✓/r/r/,�/r////r///i/r/r/yr//////iii {^r ��C� / 'EXG SS LIN �' EXISTING _ r -- STORAGE TRAILER ;�, ,, �u s GRADING AND EROSION CONTROL NOTES _S�Gj I �(TO B �OVED,�in --D�-- _ D_ ---D- _.. `p - y /� / 1 THIN THE CITY OF AUBURN ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES T AND IN OPERATION PRIOR TO LAND CLEARING AND/OR i P, _ / / / 1.. ..1 %; X . NTY. ,• ' ..: �„�, ..i� . t �' n , ._ INDICATED ON THE PLANS MUST BE CONSTRUCTED / OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3�"THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION �b CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL. DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE ESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL. PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR OTHER REMOVAL HAS BEEN RECEIVED FOR THE CITY.; A„�!�'1 OWN Lu sue.. 1 t 4> GI �;. �..: A� £' psi �,d `T' �4, ft °ill rr ps,^ ' qe m 30ju t'� .•v`ri�,t to ". Ldsr ana . "4 n,�; ,{'« -.. CHr4�; r•"V. y Jk e T AV St I � kx g.1rIGs ,i LO sw x w, ? , v e r .r• �r MENEM c4 �. � / I£- 85.1E r �9 7�.� �, EXISTING / LIMITS OF WETLAND ri rr .DEWALK PER REVISED WETLAND REQUIREMENTS FOR PROPORTIONS PERCENT PERCENT TION DRAINAGE,GRADING,UTILITIES PLAN - EXPOSED SOIL STABILIZATION 2 STAMIZA194 METHOD• HYDRO`EEDING & MULCHING. NAME BY WEIGHT PURITY GERMINANORTH ' 1. SEASONAL REQUIREMENTS: A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 REDTOP(AGR©5TIS ALBA) 10% 92 90 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED JUNE 30 AND SEPTEMBER 1 THROUGH OCTOI R 31. (NOTE: E PLANTING BETWEEN JULY 1 AND AUGUST 31, ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 ACCORDING 10 THE FOLLOWS SCHEDULE OR EXCEPTED IN THE IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN FIELD YMEN IN THE JUDGMENT OF THE BUILDING OFFICIAL OR NOMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED CHEWINGS FESOUE 40% 97 80 111E OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT IMMEDIATELY AFTER PLANTING.) (RESTUCA RBRA COWTATA) WARRANTED: (JAMESTOWN,BANNER,SHADOW OR KOKET) FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT GR.•y_ AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING WHITE DUTCH CLOVER 10% 96 90 UNWORKED FOR MORE THAN DAYS SHALL BE RKE[IIN RLnIAiN UNWORKEDSTABILIZED SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE CAT (TRIFOLIUM REPENS) 4`r 10 DAYS. WALKED" UP SLOPE. E. "H EDING" APPLICATIONS WITH APPROVED FFRCM IIOVEt;1BER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL ING GRADE SHALL BE STABILIZED IMMEDIATELY USPERMANENT C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED. OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO MUST USE "-PHOSPHOROUS FERTILIZER. MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY It F;EMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED D SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. AREAS OF LESS THAN 5000 S UARE FEET THAT WILL REMAIN SEED BED AT A RATE OF 120 LBS/ACRE• WATER APPLICATION RATES SHOULD, BE CONTROLLED TO 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST 11MISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION I WAY THE EXISTING CITY STORM DRAINAGE IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE S, OR E SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE 1 HAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. UTIUTY CONFLICT NOTE' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXfSTW UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND S�� THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTON. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLM ALL EXISTING UTILITIES AT LOCATIONS BY, OF NEW UTILITY CROSSINGS TO PHYSICALLY VERa.' WHETHER OR NOi CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITL SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSUL' RUPERT ENGINEERING INC. CON UI.1ri'ORI<ED I -OR MORE THAN 7 DAYS SHALL BE STABILIZED PREVENT RUWF. INADEQUATE AMOUNTS OF WATER MAY BE TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH IMMEDIATELY. MORE HARMFUL THAN NO WATER. CONSTRUCTION. laig%-A m. VICINITY MAP NTS NORTH LEGEND DESCRIPTION NEW EXISTING STORM SEWER D EX. 12" STORM _ SANITARY SEWER S EX. 8" SEWER WATER W EX. 2" WATER EXG AC PAVING EXG CONCRETE PAVING NEW CONCRETE PAVING EXG GRAVEL SURFACE NEW GRAVEL SURFACE LANDSCAPING SPOT ELEVATIONS xx.xx CONTOURS 50 50 STORM MANHOLE STORM CATCHBASIN ■ SANITARY SEWER MANHOLE WATER VALVE W FIRE HYDRANT TELEPHONE MANHOLE POWER VAULT STREET LIGHT } UTILITY POLE +- FOUND CASE MON GAS METER GUY WIRE ANCHOR TELEPHONE JUNCTION BOX ROOF DRAIN POWER POLE W/TRANSFORMER UNDERGROUND POWER SIGNAL POLE n U) 13= 0 Z l"!'J w Z Z J 3 C. 0 0 --J C) m LAJ w c, O W LAJ co a • LLJ G ui C V) w LL J 86 Z D m D ABBREVIATIONS BLC - BUILDING CORNER MH - MANHOLE o a C-) C - COMPACT MJ - MECHANICAL JOINT CB _ CATCH BASIN OH _ OVERHEAD � ro CL CLASS PL PROPERTY LINE CO - CLEAN OUT R - RADIUS` D - STORM DRAIN RW - RIGHT-OF-WAY w w w DDCV - DOUBLE DETECTOR CHECK VALVE SS - SANITARY SEWER CL DI - DUCTILE IRON SO FT - SOUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT LINO - UNLESS NOTED OTC RWISE pj N M sf• " tC: EXG - EXISTING '"` N N FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - F 1 N I SH FLOOR E - EAST OF Asy',, FH - FIRE HYDRANT - NORTH FL - FLANGE JOINT NW _ NORTHWEST HC - HANDICAP IE - INVERT ELEVATION SW - SOUTHWEST LF - LINEAR FEET NE - NORTHEAST 11103p� LS - LANDSCAPING SE - SOUTHEAST IgI- i , AL �•�' DATE: 5' ' DATE: PROJECT REF: o `r - CO 2 THESE FiS ARE "APPROVED" FOR / CONFORMANMi CE WiT11 THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APKOM BI. (� Date App OIY Yed: " p✓ IXPKS 6/23/20( DATE 9/03/04 DRAWN MC CHECKED JBR JOB NO. 04048 SHEET NO, C31f 1 -st 7_92-6 L_ _ - S:\04\04048\Ciuil\\AS-BUILT-CI-WATER LINE\C 1 -AS- BUILT- WATERLINE. dwg I Drafter Name: M. CORDICE I Plot Me: MAY 03 2005 15:32:44 1 Lost Modified Dote: MAY 03 2005 10:39:20 1 Submittal: REVISION 5