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HomeMy WebLinkAbout01D1621A PORTION OF THE SE 1 /4 OF THE SE 1 /4 OF SECTION 4, TWP. 21 N., RANGE 5 E., W.M. KINGCOUNTY, WASHINGTON 17. SERVICES SHALL BE 3/4" TYPE K COPPER TUBING, CITY OF WATER NOTES AUBURN 18. BLOCKING TO VERTICAL HORIZONTAL BENDS SHALL BE PER g0�� 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY CITY OF AUBURN STANDARD DETAILS. OF AUBURN'S REQUIREMENTS AND SPECIFICATION. 19. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF 2. STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED AUBURN STANDARD DETAIL. BY THE CITY OF AUBURN. 20. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER ` 3. A COPY OF THESE APPROVED PLANS SHALL BE ON SITE DURING PERMITS FROM THE CITY OF AUBURN PRIOR TO 1 v cJr) CONSTRUCTION. CONSTRUCTION. 1ti r' ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL 21. Li Li SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING CALL ONE CALL (1-800-424-5555) FOR UTILITY LOCATIONS IS COMPLETE. U (WATER, SANITARY SEWER, GAS, POWER, TELEPHONE AND w 4i ' o W 1 CAP (MJ) TELEVISION). a a f�� SITE 2 BLOWOFF ASSEMBLY 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT ' E 'PER C.O.A. STD. DTL. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE �N- � "� NOTES � y w %fi N WABO-1 THE TRUE ELEVATION AND LOCATIONS SO AS TO AVOID DAMAGE 1. ALL WORKMANSHIP AND MATERIALS CONFORM TO THE CITY OF N vi ` OR DISTURBANCE DURING CONSTRUCTION. W THRUST BLOCKING AUBURN'S REQUIREMENTS AND SPECIFICATIONS. / 6. EXISTING PAVEMENT SURFACES SHALL BE SAWCBE FULL DEPTH 2, ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES w Li °- /' \ � � ;r'� WITH STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE ` \ AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF vi. a _ NEW AND ORIGINAL PAVEMENT SURFACES SHALL BE PAINTED S.E. 304th ST. ��.. �� r -- \ ! WITH ASPHALT EMULSION (CSS-1). TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR 1- FIRE HYDRANT ASSY._ -"- \ 7. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" LATEST EDITION , w (SEWER, WATER, STORM} OF 5 FEET. PER C.O.A. STD. DETAIL WAFH-1 146LF 8"D.I. CL5 , \\ A MINIMUM HORIZONTAL SEPARATION FROM 1MER UTILITIES 1-8 EXCEPT WHER SUPPLEMENTED OR MODIFIED BY THE CITY OF Q »x 8 »x 6»rTEE (MJxFL) \\ �'"" AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT ' - ' - 00 N /\ 8. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC SPECIFICATION N 1-6" GATE/VALVE (FLXMJ) \ 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE CITY s `� \ FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND N �%; �- \ D LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL W/ THRUST BLOCKING LICENSE \ SPECIFICATION AVAILABLE AT THE JOB SITE ALONG WITH A COPY ENGINEER. 8" D.I. WATER \ \ 9. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO OF THE APPROVED DEVELOPMENT PLANS. 1-8" 45' BEND (MJ) f I f THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO " \� � W THRUST BLOCKING DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS ANY ONSITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. / TI DIRECTED BY THE CITY. 5. LOCAONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. S.E. 312th ST. (TYP•) f IDENTIFICATION LOCATION MARKING AND RESPONSIBILITY FOR P - Y r n 10. _ PIPE FOR WATERMANS SHALL BE DUCTILE IRON MEETING ANSI UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE rr t THICKNESS CLASS 52. PIPE SHALL BE CEMENT MORTAR LINED, PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL -'� IN ACCORDANCE WITH ANSI SPECIFICATION A-21-4 OF LATEST PRIOR TO t' ONE CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, REVISION. !' Op ATERMAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES. SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 11 ALL x! 12. ALL VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL VALVES. LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS / 25LF 8" D.I. CL52 \ < 13. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD / DRAWINGS, SHALL BE EITHER MECHANICAL BOLTED TYPE, OR CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND VICINITY MAP PUSH ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN SHALL FOLLOW PROCEDURES DURING TRAFFIC CONSTRUCTION AS NATIONAL STANDARD A-21.11. REQUIRED BY LAW AND REGULATION. NOTES: N.T.S. 14. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE 7. TRAFFIC CNTROL AND STREET MAINTENANCE FOR SAFETY OF / IN ACCORDANCE WITH THE "PROCEDURE FOR WATER- THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE PAIN WITH TWO COATS OF SAFETY YELLOW ` AND ALL METHODS AND 1 FIRE HYDRANT SHALL BE PAINTED PRESSURE TESTING WATER LINES" AND THE LATEST EQUIPMENTPRESPONSIBILITY �DWILL THEBEOSUBJEC OR 0 APPROVAL BY THE CITY PAINT. - -- -- -- -- / PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE ' 2) THE EXISTING SEWER SYSTEM FOR LOT 12 SHALL BE DECOMMISSIONED IN FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED I BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE ACCORDANCE WITH KING COUNTY HEALTH DEPARTMENT PROCEDURE. PC 0+43.88 SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF 1 NOICTH THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL CONNECTED NTH THEM.. r PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING , 1 �� ,� ; „ '} MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. '�----_ _1-8» GATE VALVE MJ (WEST LEG) J <c 30' INGRESS, EGRESS AND' 1- FIRE HYDRANT ASSY. 15. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE 1-8" TEE //MJ \ 0 5 10 20 30 REQUIRED PRIOR TO CONNECTION TO THE LATEST PROVISIONS UTILITY EASEMENT REC. l ) �� �� `, PER C.O.A. STD. DETAIL WAFH-1 OF AWWA C601. #5906448 (ESMT. To BE 1-8" PLUG (MJ) T R A C T D 1-8"X 8"X 6" TEE (MJxFL) 16. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES RELINQUISHED - AFFECTS E. 30' o W/ THRUST BLOCKING 101AIT I ICl7i f1RIVFWAY Ar I ITII ITIFC J"" �0+ _» _ - .. .% i' crel 1 E : ->e;nl ANn MFTFRS SHAI I RF PFR CITY OF ALJRURN STANDARD Qr m in') 0 O g 0 p O O N M Q \ \ O o\0 ^ n 3 F 0 o 3 3 3 w w w w > > v1 � � w ¢ ¢ d Q o 0 0 0 5 tr <} 1'M N ` .L L.".J GJV LL . V• L ••LJ . .. • . .. •� SOUTHEAST QUARTER OF THE SOUTHEAST _ }A •r QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, cc RANGE 5 EAST, W.M., IN KING COUNTY, Q WASHINGTON; EXCEPT THE SOUTH 278 FEET OF THE WEST 220 FEET OF THE EAST 250 FEET OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 4; AND EXCEPT THAT PORTION LYING WITHIN SOUTHEAST ��- 304TH STREET; (ALSO KNOWN AS LOT B OF KING COUNTY LOT BOUNDARY LINE ADJUSTMENT NO. L97L0037, RECORDED UNDER RECORDING NUMBER a O CU 0 in 1 rn co ( O cv � z` cv a co m > z a o � z x U x A 6 a u zn W A w x E-+ O H 9 U) C3' w z a E- h o` A NN LL ` w 0 1-4 A 9704240841). a- 1-8"X8"x8"x8' CROSS KFL)J JC 1\ YIVL 1\1 ILV I L✓ ' Y, .� L�j.. DATUM AND BENCHMARK L I 2 O 2-8" GATE VALVE (FLWJ) TO EXISTING 1-8"x4" REDUCER (FL>MJ) TEMPORARY`� > r- 1. DATUM: K.C.A.S. (NGVD 29) Itu BLOWOFF 7.. .` ,� 2. KING COUNTY BENCHMARK: 1-4" GATE VALVE (FLxMJ) a / 6 --- W �� _fl _ WEST RIM OF MONUMENT CASE AT 5 ° 1-8" ADAPTER (FLx ' J) I 2 3 4 >� � z �' i S.E. 304TH ST a 132ND AVE S.E. - ,I ELEVATION=496.95 Lj 3. CITY OF AUBURN BENCHMARK: (NGVD 29 VERT.) ` ` ■/ r RAILROAD SPIKE IN POWER POLE #31017 � s / , � � � � � �� � ^ AT WEST SIDE OF 124TH, FIRST POLE u d / �! rr ----�-------y ----1 3 TH 71 7f ,' - _. �- - - - - - - - - - - - - - ______________ ' �� __ ________. - �_ ________________ __-� _ _ SOUTH OF 10 J > .. i � � ON=434 ___ ._________ - - - _ _ _ y 1 M. is � ON - - .- -- -- - - - REMOVE 1'9?c7ORARY ci ci BLOWOFF &CAP; CONNECT CONSTRUCTION SEQUENCE d I TO EXISTING 8" D.I. , o O 1. SCHEDULE PRECONSTRUCTION MEETING WITH THE � o` 0 1-8 GATE VALVE MJ df �1 ( ) � CITY OF AUBURN. (� ac w 2. PUBLIC STREETS AROUND PROJECT TO BE KEPT d X X - LLVd Li w ✓ , - -._ _ \ + Y w l CLEAN AT ALL TIMES DURING CONSTRUCTION. y` i I I I I ' I n I .0 3. CONSTRUCT SANITARY SEWER AND WATER LINES - c Q v v I\ I PER THOSE APPROVED PLANS. > > 1 �� 1 I ` • I I 14 4. AFTER CONSTRUCTION, CLEAN SEWER LINES AS SEE BYPASS CONNECTION " v REQUIRED PER THE CITY OF AUBURN. • �� �I�I L-ram ' IH B - SHEET 2 5. CONSTRUCT AND MAINTAIN TEMPORARY EROSION V CONTROL AS NEEDED AND PER THE APPROVED KING . COUNTY PLANS. SEE BYPASS CONNECTION I 'A' -SHEET 2 Y � '`; �' � �, � _�-.,-....... DATE 12/24/99 JOB IE. 1653-004 DWG NM1653-4SS-WA �t 1 ®r 5 fit, �l r o�- o\ Q4 /4 0101621 NORTH 1-8"x4" REDUCER (FL 1-4" GATE VALVE (FLxMJ) 1-4" 45' BEND (MJ) --\ W/ THRUST BLOCKING TIE 45'S TOGETHER W/ 3/4' SHACKLE RODS W 00 w LNE 1-8" TEE (FL) 2-8" GATE VALVE (FLxMJ) W/ THRUST BLOCKING 3'- W 8" D.I. WATER HIGH PRESSURE EX. 4"—MIATER EX. 8" WATER — LOW PRESSURE 1-4" 45' BEND (MJ) W/ THRUST BLOCKNG 129TH AVE S.E. REMOVE EXISTING PIPE, Uj GATE VALVES & REDUCERS -INSTALL BLIND FLANGES w a CONCRETE DEADMAN TO W/ THRUST BLOCKING �-- 3 FACILITATE REMOVAL OF EXISTING PIPES & FITTINGS, -ISOLATE HIGH PRESSURE & (n na. (�') LOW PRESSURE SYSTEMS � o o w J NOTE: VERIFY 3' SPACING BETWEEN PIPES W/ CITY INSPECTOR PRIOR TO LLl CONSTRUCTION • NEW BYPASS CONNECTION 'A' SEE PAGE 1 ffe-JR—m-95 -8" 45' BEND (MJxMJ W/ THRUST BLOCKING 3' TIE 45'S TOGETHER D.I. HIGH PRESSUI� ► W/ 3/4" SHACKLE RODS EX. 8" WA71ER LOW PRESSURE - HIGH PRESSURE -8" 45' BEND 129 TH AVE S.E. W/ THRUST BLOCKING EMOVE EXISTING PIPE & GATE VALVE CONCRETE DEADMAN TO -INSTALL MJ PLUG FACILITATE REMOVAL OF W/ THRUST BLOCKING EXISTING PIPES & FITTINGS, -ISOLATE HIGH PRESSURE & (TYP) a t� LOW PRESSURE SYSTEMS oZ N O NOTE: 1 n VERIFY 3' SPACING BETWEEN PIPES W/ CITY INSPECTOR PRIOR TO 3 Lj CONSTRUCTION vi X W 'NEW BYPAS S CONNECTION 'B' SEE PAGE 1 2-VERTICAL 8" 45' BENDS TO CONNECT 8" WATER OVER EXISTING 20" WATER -MAINTAIN 42" COVER -USE SAND & ETHA FOAM 220 CUSHION Q4 BETWEEN PIPES F -TIE 45'S TOGETHER W/ 3/4' SHACKLE RODS w 5' 129 TH AVE S.E. MIN. EX. 8" WAS REMOVE EXISTING PIPE CLOSE EXISTING VALVE, W/ 8" (MJ) PLU & REMOVE VALVE CASE NORTH NEW 491 48( 47C 460 DATUM ELEV co \ N U � O � W o: iD a Ld 3 W m ui Z 2 1-90' TEE (MJxFL) 1-8" GATE VALVE (MJxFL) 3 (NORTH LEG) W 1-8" PLUG (MJ) N a W/ THRUST BLOCKING 3 X O W NEW BYPASS CONNECTION 'C' SEE RIGHT NORT 0 5 10 20 SCALE 1 " A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 4, TWP. 21 N., RANGE 5 E.i W.M. KING COUNTY, WASHINGTON EXISTING -" W­♦nL-V V. %r ucww j VALVE 1-8" ADAPTER (MJxFL) W/ THRUST BLOCKING EX. 8" WATER EX. 8" WATER 5' MIN., NORTH 0 OD NEW BYPASS CONNECTION V SEE RIGHT Call before you Djg. 1-800-424-5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY 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— GROUND 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. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: _ _ gw�-t --------------- DATE: -- 4-440-1-------- TITLE/POSITION:__r—.&k4_jtj_w ------------- CONFIRMED BY CITY: __—_ DATE: _ PROJECT REF: 00-0006 151Z2*110 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY:.ww•�_�_ DATE APPROVED: 7_ 0-------- 00 8 � 00 \ ^ 0 N o O w r ~ p O w w p i" w w w � w_ w w w w w � � � o' 0 0 0 0 0 F— m w w w 0' L`' D o n w a V © © o 0 0 Q to 0 0 w w w 5 � � Of cr of ©ENEM w n-4 O W O cv O I cv co D o c� .. co w � z x � o Q cr 3>x W A w x z o z E, 0 Q I- O o M r, WWy A d w CD � C > vdi It W _J 0­4 0 fZ 0- W C DATE 12/24/99 JOB NO, 1653-004 DWG NM1653-4SS—WA SWET 2 of 5 pq 0414 01 D1/ 2 �9 1' „Dly�TRACT/ �01I T USE.1 DRIVEWAY, & DATUM ELEV -1+00 A P 0 RTI 0 0+00 N OF THE SE 1/4 OF THE SE 1/4 OF SECTION 4, KING COUNTY, WASHINGTON Ik LOW POINT ELEV = 469.56 1+00 2+00 TWP. 21 3+00 N., RANGE 5 E., W.M. 30' INGRESS, EGRESS AND-,r_ UTILITY EASEMENT REC. �I -- . SSD=1170' (150' REQ'D) 4+00 � — — — — — DROVED MGI T-0f---WAr_ ----------- - (> ---------- J1r'l. VT1/.-r1� J 1\1. SSMH #414-69 RIMT486 456.44 INV=4-i 476.zi B6- INV=4;l6-48(v�,, 475.94 ----0 _5-rp.___2 -'3021 Q SCALE 1 " = 30' N O 0 STA: 0+52 ---SS SERVICE IN -46&4__ ____ ____ 474-` f. -< .-- EX,. SSMH 414-26 R,M = 471 91i (ADJUST AS NEEDED) NEW INV=464.81 (E) 461.177 - EXIST- !NV=4461.71 (W).. -. -" l-- THESE PLANS ARE "AS -BUILT' AND THE INFORt,, ATION SHOWN ACCURATELY RE FLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: ®¢/oq�/� �.o/mil WILLIAM SHUPE HOLMBERG PCffi 11332 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: �%�1L5��f_117 L_` ---------- DATE: TITLE/POSITION: --- isu.L --� ___________ CONFIRMED BY CITY: _ DATE: _------- PROJECT REF: 0 0 — 0 0 0 6 1is,�oo `y THESE PLANS ARE APPROVED FOR CONFORMANCE // WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY:_s1 DATE APPROVED: 0 \0 0 0 0 h O N 0 ' \ N M \ 0 co 0 00 o vs 3 � � of 0 0 0 0 U o � 3t it It W 4 W w 5 > —> w w ►u W of Q Q d Q J < O O O p W D EL a- a- d J o �0,I 0 2 J V7 Vi V1 V) > 5 > 5 ©©©EM 0 S. AIM W 0 • o 0 CQ M to q �- C O v 4) W E �D z x U' Q Qck3 r--) aq IL U) t4 z a ul 3 old w a w E z �D cc E- � w z E- F 04 z O � 0 o o N W A U J j IIA � tU Cn c3l) d / 0 n L4 Go W Q s 0 M v r!:d Q CL Q �7 Q z cr C4 1 DATE 12/24/99 T .gypB Nq, 1653-004 DWG I411653-ASS-WA SNUT 3 of 5 r ?F 'y� 3o�'I A PORTION OF THt SE 1 /4 OF THE SE 1 /4 OF SECTION 4, TWP. 21 N., RANGE 5 E., W.M. apt y � N` o1b \ \ \'. 4. "•• STA: 2+40.1 48.60' LT. PT� .08 '� SSMH #414- 4 �.�ISM=4�8r-59 9�7�•�4 � \ l`� Y, ,SS_tER CE t�VVDLL JLR VIVG f INv-47S O,,' � V�— t I l f t p DUBERR HILL PHASE"\2, SANITARY SEWM & WATER TO BE, -CONSTRUCTED 200.00' VC AS PART OF VINTAGE HILLS DIV 5 PVI STA = 1+50 IMPROVEMENTS. 00 PVI _ELEV .= 473_8.9- t)_� Li A.D. = 3.97 V) o ro PVI STA = - 2+ 55. 80 c/j 00 K = 50.42 w w + of PVI ELEV = 468.98 _ _ N � o w N i -- 0 w LO A.D. _ -.30 ! i i Q' -- ' ROAD & STORM CONSTRUCTED AS 00 > 0 o co K = 28.�2 j z PART OF DUBERRY HILL PHASE 2 0 + ``� ``' 150.00' NC ; O Z � � w N w SSD=200' (12$' REQ'D) �o� I LOmN ----__-.I - -- Q 00 of +�O U X 480 o Lj 00 w oA o o w + MATCHEXISTING I ' c~n i I PAVING, CURB, J w o "` + s w GUTTER & z- Y- - I -- -_-- --- u --- - - --O NROAD- SIDEWALK, Ln �I Q i v 4 w EXI TING GRD ® C/L 1 ROAD I I -REMOVE ANY + -� _ ` I BARRICADES w - w i vl li EXISTING PAVED 470 --- -- -- ; ' �i STREET GRADE U i I- °� TA: 1 +35 m St SERVICE LOT 6'25011 S I04ZS 0 81 _ -- I 1 I TA: 9-Il i �TA: 9185 I Z 5 ?„ sp # i 1 t i S ERVECE S SERVICE i 3 % f I LOT 8 a LOT 71 93 F S" pVC STA: 2+ .16 48.60 LT. 46Q SSMH #41 74 - -- -- { # S�A: 9+56 STA: 0+7r STA: 1+ , RIM=4 8- 478.84 SS SER VI E { a+5>L S$ SERVICE SS SERVI " INV=46z2.0 ki,46, +9).69 S�A: 0+ 1 f LOT 15 LOT 10 LOT 14 I STA: I1+15 L T 1 RVICE : SS RVICE i ! _ J ' - -- - - --- - -- - --—__ __ ---------LOT - - _ - - - - - - TA: -1+3 5' LT. i 197LF PVC 0:47" ' 2 �(8" PVC SS 131LF 8 VC 0 0•, T� I $SMH #1 ( i STA: 1+5 SMH' #414-73 ( i STA: 1 60 FIM= 7D 5 I SS SERVI IM=4 4�2.66 SS SER/ICE SSMH 414-24 ;'+ '4 I LOT 3 (ADJUST AS NEEDED) 1 ' INV= (N., S. &' E.) 454. L LOT__ 1. -_ f 4&53 (SE.) #' ii INV=454-54 W. 4S4 40 I I V=45rfr3; (W.) *SS., I' i i 4TUM ELEV RIM=467.48 DATUM ELEV ( ) EXIST !NV-453.78 (W) 450.00 450. DO NEW INV=455.88 (E) o rn - co 453.79 00 00 `O � � 00N � 46 aI'N N N N(D before you -1 +00 0 00 1 +00 2+00 D4 99 -2+00 1-800-424-5555 SE. 301st ST. ROAD V (DUBERRY HILL PH 2) UNDERGROUND SERVICE (USA) HORZ. 1" = 30' HORZ. 1" = 30' AVOID UTILITY TLNES.NIT'S COSTNLY D VERT. 1" = 5' VERT. 1" = 5' THESE PLANS ARE "AS.BUILT" AND THE INFORMATION SHOM ACCURATELY REFLE-TS EXISTING FIELD CONDITIONS AS OF THIS DATE: 04-/o+/o) . WILLIAM SHUPE HOL.MBERG PLS'11332 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: --� -- ------------- DATE: --- A-1ZIcr r o L-------- TITLE/POSITION: _��L�wf*--------------- CONFIRMED BY CITY: --------- DATE: ----- PROJECT REF: 00-0006 Y�ss/do �y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: oil wh DATE APPROVED: ____Z= 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- GROUND 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. o a o � � C' �1 O \ N h \ N \ M CO 00 r rn 0 3 r � � L w w w w w w w w > ft Ir of <t ¢ Q Q Q U O o p F U 6 (3 H a0 w w w W tZ tL tl n- cn Q 0 0 ui Q V) U) (n N of Of of M N \ aal 00 0 a E A J J tA 2 J o w J ©. in CQ 0 I M CQ o QD 0 � z a o �D x- x o MM� TT^^ Vl Z Ix U 3 w w z o L7 w z x m w pq H z w 0 o r, W ig H It W C3 0- C-j DATE 12/24/99 JOB Nil 1653-004 DWG MM1653-4SS-WA. BEET 4 aF 5 Ir 1 1 1 1 � OF G Q414 010 16 z l 'i! SAWCUT & MATCH EXISTING PAVING, CURB, GUTTER & SIDEWALK -REMOVE ANY BARRICADES 4 EXISTING PAVED 4 STREET GRADE s 460 r DATUM ELE 450.00 A PORTION OF THE SE 1 /4 OF THE SE 1 /4 OF SECTION 4, TWP. 21 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON PVI STA = -1+75 PVI FI F V = 479 04 PVI STA = 0+00 PVI ELEV = 487.79 A.D. _ -4.00 K = 50.00 200.00' VC SSD=266' (210' REQ'D) A.D. _ -3.00 K = 50.00 U Lij 50. S D=296' (#0' REQ'D)j a � � � o O 90 > o i - -�- I 0 oo� - _._X -+00 Z - , ---- Qo -- 1 O >U I - J (0�t m 00 Lq w , ------- - oLd Q EXISTING o GROU D ® CAL !ROAD Q PROPOSED GRADE CAL ROA� - unOf I 00 m STA: 1 +94 i ( --' -„ - SS STA: RVICE LO j 1 _40 _ �0 SS SE VICE COT 21 STAB: 16 OT. } ASS SERVICE LOT 7 O P`IGs 5 } STA: -0+ 7.41 5' H #414-�i9 RIM= 49644 S IN - 476. Z 4. I =�'� ) 475.9,+ 0++8 { STA: 6+ba2 t i E . SSMH 4114-28 =471.91 ADJUST RIIW TO MAT FI NEW PAINING) I Ri N W INV=41 (E) 4G,1.7 7 i I iN, =461.71 (WW) j V '' E ? c0 d 0 o � It 't �r00 00 -t 00 '* d- - 2+00 -1+00 o rn o . + 00 00 t STA: 0+02 - TYPE III _------- BARF�ICAT% / 1.00% ____--------0 FUTURE ROAD GRADE I"f-16LF 8„ PVC ® 0.50% 0+00 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 ( WER, WATER, STORM) OF 5 FEET. 8. Ar 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 PUBLIC 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 1% MINIMUM SLOPE. SANITARY SEWER CONSTRUCTION NOTES 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 AND PROPOSED OR EXISTING STORM LINES PRIOR TO CONSTRUCTION. 16. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTORS, OR APPROVED EQUAL. 17. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES FOR SDR 35 PIPE. 18. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, 4 INCHES UNDER 6 INCHES MINIMUM OVER THE PIPE. 19. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL MODIFIED BY THE CITY OF AUBURN. 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 TEE SHALL BE INDICATED IN BLOCK PAINT ON THE 2x4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAINS WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATIONS, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. Call before you Djg. 1-800-424-5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY THESE. PLANS ARF "A"UILT" AND THIS INFO RMATION SHOWN ACCLkAf tuL l RE+LEA"'TS EXIM FIELD GUND,T,IONS AS O�F THIS DATE of/�L /J,_L✓y WILLIAM SHUPE-HOLUDERG IDS 11333 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: --------------- DATE: TITLE/POSITION: __frg.4i)" -------- CONFIRMED BY CITY: --------- DATE: ---- -_ PROJECT REF: 00-0006 VAz/007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: _ DATE APPROVED: _____ 20Z3/d0 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- GROUND 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. 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