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HomeMy WebLinkAbout00D1583GENERAL NOTES — SANITARY SEWER 1. All WORK AND MATFRIAI.S SHAH BE IN ACCORDANCE WITH THE I ATFST EDITION OF THE CITY OF KENT STANDARD SPECIFICATIONS, AND WSDOT/APWA STANDARD SPECIFICATIONS, LATEST EDITION. 2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE —CONSTRUCTION CONFERENCE WITH THE CITY OF {CENT CONSTRUCTION INSPECTION PERSONNEL BY PHONING 859-3383. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WI IH IHESE APPROVED PLANS. ANY DEVIA IION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 5: IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6.' ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN FSTABI_ISHFD BY FIFI D SURVFY OR OBTAINED FROM AVAIL ABLF RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR 1-0 INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. 7. ALL MANHOLES SHALL BE PER CITY OF KENT STANDARD DETAIL 4-1(b) (SEE APPENDIX "B") WITH ECCENTRIC CONES AND 3/4 INCH SAFETY STEPS. ALL "SHALLOW MANHOLES" SHALL BE PER CITY OF KENT STANDARD DETAIL 4'-1(a) (SEE APPENDIX "B"). ALL MANHOLE COVERS SHALL BE THE OLYMPIC FOUNDRY No MII 30 (SEE STANDARD DETAIL 4-5 IN APPENDIX "B"), SOLID LID WITH 1 INCH HOLE, OR EQUAL, AND SHALL READ "SEWER". ALL MANHOLES OUTSIDE OF PUBLIC RIGHT-OF-WAY AND NOT LOCATED IN PAVED AREAS SHALL HAVE SOLID, LOCKING COVERS. (SEE STANDARD DETAIL 4-6(a) & 4-6(b) IN APPENDIX "B"). ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT. ALL MANHOLE COVERS SHALL NOT BE ADJUSTED TO FINISH GRADE PRIOR TO FINAI PAVING OR I ANDSCAPING, 8. ALL SEWER PIPE SHALL CONFORM TO ONE OF THE FOLLOWING SPECIFICATIONS: d. DUCTILE IRON — CLASS 50 (ONLY WHERE SPECIFIED ON THE PLANS). b. PVC — CONFORMING TO ASTM D-3034, SDR 35, WITH FITTINGS AND GASKETS CONFORMING TO CITY OF KENT STANDARDS. 9. ALL DUCTILE IRON PIPE SHALL HAVE AN APWA CLASS "B" PIPE BEDDING. ALL PVC PIPE SHALL HAVE AN APWA CLASS "F" (5/8 INCH MINUS CRUSHED ROCK) FLEXIBLE PIPE BEDDING. 10. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 90 PERCENT IF NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. 11. ALL SIDE SEWER SIUBS SHALL BE A MINIMUM 6 INCH DIAMETER AND HAVE A MINIMUM SLOPE OF 1.0 PERCENT. PROPERTY/LOT CORNERS AND/OR BUILDING LOCATIONS, AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE, THE CONTRACTOR SHALL PROVIDE THE CITY WITH ACCURATE AS —BUILT RECORDS OF ALL SIDE SFWFR I OCATIONS. Al I SIDE SFWFRS SHAI I BE TFSTFD AT THE TIMF OF MAIN LINE TESTING 12. WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 1.5 FEET OF' VERTICAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUCTILE IRON PIPE (CLAS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF ONE CONTINUOUS 18' NOMINAL PIPE ACROSS THE WATER MAIN CROSSING WITH NO JOINTS. 13. SANITARY SEWER MAIN LINES 8 INCH DIAMETER AND LARGER SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 7.5 FEET TO ANY CARPORT. 14. ANY OPEN CUTS OF EXISTENT PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF KENT STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS, SAW CUT LINE. A ,TEMPORARY 'COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACK - FILL AND COMPACTIONS. THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 3 INCHES OF COMOPACTED CLASS "B" ASPHALT CONCRETE, WHICH- EVER IS GREATER) WITHIN 30 DAYS OF COLD PATCHING. THE CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS OF THE RIGHT-OF-WAY PERMIT; SPECIFICALLY, WORKING HOURS, DETOUR AND WARNING SIGNS AND NOTIFICATION OF ROAD ALTERATIONS TO THE POLICE AND/OR OTHER EMERGENCY SERVICES. 15. NEW CONNECTIONS 10 EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL TV INSPECTION AND PRESSURE TESTING SHALL BE IN THE PRESENCE OF A CITY OF KENT INSPECTOR. 16. A 15 FOOT (OR 25 FOOT, AS SHOWN) SANITARY SFWFR FASFMFNT (7.5 FEET OR 12.5 FEET ON EACH SIDE OF THE PIPE, OR AS OTHERWISE SHOWN) MUST BE PREPARED AND CONVEYED ON CITY OF KENT FORMS. 17. PRIOR t0 ACCEPTANCE OF CONSTRUCTION AND/OR ISSUANCE OF OCCUPANCY PERMITS, SURVERYOR-CERTIFIED AS -BUILT MYLAR DRAWINGS MUST BE PREPARED OF ALL PUBLIC SANITARY SEWER FACILITIES. (SEE AS -BUILT REQUIREMENT IN APPENDIX "E"). TUKWILA , WA PHONE NO., (206) SITE ADDRESS 28201 132nd AVE SE. KENT, WA 98042 PARCEL No. 332205-9015, 9185, & 9187 LEGAL DESCRIPTION LOTS 1, 3 AND 4 OF KING COUNTY SHORT PLAT No. 581091R - 8206040407 EXCEPT SE. 282nd WAY MERIDIAN/COORDINATE SYSTEM = LAMBERT/STATE PLANE WASHINGTON NORTH 70NF NAD 83-91 VERTICAL DATUM CITY OF KENT = CITY OF AUBURN = NGVD 29 BENCH MARK: CITY OF KENT SANITARY SEWER MANHOLE JJ160 © END OF 130TH AVENUE S.E. CUL—DE—SAC: INVERT EL.= 364.0 CONTOUR INTERVAL: 2 FEET K_E7N T S_ A--- NI TA TV) E it II E7 0 Imm r p;� PORTION OF THE SF. 1/9 OF SECTION 33, TOWNSHIP 22 N., RANGE > E., W.M. OWNER*0 SCHNEIDER HOMES, INC. 6.5I0 S n r T rr, hur v v T v, [? BLVD. 98188 248-2471 W211 KENT- NGLEYSE 274th ST SE t SE , n 27 h PL O' N SE 278TN ST Ih ST 33 SE 280TN ST SE'280th 5T� J SE 282nd ST a SE < 282nd S NST 'IrSE ST SE 281th c � �+ SE 286th STD < 2851H Si 0 S, t SITE � T22N _ T71N Sr 2M ", ST VICINITY MAP 1 " = 2000' w TABLE OF CONTENTS SHEET NO. 1 OF 3 2 OF 3 3OF3 TITLE SEWER COVER SHEET SEWER PLAN SEWER PROFILE UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMIN D B ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE:_.I1D�------- DALEY-MORROW-POBLETE, INC. �V�N 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 / c PHONE: (253)333-2200 FAX: (253)333-2206 7 � c%\ �� ENGINEERING — SURVEYING s� N L LAND DNA L E (\ PLANNING tart incorporated EXPIRES 9 JAN 2002 \ IAMP NOT VALID UNLESS SIGNED AND DATED C�2 !q. Op 1J 15 S3 SEPARATE PERMIT REQUIRED FOR: ❑ DOMESTIC WATER SERVICE CONNECTION ❑ SANITARY SIDE SEWER CONNECTION ❑ FIRE LINE CONNECTION ❑ FIRE HYDRANT CONNECTION ❑ STREET AND CURB CUT/BOND/DEPOSIT ❑ IRRIGA I ION/DEDUCT ME IER Contractor shall verify location and depths of all services and utilities in the field. 1 TM I k CITY OF KENT ENGINEERING DEPARTMENT Q Y: _ DATE: APPROVAL IS CONTINGENT UPON NOTIFYING _ — ---- 24 HOURS PRIOR TO STARTING THE ACTUAL WORK AT 859-3383 1 11 /13/00 ASBUILTS Nt). Pill of •nor SCHNEIDER HOMES, INC. 6510 SOUTHCENTER BLVD., TUKWILA, WA. 98188 PHONE No. (206)248-2471 SUNSET MEADOWS SEWER COVER SHEET TH/JCS "' AS SHOWN 96345KENTSS MLD I''", AI TG. 8, 2000 96345 3 -- - W AND WEDGE ®CR SSING Q --TWEEN 3CVQ t 03 WATE MAIN \ �, _& 8" SAN. SWR MAIN. / LL.= J/J.J MIN. EL.= 375.0 MIN. 6 / �`� EL.= 374.5 MIN. I // / LEGEND 'WPARATF PERMIT REOUIRFD FOR: EXISTING PROPOSED ❑ DOMESTIC WATER SERVICE CONNECTION ❑ SANITARY SIDE SEWER CONNECTION III] (-'.ATCH BASIN 0 SANITARY SEWER MANHOLE GRAPHIC SCALE ❑ FIRE LINE CONNECTION SANITARY SEWER LINE 30 0 15 30 s0 [--I FIRE HYDRANI CONNECTION F-1 STREET AND CURB CUT/BOND/DEPOSIT UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. NEW CATCH BASIN —__-_____ ACTUAL LOCATION MAY VARY. LJ IRRIGATION/DEDUCT METER POWFR POI F (UP) Im NEW CATCH BASIN IN F'EE'1' ( ) I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS —BUILT qn STORM DRAIN i inch - 30 tt. Contractor shall verify location and depths COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING of all services and utilities In the field. CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINVD B\t ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE:11� ------ APPROVED DALEY-MORROW-POBLETE, INC. L. Q \`1\N 7?6 AUf3UR(`] WAY NORTH AS % CITY' OF KENT AI-IRURN, WA-,HINCTnN 9f-3O02 (253)333-2206 ENGINEERING DEPARTMENT ``� PHONE: (253)333-2200 FAX: - 1 BY: DATE: APPROVAL IS CONTINGENT UPON _ ENGINEERING — SURVEYING F�\G !1,3�� NO I IF YING 7M v LAND PLANNING 24 HOURS PRIOR TO STARTING THE rir� n�nrnnrnfs+ I� A(.TIIAI WORK Al (959-3.iR.3 ■r FYpIpFC o .IAN ?nm - I ■ 1 I0 F-- I I II 1 I I ( I i I I 24 - 00 I I I �I I 1 I I I I ' II I I 10 0 I I 23 l 00 II I I I I I I I I I 1 I I I I I I 1 1 11; 13100 ASgUILTS SCHNEIDER HOMES, INC. 6510 SOUTHCENTER BLVD., TUKWILA, WA. 98188 PHONE No. (206)248-2471 SUNSET MEADOWS SEWER PLAN JC-� I — ,U' 963,15KENTSS MII) AUG. 9. 2000 gF345 3 49 214 00 O 1193 C'7 W 0) GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. 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). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. SANITARY SEWER CONSTRUCTION NOTES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 x 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 x 4 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 OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 x 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. LONG SIDE SEWERS FOR LOTS 1, 2, 15, & 16 IF CONSTRUCTED WITH SITE DEVELOPMENT REQUIRE A SIDE SEWER PERMIT. SITE DEVELOPMENT APPROVAL INCLUDES SIDE SEWERS TO THE EDGE OF THE R.O.W. 4. THERE IS NEED FOR AN INERLOCAL AGREEMENT BETWEEN AUBURN & KENT FOR SEWER SERVICE. 5. SANITARY SIDE SEWERS ARE TO HAVE A 2% MINIMUM SLOPE UNLESS SPECIFIED ON THE PLAN. 6. ALL PRIVATE SIDE SEWER EASEMENTS ARE TO BE IN PLACE PRIOR TO THE CITY OF AUBURN GRANTING SEWER TO THE PROPERTIES. A COPY OF THE RECORDED EASEMENTS TO BE PROVIDED TO THE CITY. 7. CONNECTION TO CITY OF KENT EX. SSMH No. JJ160 PER KENT STANDARDS. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN. 2. INSTALL SILT FENCE, NGPE FENCE AND CONSTRUCTION ENTRANCE. 3. INSTALL RIPRAP PROTECTION AT OUTLET OF 12" & 24" CULVERT ACROSS 132ND AVE. S.E. SEE SHT. 10. 4. PUMP WATER FROM STREAM TO 12" CULVERT AT STATION 23+55. 5. INSTALL CB No. 17 & EXTEND 24" CULVERT TO STREAM. (STOP PUMPING WHEN 24" CULVERT IS FUNCTIONAL) 6. INSTALL REMAINING CONVEYANCE FACILITIES ALONG 132ND AVE. S.E. UP TO THE PROPOSED BIOSWALE. PROVIDE CB PROTECTION. 7. CONSTRUCT BIOSWALE & STABILIZE IMMEDIATELY. 8. UPON STABILIZATION OF BIOSWALE, CONSTRUCT TEMPORARY SEDIMENT POND. 9. CLEAR AN GRADE SITE. 10. STABILIZE ALL DISTURBED AREAS OUTSIDE OF R.O.W. 11. INSTALL UTILITIES. 12. STABILIZE DISTURBED AREAS. 13. SEE SHEET 9 OF 11 OF CONSTRUCTION PLANS FOR REMAINING SEQUENCE. OWNER* 0 SCHNEID-n"n" HOMES, INC. 6510 SOUTHCENTER BLVD. T UK WILA, WA PHONE NO.. (206) 98188 248-2471 ST KENT- GIEY R SE 27421t ST SE SE 278th ST N a SE s 1 E 27 F'L st sT ST ( SE 280TH ST 28M ST ST a SE 282nd S a 5� �SE ST i 7 sfth ! ST uj � SE a285TH sr < t�stn sr� < 0 ST s N Tm p M 11L{11 SE 288th ST VICINITY MAP 1 " = 2000' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: TITLE/POSITION: CONFIRMED BY CITY 111 DATE: PROJECT REF: FAC 99-0015 S r do �i,/ THESE PLANS ARE "APPROVED" FOR // CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. pt- APPROVED BY: 0,� S DATE APPROVED: S%2 6%pD TABLE OF CONTENTS SHEET NO. 1 OF 3 2 OF 3 3 OF 3 SITE ADDRESS 28201 132nd AVE SE. KENT, WA 98042 TITLE SEWER COVER SHEET SEWER PLAN SEWER PROFILE PARCEL No. 332205-9015, 9185, & 9187 LEGAL DESCRIPTION LOTS 1, 3 AND 4 OF KING COUNTY SHORT PLAT No. 581091 R - 8206040407 EXCEPT SE. 282nd WAY MERIDIAN/COORDINATE SYSTEM = LAMBERT/STATE PLANE WASHINGTON NORTH ZONE NAD 83-91 CITY OF KENT = CITY OF AUBURN = NGVD 29 BENCH MARK: CITY OF KENT SANITARY SEWER MANHOLE JJ160 @ END OF 130TH AVENUE S.E. CUL-DE-SAC INVERT EL.= 364.0 CONTOUR INTERVAL: 2 FEET ILJ 0214 00 0 lS'83 I:\PR0JECT9&345 SUNSET )WE4DOWS\95345ENG X. KEN 6,f� STA. +56.59, 6.65'/ , T. ?7 RIM = 373.20 364.00 (EX" CT .) f = 364.68 JNEW N) f' E—CHANNEL"I'MA OLE T E 0+22 W "3s4. c SSMH No. 214-01 STA. 7+96.21, 10' LT. = RIM= 372.85 I.E.= 365.10 (IN) ' I.E.= 365.00 (OUT) i 12 �h 13 EL.= 374.5 MIN. EL.= 374.5 MIN. E i coo - I Aer \ SSMH No. 214-04 1 I I " `fh STA. 2+WOO, 4.96' I LTI �� c(v � C i ` O RIM_ 672.01,,SSMH No. 2 0�—E.=8.00 f�" IN) I --- — — — ----- 17 r� T < STA. 7+21.12, 10T. RIM= 373 17 r I.E.= — a t i I.E.= 365.60 (IN)\ l C14 I.E.= 365.50 (OUT) � ,' ��_ -� ;t � � EL.= 375.0 MIN. I / � � -� � p - ..x \ n v .L.— .rvi.i fin• J tL.= )/L.D MIN.cp p' ° 367.12 (OUT) N \ 6 \ ` \ \ ° EL.= 375.5 MIN. \ ; I II jli v ` 5 EL.= A 373.0 MIN. \ ` ✓ t \ \ \ o cs/ EL.= 373.5 MIN. o/ / E . 1 C I 74 /Q/ EL.= 375.0 MIN. EL= 374.5 MIN. 372 O o 370 O� x o ,- eovNo�Ry - & 0 0 FA- 1"If LEGEND ml CATCH BASIN Q\FH FIRE HYDRANT WV WATER GATE VALVE - - POWER POLE (UP) —SD STORM DRAIN — x WIRE FENCE —ss SEWER LINE — w WATER MAIN 68 , � .% A/� ass / X0 } v , 7 23 b 10 n, k • /v� — I.E.=356..E / I �s O i3 ti PROPOSED SANITARY SEWER MANHOLE SANITARY SEWER LINE s NEW CATCH BASIN NEW CATCH BASIN GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSiTtON: CONFIRMED BY CITY IE 11 PROJECT REF: FAC0015-99 S 2Ir00 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: j'�a #A 1325 PX/F� AL EXPIRES 9 JAN 2002 STAMP NOT VALID UNLESS StGNEO &DATED REV. NO. DATE DESCRIPTION APPROVED DALEY-MORROW-PORLETE, INC. CLIENT SCHNER HOMES, SIC. ` 726 AUBURN WAY NORTH 6510 SOUTHCENTER BLVD., TUKWILA, WA. 98188 AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 FAX: (253)333-2206 PHONE No. (206)248-2471 C 1 LENGINEERING - SURVEYING Q LAND PLANNING incorporated PROJECT SUNSET MEADOWS SEWER PLAN DRAWN BY TH/JCS .SCALE 1 „ = 30' DRAWING 96345ENG S,, - 2 -- APPROVED MLD DATE MAY 24, 2000 J°B� 96345OF 3 1.\PR0JECT\96345 SUNSET MEADOW5\96345ENG A 0% I A w— A• 1'a40 VII 4 1-16 v V (/ l .# v ..- L0 "I ICY) N.P. ELEV = 374.74 L.P. ELEV = 373.04 H.P. STA = 6+21.26 L.P. STA = 8+05.31 PVI STA = 6+50 PVI STA = 7+85.22 PVI ELEV = 375.10 PVI ELEV = 372.60 A.D. _ -2.59 A.D. = 2.85 K = 52.11 PVI STA = 2+29 K = 47.44 135.22' VC PVI ELEV = 371.96 A.D. _ -6.79 135.22' VC K = 29.44 _..._� - _ '_ 20-b.00 VC i N I j I 00 j I00 100j U-) i N - -- I I L.P.ELEV = 361.09 Yi j _ w r 0)' i `n ►! - I v04N i L.P. STA = 0+40.71 ►� i -� m ' PVI STA = 0+79 MIN. F.F. 0 N LOTS I OVI ELEV = 360.65 ! > / ! ? v v j 1 & 2=372.00 A.D. = 8.54 Li` -- w --- - - - - --- --- -- - - -- --- -- --- --- - - - - --- - ----_ - - - - - --- _ i j STA; 1 +87.81, 31.59' LT. I I 1.7gq 0.75 I CLEANOUT; 1 100.00 VC \9p LID = 370.00 MIN I i ( I.E. 368.96 I ' "X"ING SS OVER SD I SD CR.--jl367.27 SS I.E.=�'367.77 I I PLACE 1.5" STYROFOAM ; ! j ( I ( BETWEEN THE SS AND SO LINES - - - - - - --- - -- - --- - -- -- - -_-1370 - _t_r F 1. A LF j -- - _.- - ----------- - - _-- a P- f } - , VC 135.0 L - - N 1SO ! ' I N �i +I €' 6 LF o i 0 8VC 0 576 0 3 4. " ! + ; of --_ - -- _- - - - ----- -- _..._ ... _ _ __-_ - _ _..._ _- ----------------- -- - EE + o ® 0.5/ IN _la- +- - _- o 7 i o 80 LF "PVC, I O LID X ING SD 0 R SS o i I i i I a .5 i - , 0 SD I.E. 3 9.33 --------_ -__ 64 4 LF 8� - -- o5-#� �14 02 TYKE ;1 0+ + ! cc, j SS CR.=3i7.53 I - I SSMH NO. 214-01I- TYPE I o+ STA. 7+21.12, 10.00 LT I n SSMH NO 21 �==04-- _ Ill STA. 7+96.21, 10.D0 LT. RIM 373.59 j I { ¢ S�MH NO. 214-03- TYPE III STA 12+88.00, 4.961 LT. RIM = 372.85 I.E. 365.60 (IN) SANITARY SIDE SEWER - STA. 4+20.54, 10.00 LT. RIM - 371.i EX. KENT S MN No. JJ160 } I.E. = 365.10 (IN)' I.E.365.50 (OUT) AND PIPE STATION 1�TYP.) „' STA. 8+ ' 596.65' LT.RIM =73.19 I E.=-368.00 (6 ' iN)RIM = 373.20 I.E. = 365.00 (OUiT) ! i I.E. = 367.2 IN I4E. - 367.90 --_ ' X ING SD OVER SS I I i + 12 ST RM (TYP.) �� `. i I �� _2.007' I.E. = 364.00 (EX. CTR.) 1 ; j I.E. = 367.12 (OUT) 3 y .SD I.E.=369.18 ��08'2 I I.E. = 364.68 NEW IN ! ( ) ISS CR.=365.62 's 1 RE -CHANNEL MANHOLE 1._..__ __ ._. __ ._.._ _-_ i ! 30� WATER (CITY OF KENT TRANSMISSION LINE) I ( I 36 0 TOP OF $0" PIPE = 364.20 (SURVEYED) BOTTOM F PROPOSED 8" D.I. SAN. SEW. PIPE = 364.82t ' ! M " I f i 8" WATER (TYP.) OF KENT: PROVIDE 1 -1 1 /2 THICK STYfkOFOAM PAD j I , I, PER CITY � J� I ------ - - _. -- - - M-. - _--._..- - _--------- ------ --- -- _ - i t 4 j E EXISTING GRADE { ! PROPOSED GOADE I 1 I s i i f r% I f { i i 9i - I� I c0 �tf1 { co O �[) OD I*- # c4 jun �+ctp� iN M ' O) 1 M !M I N!N '�'O iO1M � cfl °O{h r M 0;01 ao.tD � tV CO;00 r,M I�;O °o'Q� � Of �n `ni.- r r. tY}IM `tlt7 \I� OO 4 ,\ice ct71� rri � r7 O prj �`M o� N �IlV +r (D a N �iN N � l j r-Ih l� h �Ir. �!h r`Ih r,^ r;h h r 1h tD`'1r t0'I� cUth cD4h tD'<iJ {{'�D �'t0 to �Irpp• { ffT r. ), Ito'��M M±M '� ►� n;n ``�`M �,M �{n "AIM `�!M �!M M `� M r�iM M M '� l') i 1 ' , s 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 PROPOSED ROADWAY SEWER PROFILE SCALE: 1" = 30' (H.), 1" = 3' M) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 99-0015 `�'z: THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: -26 00 04OD 1Sg 3 k\PP0JEGT\96J45 SUNSET AC40OWS`96. /--7 1 1 / - -12 "ON, klAv = 35710 20' ) `^., 10 EX. K J IN / _ n I. _ ',F,4. OrMLEY .j CT - L 106\ '------1- 10? % 103 L — FX SANI f ANv SI WF R ; IU(i ---� ��A� / � / J — --- — — 4� w - 26+13 15 41' LT ! I I \ \ - - -- w -- - w - STA. a- STREET_ -LIGHT F7�98.61,STA2C LT. - - - - -- - - - ---- -- -_- 30_ WATER LINE_EASEMENT PER REC. 1 - - - - � 1 SERVICE CABINET It- STREET LIGHT (1-- �_ _ _ JUNCTION BOX - j- JUNCTION BOX --s / - —---� - i STA. 8+01.23, 21' LT. �- - r- + RIGID H T-DIPPED GALVANIZED 1- JUNCTION BOX i TEEL CONDUIT UNDE `�\ \ \ \ 11 16 / TRACT 'B' 1 ROADWAY (TYP.) 14 1 / RECREATKNJAL SPACE 1 12 2" DIA. PVC CONDU T 15 _ - \ \ 1 A ,SCHEDULE 40 (TYP.) STA. 6 01.51, 21.5' RT. �� a� ( \ 1- STREET LIGHT —� �D F ClC 1- JUNQT10N BOX \ 00 I w z ! x I I t n I LIGHTING SCHEDULE STREET STREET LAMP AVERAGE REQUIRED LUMINAIRE LIGHT DAVIT SPACING CLASSIFICATION WIDTH WATTAGE MAINTAINED UNIFORMITY MOUNTING PATTERN ARM (PER AUBURN) FOOT- RATIO HEIGHT LENGTH CANDLE URBAN 56 FT. 400 1.4 3 TO 1 35 FT. M-C 111 12 FT. 190 FT. PRINCIPAL ARTERIAL LOCAL RESIDENTIAL 28 FT. 100 0.4 6 TO 1 30 FT. M-C 111 8 FT_ 185 FT. SEE AUBURN DESIGN AND CONSTRUCTION STANDARDS, SECTIONS 3.10.3, P. 80 do 3.10.11, P. 82. 1 f H.1 NOTES: ' 1. PSE WILL REQUIRE METERING OF ILLUMINATION SYSTEMS STARTING JUNE 1, 1999. THIS w ' REQUIREMENT WILL NECESSITATE A NEW SERVICE CABINET DETAIL WITH METER AND SPECIFICATIONS w I TO BE SUBMITTED BY THE ENGINEER FOR APPROVAL. W I 2. ENGINEER WILL DETERMINE HOW MANY STREET LIGHTS ARE CONNECTED TO A PARTICULAR -- -?- CIRCUIT AND SPECIFY THE ADDITIONAL NUMBER OF LIGHTS THAT MAY BE ADDED TO THE CIRCUIT. ze o0 UNNECT TO 3. THE STREET LIGHTING SYSTEM IS THE RESPONSIBILITY OF THE SUNSET MEADOWS HOME OWNER'S Ek. U.P. ASSOCIATION UNTIL SUCH TIME AS THE SUBDIVISION IS ANNEXED INTO THE CITY OF AUBURN. OT IPP�D GALVANIZED UID EL ON ITITYP.) UNDER \D Y FR M J-BOX TO 1 1- 1 A ti • `�_ ST +29.74, 21.5' _ - w \ - J I 111- STREET LIGHT I ' _ �� �_q �`I t7 \ JUNCTION B w rill- ST 4+18.52. 21.5' RT. TREET LIGHT \� _� �' %o i 2s o0_ a_ --- NCTION BOX \ r Q \ \ \ '`� \� - - -_ - _ _ - , 1--- - �' 0 S 1282 -ST. - ��J \\ \ \ \ ���� `� 2 i I EX PVMT rL 3m\ �� RIGID H DIPPED GALVA �� A EL CONDUIT UN[�ER \5Cr/��\ \ \\ ROADWAY (TYP1) 1 I _1� \\ STA. 0+58. 6, 27.3' LT.J 10 i. = 1- S EET LIGHT _ MI, � � `� \ - \ - ---------- STA. \ r 24++3�5.83 41 \ 11OX \ , 41' BOX 1 3 4 v ,, s�rv v v 5 I 7 6 \ \ '2`1)IA. PVC CONDUIT q SCHEDULE 40 (TYP.) - F � AII, le _- R' TRACT 'C' 7�0�� SENSITIVE AREA (SA.T.) ,,-- ,//� ;' STA. 22+6fi.48, !ilml' Lj� I' (BOOS CREEK WETLAND_ 4$ -- — — — 1<STREET-L1GHT- - %r 6 \ \ O�Np \� ��� ----__ , ,I- JUNCTION BOX0-,------A/c)U'-C4i ARY \ - \ i00YR \----------- _ - 10-00PLAIN oQ�� �/--------a o- ------- r—__—_��Q�� o FXIQT. WELL I I \ ��'F z TO REMAIP: � oc4 % o I \\ V C�> O - f - - j \V UPLAND 'kill t - - / — \ III. ----------------- _4 If/ --------- eUFFFpN SIDEWALK NEXT TO VERTICAL CURB UITILITYYDRAPOLET OR 5' MIN L I L ZT Y 10' MIN. J a LUMINAIRE I_15' MIN a PLANTING STRIP STREET TREE PLANTING SCHEDULE: NOTES O RED SUNSET MAPLE, 40' O.C. I. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK- 2 1/2" CAL. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE O "NO PARKING THIS SIDE" SIGN OF VERTICAL CURB SHALL BE 4 FEET. O STOP SIGN & STREET NAME SIGNS B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC C. IN CASE OF BLOCK -OUTS, MIN CLEAR SIDEWALK WIDTH SHAI L BE 5 HE I IN RFSIDFNTIAI OR 8 FEET IN BUSINESS DISTRICTS I 1 ' 22 00 I IS I t1 II I I I 30' 30 r- I I r, 40 L Ili li, I , I w I L _. • --I t ttf t' �L y L, I - vI\; \ j 4 � � L - � I-DEADFRUNT PLAN VIEW OF BASE 1201240 VAC 1 PHA'DE, 3 WIRE PHOTO ME R �r' "I F LFC TPII_ Y/BASF IEIL MAIN BWT' NTPnI i }- E SIGNAI ram` `'WITTH ,t- T. r- T A I I I I PFr EF'T WIRING SCHEMATIC SERVICE CABINET SERIES 47700-AI N.T.S. COMP()NFNT SCHFDULF 1. MFIERRASF 100 AMP. 4 JAW, AW #121314, (WITH H)PAY5 R' ICKL( (CONIPAI:TOR TO VERIF'r WITH SERVING I_ITTITY) PANELOARLT 1 20/L40VAC, 100 AVP, I PHA ,E, 3 WIRT , COPPER RUS WE )TINGHCMU IF BAR BOLT-,_)N RREAF ERA:: 1 - 100/2 MAIN I - 2012 ILLUMINATION BRANCH 1 - �,0!1 SIGNAL RFANCH 1 S,'' CONTROL BRAN'_0 )NTRA(.II)k I(,HTNT; RATE [), P.)I E, 11i1 VAi Li;li TE ,r1111D #i217UEBTdOAA 1 RE_01-IPFi) 4 F'HI (� ELE' TPIC L EI 1 1800 .'A, VP,t., AIP #' 7 1F" (PFIt j" `,. PHI)T() I_ELL HTEA',`, ',WIT( H ',PST, I`, L,MF .'7JAL F- C,ROI INLI I AIL I PE' I 1 TA(LE ABINFT NEVA fP PADMOIJNT, #) 2(A IRE-�ALVANI'E D '[El N`,TR,II LION SCREENED AND IASKEILD VEND DO(TRS HEAVY DUTY CONCEALED HINGES (LIFT -OII TYPE) PADLOCKABLF '-.TAINLESS STEEL VAUIT HANDLE & S POINT LATCH PUIISHED WIRE GLASS WINDOW IN METFR DOOR (,InSFD CELL NFnPRRENE GASKFT CAPD HOLDER FINISH: POLYESTER POWDER COAT, ALUM NI_TM OLIT- ,IDE, WIT;T- iNLIDE GRAPHIC SCALE 0 20 40 80 ( IN FEET ) I inch = 40 ft NOTE: STREET TREES ALONG S.E. 282nd ST. OPTIONAL. NOTE: KING COUNTY APPROVAL OF THIS PLAN SET QKING �COLL TY DD =evj„ew F ngir r r JAM H,AN` ERY, F E. ELOPMF N T ENGINE `r R Cnmmn rlt-, e"j o—ou — L_-v�r,ti n Fate A L.f%"-I�I D7tF -- + + - IS FOR WORK ONLY WITHIN KING COUNTY. WEv oarE orsc lPnom APv OVEc VERTICAL NOTE 1. ATNTERSECRON LINE PLAN STREET TREE STANDARDS (KCRS DWG NO. 5 - 009) DALEY-MORROW-POBLETE, INC. IENT SCHNEIDER HOMES, INC. �A 726 AUBURN WAY NORTH , T_ WIA, WA �- qG� F,,�10 SDJTHCENTER BLVD, k i OT W S AUBURN, WASHINGTON 98002 iF PHONE No_ (20r) `48-2471 PHONE: (253)333-2200 FAX: (253)333-2206 _ - 132 SUNSET MEADOWS Pfo/ ENGINEERING — SURVEYING STREET TREE PLAN, LIGHTING PLAN, /0 A L E� (��� j LAND PLANNING AND SIGNAGE PLAN — i1',cOr OrptEd �% iAAM B, I SCALE MAM - C M�JGS -40" „ 9F 4 ENG s E, 11 EYalaes 9 JAN 2002 roe � c � I � 5_ Aver Wn MD MAY LJ, z000 ; `JF,34_1 sr Nor Vl C o�, FSS 9D M a DATED P�lll 1583 c J 1- JUNC I IUN bUX40 � RIGID H T—DIPPED G ¢� ALVANIZED T TEEL CONDUIT UNDER e r , ROADWAY (TYP.) �1\ 14 1 �� 12 t 2" DIA. PVC CONDU T 13 SCHEDULE 40 (TYP.) :� STA. ` LIGHT STREET 6 01.51, 21.5 RT. —= +` x �UI�GTi4N BOX 1 p , y77kk , �1t} f.: a s Aym p t,s, ,Y i ^.K K $ k ri cA b t d y i F l ' ro RA �E d2 ?c t i n fi fe? Y, IsJ� Xk i � &wn } I I tS. -e➢ :,,. .,�+ g � 4 r�' "�` 1 2.`d*c T a '� �: � ,Y �v aS,gK: i I�� r, h� ., ��'n S r..Y .ice •_,�' a',: ' z _..Y-Al ie ,,fi�rr ... .. .t,. ., ............. -,.s .014 . a a }�a i4"v +{fy( e e''iF ot.`2^' Y �1n ".inm VIP -Ay 1`µ 4 "ice rz;{ 3dui #K R.i es�m p `y '4 $ rx i U }i Mlk 1 s ' �,'x ` ` 'C' a" Sl!',g b' ln ?EE STANDARDS (KCRS DWG N0 - a 5 — 00 1 61 MIJ TRACT 'B' RECREATIONAL; 17 + 29. 74, 21. 5' RT,' 17STREET LIGHTY. `� UNCTION B0 rr u ST 4+18.52, 21.5' RT', TREET LIGHT 1— JLkNCTION BOX r ai r P w x �a31 a d, v� TRACT 'C NSITIVE AREA I' •I � i�1 �vY • 3 v. STRE EE PLANTING SCHEDULE: \A corn ClAKICCT WADI AO' 0 rz RECORD DRAWING CERTIFICATION Wa.,."�.. THESE DRAWINGS CONFORM T 1`HE CONTRACTOR'S CONSTRUCTION'! RECORDS. BY: DATE TITLE/PO` �ON: aCITY DATE: ENO PARKING THIS SIDE" SIGN s" �rw . STREET NAME SIGNS ' I'T REF; F I PI_ AUL' 3 ¢¢ s RX LIGHTING SCHEDULE STREL i S GREET LAMP AVERAGE REQUIRED LUMINAIRE LIGHT DAVIT SPACING CLASSIFICATION WIDTH WATTAGE MAINTAINED UNIFORMITY MOUNTING PATTERN ARM (PER AUBURN) FOOT— RATIO HEIGHT LENGTH CANDLE - URBAN 56 4QO 1.4 3 TO 1 35 FT. I M—C 1 1 1 12 FT. 190 FT. PRINCIPAL. ARTERIAL _—_— —�- --- LOCAL RESIDENTIAL 28 FT. w 100 _ 0.4 6 TO 1 30 FT._ M-C 111 8 FT. 185 FT. D.- SERVICE CABINET SERIES 47700-A1r rea',� '=4gs,�''+",sk�#w� `°', "t moam £ fir'' " s ,r. ., , 6..,..