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HomeMy WebLinkAbout03D1735VINTAGE HILLS VII SW 1/49 NE 1/4, SEC. 4, TWP 21 N., RGE 5 E. W3 4 N 0-0 ,\ r 7 rI. SHEET INDEX 1 — SEVER SITE 2 — ROAD 'A' SEWER PLAN & PROFILE 3 — TRACT "C' SEVAER PLAN A PROFILE 4 — TRACTS 'A' ! 'W BIER PLAN A PROFILE 5 — NOTES tHESF, 6LA�nLs�ws- 6"p4 I T,r AND '1 HE INFORMATION SHOWN ACCURATELY REFL —TS EXISTIN FIELD CONDITIONS H OF THIS DATE:, 8yw'03 "/ 'L.1 I WILLIAM SH UPE F�OLMiiERG P 1 �� DEV€LOPEt VINTAGE HILLS, LLC 7947 159TH PL NE, SURE 102 RED O WA 98052 (425 869-1300 (425) 869-8433 FAX ENOINEEIk SHUPE HOLMBERG BAIMA a HOLMBERG. Inc. 100 FRONT STREET SOUTH ISSIAQUAH. WASH 04GTON 98027 (425) 392-0250 DATUM AND BENCHMARK 1. OARMk NAIL W 2. KIN6 COUNTY BENC MIAiMc: km COUNTY CONTIIOL. POINT Wimm R 7128—A110P A CON=X MCHUMO T. IN CAME AT THE SOUTH QUARM COPINIt Of SEiCTAN 4. 1MMNM 21 ISOM RANK s Uff. UK T#K MONWM INT 18 AT 11E Ni ERSWI N OF S.E. 3401H STFAET AND 1247H AVDPJE S.E. THE ORTHO HOW WAS OE18M M PROM I E 04 COUNTY PIED E11.PWID HOOK 322A1 FEET ON THIS POINT. ELEVArM 3K.32 I: r•. ' A':.:: SITE , S.F. 301M Sr. `�\\ • .' N a S.E. 3121h ST- I-- 0 ,.1 I VICINITY MAP LEGAL DETION THE SOUTH 165 FEET OF THE NORTH HALF OF THE NOR"IEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4. TIOVINSHMP 21 NORTH. RANGE 5 EAST, IINLLAMETTE MERIDIAN. IN KING COUNTY WNASHNNGTON; EXCEPT THE WEST 30 FEET THEREOF FOR 1247H AVENUE S.E. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: TITLE/PosTION: Et44I&IC f CONFIRMED BY CITY: DATE: Y t/1 Nf G" Ld .j H ~ _ _ H y W OC W W HH � `N ` I I` PROJECT REF. FAC 03-0016 " rID)RAWM 2141a3 THESE PLANS ARE APPROVED FOR CONFORMAN te WITH THE CITY OF AUBURN'S ENGNiEERING DIVISION 1653-014 REQUIREMENTS 1653- 014ENG Do APPROVED BY-- �� L SHEET DATE APPROVED:---�ILQ� __-- OF 5 1 w VINTAGE DILLS V11 SW 1/49 NE 1/4, SEC. 49 TWP 21 N., RGE 5 E. n F I -- vc to ------------------- . o I I x ary I I I I 1\ I I ,6oJ I 73.22 !« I \ II I I I o s 10 20 I PT 14.501I I I I I\ I I c0 I S \ SCALE 1 20 -� cp S ----�D --- D_ SD " \ \ TRACT F \\ •'. = 8 NN 1 I •. \ \ \ \. l \ I • TA. S+ SS I I • 1 ,� r \ \ A N STA. 0+00 � � � � �� •� ROAD A � 7+�0 , \ ��V Y -SR V ---V V Y 1� V--- V -- Yb V �— Q9-7T�f L#V 11 -- V -- M Y Y -- i►—•-•'til \ \ \ I � p,�, ;� , s a s \ 31R�.i' rVC • ai>�- � a a a ' • � �i 4t� !!f � \ I -IlkO* \ N \ I \ \ \ \ \ MVs46064 O \ PVC VIA. n STA. 0+21i� A. 0+46 STA. 1+05 STA. 1+90 • 211 MN.. �STA. 2+00 STA. 2+4828 ICE SERVICE a 36 SERUM 95 SERVICE \ L \ \ \ 1 \1 1NV-442.2 \ grip 444s � NrE'1 ft"7.Z D \ I \ \ \ as I \ \ \ \\ I o \ \ RACT, A 4-93 4 \� � 5 \ 6 g 9 10 11 \ \ \ I ± \ \ \ �\ \ \\ I I \ I ra� Sur"-44t.2 \\ \ \ \\ �n SERUM �_� \� ► 12 470 7 44 \ 2 \ \ 0 450 e 430 PLANS ARE "AS -BUILT" AND THE INFORP 1ATION SHOWN ACCURATELY REI `CTS EXIST ...f- FIELD CONDITIONS 1S OF THIS DATE t3 WILLIAM SHUPE HOLM Aa PLC i2m V Min u� yw Digs 4-900-U4-SW (USA) EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPOMI WTY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSWJTY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN N THEM PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. BY: --------------- DATE: i----- TITLE/POSITION: fgLlkftig_M________-- CONFIRMED BY CITY: __ DATE: _ e le r fn1 N1 f1r; Em 0 x 40 W Rw � x ""' � Ra oe A A g W 450 5 Q. 440 J J � W _ = W 0 W LIDi oc t ` Z A 430 OL + oc i 0 � DATE 2/4 03 PROJECT REF: FAC 03-0016 -7 THESE PLANS ARE APPROVED FOR CONFORMANCE JOB 1653-Q14 Na VNTH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS _ 03- 014ENG lwAvmAPPROVED BY-- = HE T DATE APPROVED:___-- 03D 1'735 50' ,BUFFER Q;f 450 VINTAGE HILLS Vil SW 1/4, NE 1/4, SEC. 4, TWP 21 N., RGE 5 E. < z \ \\ 0 5 10 20 I SCALE 1 " 209 \ 1 1 j � 1 S"� l II \ l \ 1 �ler°�� -� i TRACT E dw 1 \ o\ \ \ I \ I I ----- ---------_. _—�---- - ............. u, \ \ ! 1418 2 0 �19 \ y as7us \ I 7- I i _ .•3 \+ V i 4,6; / \ _ _ i SETM STUB /- I `------------------------L-----\------------------------ � ------------------------ L------------------------- I I • SD ------ SD SD SD S�\ SD SD D ----- SD SD SD D SD SD SD 1D ( '9 14'T, 460 450 THESE_ PLANS ARE "AS-BUIL', , AND , HE INFORMATION SHOWN ACCURATELY REF' FCTS EXISTI FIELD CONDITIONS 'OF THIS DATE: 9/2.9/61 A Wil' LAM SHUPE i10LfABERG PLI 1 I=3 47C 0 h u 460 45� ii 1 n 1-. . A MIS T R ACT C 1 v.' ""' env � Y 4;: — v, ;�� S-s-( telYMr PVC 5. Al ilill,lii ' TNACTI H OOTE I i M it 414-ft MO THE S'1180 T MAY Cr MWLL� iK DELETED A11D A NEW N;� PVC LNE RUN DIRWILY 7O •' �- - -" I SMM 414-90 FRW DGnNQ 414-U \ `.� • . 446'9 11E �© 0 a I� M off N ` O > 1 1 O IO♦ O + / t �/ 1 < Lai Lai < > J IAJ — — '4'� 4•of - -_- --- to wele R g 5 a 41 --lt 4-111 AT END DF r NOTE sm EX Nor IV (E ti} •fib INv_ vE Yj �M 41 AND IM or NEW .} T T 3. (Z- MAY Y MCA NEB PVC EX pf. SEAR L09 FWIM DMMG RIM OdEMY SO41 =MH/ 414— �N TRACT 'C' � i1DSZ 1" _ %m. 1" = 5' NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SMALL NE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMIENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOW HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR U7IU7IES NOT SHOWIN OR UTIU7IES NOT SHOVM N THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. 2+00 3\� 470 L:- ) , 3q 52 , 3q 0 1 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-0016 7 THESE DRAwN4GS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION BY: — REQUIREMENTS DATE: _ S " APPROVED BY: TITLE/POSITION: LCN41 Al _ CONFIRMED BY CITY.- _ DATE DATE APPROVED'—�5�1��0 .-1 O ENMI o xc a c lz 0�9 zE z fa 0 La �`9� H H J U � J ''" ~ .J y � J J •� � 0-4 2 a � Z 3 U DATE 2/4/03 JOB NM 1653-014 1653-014EN'G DRAWING NM 3 of 5 O's 0 17 35 cn 0 CD cu cu Ln VINTAGE HILLS VII SW 1/4, NE 1/4, SEC. 4, TWP 21 N., RGE 5 E. i ✓ - _ / 1 Z = Od i • 1. i Y,Y R . — _ v IL — --ld 0,I'S NORTH Hitz l � : • - .:" — , P / 3 •••+ EB + I ga / itr * / 0 5 10 20 �. 0 + Z w SCALE 1 = 20� I I st I I I � I L \ �i I — — — —442 I I I I --- -' Q cx a z O U >> O N off v >in in WLai L s 0 -2.0or 4,tOPOSED F H � f 60 o.,t% 95'�8 PVC 0:'.�7X 0 n rill— STA. 9+87.7% 8.131T STA. 95. 0'RT EX SSMH# 414-78 # 414-93 RIM-44&11 44T . 86 41(b• qg M-447-K NEW INV- (S&E) 7 Xfqo.l!, INV- (8' DATUX AZ" EX. INV- .98 (N) ��� SINV-44W8@ (87 430" 00 �� o00 vIt It 0+00 1 +00 TRACT 'A' HORZ. 1" - 20' VERT. 1" — 5' 450 0 Call before you Dj g. 1-800-424-5555 UNDERGROUND SERVICE (USA) 47^ 46 45 TIO SSMH# DA7uy ELEv 445.00 o+oo ,+oo TRACT 'B' HORZ. 11" - 20' VERT 1 w - 5' NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - (ROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. 470 11 450 ?A. 1+00. 8' LT M�- #468:54 459 • mv-450-zs-(s-) moo. 3711110112 10 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS ' 4 DATE:--�2_��---- TITLE/POSITION: _ 1�'b►LL _____________ CONFIRMED BY CITY: _________ DATE: ---- __ Cie NORTH 0 5 10 20 ;ALE 1 " = 20' THESE" PLANS ARE ``AS !?IIIL i AND i HE INFORMATION SHOWN ACCURATELY REF.': FCTS EXIST!tvC FIELD CO[Va1TIONj - CF THIS oATE � WILUAM SHUP H MBERG PL ,1332 PROJECT REF: FAC 03-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: _�,�'w-_•z� DATE APPROVED: ___ Q a 0 J i1 3 w w Z w 0 z H m " Q N o AW J H o I � � � Y � x 0 z W nc A W z � o t:0 w z x A Li a w � � � Q W O � H N a y w...l 0 Z L) H J 0- J � oc W J � J W M � W W a � a W z U � a W 0 G d y W DATE 2/4/03 JOB N0. 1653-014 1653-014ENG DRAWING NO. SHEET 4 OF 5 } e_1 -' T 03 0 t 7 3S VINTAGE HILLS VII SW 1/4, NE 1/4, SEC. 4, TWP 21 N., RGE 5 E. SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATION. 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS SHALL BE ON SITE DURING CONSTRUCTION. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, GAS, POWER. TELEPHONE AND TELEVISION). 5. 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. 6. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SURFACES SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 7. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF 5 FEET. 8. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 9. DURING CONSTRUCTION, ALL PUBUC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 10. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS. 11. SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN A MINIMUM 6" IN DIAMETER WITH A 2% MINIMUM SLOPE. 12. SIDE SEWERS SHALL BE INSTALLED, WHERE REQUIRED BY THE ENGINEER, USING COMMERCIALLY MANUFACTURED TEES AND SHALL BE PLUGGED WITH WATERTIGHT PLUG. ALL JOINTS SHALL BE APPROVED RUBBER GASKETED JOINTS. (THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2X4, FOUR FEET LONG BURIED IN THE GROUND A DISTANCE OF 3 FEET. THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1 FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2X4). IN ADDITION, THE LETTER "S 2 INCHES HIGH, SHALL BE NEATLY IMPRINTED IN THE TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE SIDE SEWER LOCATION . 13. LOCATION OF SIDE SEWERS SHOWN ARE APPROXIMATE ONLY AND MAY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 14. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES. 16. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTORS, OR APPROVED. 17. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES. 18. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED. Call before you Digs 1-800-424-5555 UNDERGROUND SERVICE (USA) NOTE: GENERAL NOTES ch 9 N cu O J Il 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITYS STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACIUTIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WALL ADVERSELY IMPACT THE STREET NETWORK, HAUUNG MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE UABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DOCUMENT" HANDOUT. EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- SROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. SANITARY SEWER CONSTRUCTION NOTES z 0 H a. OC U 0 W A II a V) ( L. W L>~ O r y 0 0 cq o 1 cq cy v cv CO CO W ~ Y U LLI U � z x O LA_ 0 CO z x cn a E 016 W m A W Z a to .-, O rn W Z a �� W m M E- o A L3 F- oWt m 0 '_" a a-Ld o r, y Ile 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2x4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2x4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER 0 TEE SHALL BE INDICATED IN BLOCK PAINT ON THE 2x4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF J H AUBURN PRIOR TO CONSTRUCTION. J > J J 2 2 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: A ----------------- DATE: __ 7/1�,---- TITLE/POSITION: _1i6L4LLJ______________ CONFIRMED BY CITY: _________ DATE: ________ PROJECT REF: FAC 03-0016 /y�S� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS D APPROVED BY:- �-�+�_ DATE APPROVED: W W a a � z z C3 > > z Z W H z F- O U oC W W H z > 0 ce W = 0 d 0 DATE 2/4/03 JOB NEI. 1653-014 1653-014ENG DRAWING N0. SHEET 5 OF 5 03 J 173 S