8525 EVERGREEN WAY 2019-02-05 - Laserfiche WebLink

S . 0 CONSTRUCTION NOTES: 0 i - 1 INSTALL NEW 3/4"METERED SERVICE PER COE STD DNG NO 502A. COORINDATE REMOVING EX METER BOX WITH CITY FORCES.CITY SEW H12 60" FORCES 1MLL REMOVE EX.METER&REINSTALL IN NEW METER BOX. RIAs=552.22• 2 INSTALL NEW 1-SERVICE IN ACCORDANCE WTH COE STD DWG NO /S)=541.56'(10"CONC) Gas main conflict 502C.COORINDATE REMOVING EX METER BOX WITH CITY FORCES. x CITY FORCES WILL REMOVE EX.METER&REINSTALL IN NEW METER I-Z X \\\ BOX. 2= 6"WATER VALVE SOLID ROUND I A9 CB TYPE UD ` V x (VL A16) RIM=553.47' WATER VALVE 3 INSTALL NEW 2 SERVICE IN ACCORDANCE WITH COE STD DWG NO <Z 5028. COORINDATE REMOVING EX METER BOX WITH CITY FORCES. = CITY FORCES WILL REMOVE EX.METER&REINSTALL IN NEW METER 00 RIM=553.31' IE(N)=550.33'(12"GONG) RIA1=557.82' BOX. FLLED '0TH DIRT) IE(5)=550.19'12'GONG __ 0 4 REMOVE EX.HYDRANT,REMOVE VALVE BOX,CAP HYDRANT LEAD AND -_.--_ ; --.- (FILLED WITH DIRT) . _ p ABANDON IN-PLACE. - 5 FURNISH&INSTALL HYDRANT ASSEMBLY IN ACCORDANCE WITH COE AIIPAII 1_II♦� __I_ + � � _._- _ , ,i, STD DWG N0.50Z - 's DOR T 6 REMOVE&REINSTALL HYDRANT TO NEW HYDRANT LEAD IN _ SER E. DO ACCORDANCE WITH COE STD DWG NO.507. EVERGREEN WAY ` 7 CONNECT TO EXISTING WATER MAIN IN ACCORDANCE WITH 7-09.3(19)A O Q�' ��' . UP NOT RECONNECT. �' _ O UsB-3 - N t 2 .. y�,,..A 6 N12 ' X IN-TEEFI 5 MPH" 10..5 '{�7 a VAETILITIESNOFFOUSSDA��. ��_ff {l0' .�./ 10"55 -V... '%�I DETERMINE IF CONFLICT EXISTS. • -t2••so -- ,. - __,2-sp _ _ •„o __ z p 9 INLET PROTECTION 1E4O - = �� .0/ E .y 7+i '' �� r iso - - --�i'so - Od° --i2'' ----—--�2” -----_ _-- - --- --------- -s - ---- �..- - - -- - - - -- - -- - - -- -�� 10 COORDINATE WITH INSPECTOR&POE NMILE IN THIS AREA.CONTACT D tv ' t Z %'1� �M��., r�7i� �1 �' ., ea �:1 .1I –�� .rte_ �G�14. a,, �i„E)i . � ( I ORNih E,�� - MARTY PUNTENEY AT 425751-8053 MAINTAIN 1'SEPARATION -- �_� ,__ =T��.� "•ICI —" -;;i1�=_�. � d`–�,� -� _— - BETWEEN GAS UNE&WATER LINE BED EXPOSED GAS MAIN OR 11 �,`� � A�� •) •I a 1 a' - SERVICE WITH SAND IN ACCORDANCE VYITH SP 9-03.22. A$PHAL� w ` �� _LjAIY �� __ - � v -�•m�' f�l Abby �', O \ � _.�� lit . 11 WHILE TRENCHING FOR INSPECTOR MAINSNOPUD SERVI ES CPNAC POLE / �� 7 IL At C8 TYPE l P► ■i TYPE 1 n TRASH CAN v WHILE TRENCHING FOR NEW MAIN OR SERVICES-CONTACT RICHARD © RIA1=554.87 "" ©.�I © IL AS C8 TYPE 1 �1 IND LID ( P01'IER POLE WITH t\ I LOTHAMER AT 4257838453 AT LEAST 2 WEEKS PRIOR TO COORDINATE 551.84' S 3 POWER POLE WITH ' � 4'DROP WEST IE(W)=552.7T(8'PVC) IE W 555.9 (" + 4"DROP NORTH ELECTRIC IE IY=555.90'8-PVC TYPE 1 $3 12 AFTER CITY FORCES SHUTOFF VALVE,REMOVE VALVE BOX,BACKFILL CONC) I SIGN TRANSFORMER • ELECTRIC VAULT LANDSCAPE TIMBER \ SIGN SCUD ROUND U1 + &COMPACT. !-CONC) ^1 'COCAMUN1IY H • "- ON CONC .AD ON CONC PAD RETAINING WALL SIGN VILLAGE I POWER ■1 I RIM-559.76' SIGN m (B"PVC) Pothole STA 25+40 AlI CB TYPE 1 �1•E HALL INN' METER IEN=557. '12 CONC)) BANE'BANNER 13 CONNECT TO EXISTING 6"FIRE SERVICE IN ACCORDANCE WITH SOLID ROUND LID Alt CB TYPE 1 MEMORIAL GOLF COURSE' I A A14 CO TYPE 1 WATER VAULT RIM=555.08' SCUD ROUND UO SOLID ROUND LID7-09.3(19)B OF THE SPECIAL PROVISIONS. B TYPE 1 - \ 1E(N)=552.33'12"GONG RIM=556.63' POWER POLE WITH 8525 R Pothole between STA 27+00 B TYPE 1 (=551.63' ON CONC PAD ( ) RIM=558.20' IE(S)=552.23'(12"GONG) IE(N)=553.83'(12"GONG) TRANSFORMERS Sy/ I IE(N=555.89'12"GONG IEWS)=547.49 + UND LIO 14 CUT I CAP EX.PIPE IN ACCORDANCE WITH 2-023(5)OF THE SPECIAL WAIT.Ov IES- ) ( ) 561.23' PROVISIONS. \IE(NE)=552.48'(8'PVCj O=553.88'(12"CONC) IE(S)555.61'(12'CONC) and STA 30 00 I2CONG 6 IN-45 :LBOW,6 .IE(E)=552.44'(8"PVC) IE(E)=554.06'(6"CONC) IE(E)555.86.(8-PVC) P) 15 CONCRETETHRUST BLOCK IN ACCORDANCE WITH 7 09.3x1)OF THE 12-CONC) SPECIAL PROVISIONS. /\ 6 IN-45' LBOW C) \ ` I - I----I... �• 16 RESTRAIN JOINTS 15 FT EITHER SIDE OF 6-IN OR 8-IN 45 ELBOW. �,�� EVERGREEN WAY- �__.1 � 17 NOT:Ss:Do-mil: SHELT. STA 25+00 TO STA 30+GO SEE DRAWING C2 20 ,0 0 20 ao 13 bp FOR REMOVALS & RESTORATION FEET 18 RESTAN JOTS 20 FT EITHER SIDE OF I2-IN 45 ELBOW r'�? C SCALE: 1'=20' -� E ... - .-.. .... ... - • - ... 19 NOT SHEET. u C a tV �� 20 RESTRAIN 12-IN JOINTS 10 FT EITHER SIDE OF 12-IN TEE Zd-.... ...... ... .... .... 21 NOT USED THIS SHEET. CU v 'S EX. SURFACE ____–--�1-' @.§ o P' : fC4�� T n __-- I 22 NOT USED THIS SHEET. < m 21 Q ... Q v,CQ,YS I--L --T:iiiiiLJ .-i.ir 24 NOT USED THIS SHEET. ..° 4 - ` -- 25 NOT USED THIS SHEET. pe' _-- - II- _- 11 _- --' F--_— ®� 26 NOT USED THIS SHEET. 4-. .X. 12" 5114. DRAIN` _ l�lr�®�• Y cc 1111111/1111 11111111/111111 . a03 s o $ �jE 4,19 I I •._._ – –' '1111111111111111111111111.1111 ` l°1 III®�� IRON ] –_--------- – – 2 IN–DUCTILE ___––––-- LI I– Clj NI a s ------ --- ------- ------- _ bi to �-. N ------ -- ------- I .I ¢-n 171 D E m In - _ -----j' __ ------- .... 13 cu a EQE � 0- 1--) _-_ � 262017 s� 0�1 3 c O N CyEX. 10" SANITARY•SEWER • [ .I`.. r3� • om n O Q O 8 i w . wo Vi 90 REVIEW 3 0 * CHECK PRINT 530 �, �, �, N NOT FOR CONSTRUCTION °% 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 iG SCALE:HORZ 1'-20' 15 90 o VERT 1'=.,' 8ai Uesgnea u7: ,. Drawing he --_ _ Checked BY: 1".4}• ,,' o _. __ -__-__-- -O„��ANN fi`�-I,*—r _-_ CITY OF EVE=RETT WATER MAIN REPLACEMENT "Q” EVERGREEN WAY — W4 Di? _ X0:3 (]MM-OD-YY ENG CHANGED WHAT? RM„&LAX ^ ►,4✓—r " HOLLY DR. TO E. CASINO RD. /_41 rd = NO. DATE APRVD REVISION 8.0.No.: , � PUBLIC WORKS sheet va ..�<"' UP3fi12 �� STA 25+00 TO STA 30+00 6 2;� PLANS ISSUED FOR: Plat Bate: ` + p ,. 0EVEREI T p86F5 BID 1 1 CONST 8/31/2017I023A" �<A:, TB ��, ,� DEPARTMENT WO# UP3612 WATER LINE REPLACEMENT N-° ACTION: DATE 'APRVD ACTION: DATE APRVD ACTION: DATE APRVD Mila.t90s A Hew rt