6009 FLEMING ST 2017 Plans 2022-11-30

r F r 10 SQ s CEMENT CONCRETE CLASS 4000 12" PVC- SLEEVE FIBER JOINT PACKING CAST IRON LOCKING RING AND COVER, SEE SPECIFICATIONS SECTIONS R/W PROPERTY STUBMARKER `LINE ,-(NOTES 5 & 6) PAVED SURFACE / s E ( R/W PROPERTY W I LINE R 2 MAX MIN WIRE, RE WARPS B" GASKETED SPIGOT CAP MIN: REQUIRED FOR OR MECHANICAL PLUG MAGNETIC LOCATION FINDER. 410 6" GASKETED CAP TE 4 SEE STO DWG 602 .iV S'4 1. CLEAN= OUT PIPE AND FITTINGS SHALL BE PVC. 2. A SANITARY TEE OR SWEEP MAY BE INSTAL -LED IN LIEU 0 OF A 1JYE AS :SHOWN. STRAIGHT TEES ARE NOT ACCEPTABLE. �0 0 �� 0 0 3, FOR N1 W PLATS THE VERTICAL RISER PORTION OF THE -OUT WILL BE CONSTRUCTED AT TIME OF CONNECTION 13 CLEAN TO BUILDING TO MINIMIZE DAMAGE, THE 6" WYE AND 6" PVC PIPE VV/GASKETED CAPS WILL BE INSTALLED PRIOR TO BUILDING CONNECTION. 4. SEWER STUB WILL BE EXTENDED 1 Q' BEYOND- PROPERTY LINE TG PREVENT DAMAGE TO CLEAN ---OUT AND MINIMIZE CONFLICTS WITH OTHER UTILITIES WHEN SERVICE TO BUILDING IS ACCOMPLISHED. 5, A PRESSURE TREATED 2"X4" STUBMARKER SHALL EXTEND 12„ 20" DOWN TO A MIN. OF 24" BELOW GROUND. A MIN. OF 36" SHALL EXTEND ABOVE GROUND. 6. THE STUBMARKER SHALL BE PAINTED WITH WHITE TRAFFIC1 f PAINT AND THE WORD "SEWER" AND THE DEPTH IN FEET FROM GROUND TO SEWER STUB INVERT SHALL BE PAINTED _ ON THE MARKER WITH 3" HIGH BLACK PAINTED LETTERS. SEWER SEA WCE DETAIL NOT TO SCALE (PER STANDARD PLAN #604) �0 395 0 a- 0+00 ROMAC, FORD, AND MUELLER SERVICE SADDLE WITH C.C. TO BE USED ON ALL MAINS 3" DIA. AND LARGER, LARGER, INCLUDING A.C. MAINS. CORPORATION STOP: 1" - FORD F600 CC, OR APPROVED EQUAL. FORD SERIES LAO-S (118 BEND) OR LO-S (1/4 BEND) FITTING FOR FLARE x FLARE COPPER. NOTE. PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOT ALLOWED. USE APPROPRIATE 1/4 OR 1/8 BENDS PER ABOVE. USE MUELLER H-1507.3 INSTA TITE FITTING FOR IPS-PE PLASTIC PIPE X FEMALE COPPER FLARE THREAD. OE I" WATER SERVICE LINE SHALL BE EITHER POLYETHYLENE OR COPPER TUBING. * POLYETHYLENE TUBING SHALL BE I" IRON PIPE SIZE LIPS) -ID ASTM D2239-SIDR7 (PE3408). POLYETHYLENE SHALL: 1. MEET THE REQUIREMENTS OF AWWA C901. 2. BE HIGH MOLECULAR MASS WITH AT LEAST 200 PSI RATING. 3. HAVE A #10 COPPER TRACE WIRE WRAPPED ALONG ITS ENTIRE LENGTH (ONE WRAP PER FT), WITH ONE END WRAPPED ONE AROUND THE SADDLE BOLT AND SECURED BETWEEN 2 NUTS. THE OTHER END WILL BE EXPOSED IN THE METER BOX. COPPER SHALL BE 1" TYPE "K" COPPER TUBING. ALL TUBING SHALL MEET THE APPLICABLE ASTM, IAPMO AND AWWA STANDARDS. USE 1/4 OR 1/8 BEND BRASS ST BEND WITH MUELLER H-15426 INSTA TITE FITTING FOR IPS-PE PLASTIC PIPE X MALE IRON PIPE THREAD. (, I" METER SETTER SHALL BE "A. Y. MCDONALO" 62-415WWDD44-15 OR APPROVED EQUAL. I/ METERS SHALL BE INSTALLED BY CITY WATER DIVISION AT OWNERS EXPENSE. j . METER BOX SHALL BE: "CARSON/BROOKS" 111220-12-5 (PLASTIC), OR "BROOKS" 1140-1222-MB (CONCRETE BOX) WITH LID # 40-1222 CC]. ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT WATER DIVISION AT THE DEVELOPERS OR CONTRACTORS EXPENSE. Y( PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING. METERED WATER SERVICE NOT TO SCALE (CITY OF EVERETT STANDARD 0502-C) 1+00 2+00 SkvGff FAWY OR DUPW r SIDEWALK PER C.O.E: STD OIL 312 w Im OR LARGER DOMESTIC WATER SERVICE METER El w w SINGLE FAMILY OR DUPLEX STRUCTURES TART AREA REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM MAY USE A .SINGLE DOMES71C WATER AFTER (SEE STD DWG 502C) THE SIZE OF THE SERVICE METER SHALL BE CALCULATED BY THE CIVIL ENGINEER OR FIRE SPRINKLER DESIGNER AND IS SOLELY RESPONSIBLE FOR THESE CALCULATIONS AND IS NOT THE AUTHORITY HAVING JURISDICTION. THE .=IRE SERVICE SIDE OF THE SYSTEM MUST HAVE A STATE APPROVED BACKFLOW PREVENTION DEVISE. FhZE SPRXKLER SYSTEM DETAIL EVERETT STD DWG 524 NOT TO SCALE APPROX. OF EX. WATEk PER CITY GIs I {( i I ( 7/ 10 �. HOUSE RELOCATE EX. x �i J6001 f HYDRANT BEHIND ( ) PROPOSED / co s { SIDEWALK ar{p 1 ( r?HP / �/ /f s�0�\ �1 _ 2o' - - ®� 00393200060080o B i a' 9 00' r N84'47 49I/ �Ti0 - - 405 003 4T Los/2o�� `� ° • �� "/� rl I \ q 20' 1. I / 10.E 47' RELOCATE EX. R.O,W. 20 EX. • / 10 R/yy / HOUSE !HATER METER R.O. W: ( d DEDICATION BEHIND PROP, /6009 NEW 2 C1' a SIDEWALK ( �^ G o'E (TO REi4AIN) ( ~ t 4 ��f� 24x2 MAN. I I APPROX. LOCATION cn {` y �/ FF=407.75' OF EX. WATER MAIN {: PER C/1' GIS LOT I { P AREA-6,412 SE. 17 a ' NE T5,120 SE l Y i LOB" I AREA= 7,108 SE + { l ! I O W - _ d CONCEPTUAL ( { Gom SFR, 32'X47' ( { $'� ` BLDG i GE 4 6 ❑... '�� 1 +O0 W 1 O MIN. GARAGE FF- 07. 24' SHARED �W I 2.3' DWY ESM'T �- - r SO / 1 i / 0o3932c \ rl 92,00' { I V APPROX. LOCATION OF !I / \. SIDE SEWER i iiiil�/lT�/T/7iiTj 4 6 i7 FY 198.50' 96.50' PER C,'ITY GIS. --___ ----------._... NEW WATER SERVICE HOUSE FOR LOT 2. 1 " NFPA J6011 l 13-D SPRINKLER SYS. r�loTir/Ti/�iT Y ON LOT 2. PROPOSED HOUSEi� SIDE SEWER J6015 {I / 00� ° 0060� CHICKEN �00 �COOP T0 ' OOJ932000602200 ,ECYEND O FOUND 518-x 24- REBAR/CAP WEI 16916 FOUND REBAR/CAP AS NOTED / FOUND MAGNETIC NAIL (WSO WESTERN SURVEYORS, INC. CENTERLINE OF RIGHT-OF-WAY C� EXISTING WATER VALVE Efl EXISTING WATER METER EXISTING FIRE HYDRANT C3 EXISTING MAIL BOX - a- EXISTING UTILITY POLE Y/ EXISTING BUILDING EXISTING CONCRETE (� I PROPOSED BUILDING PROPOSED CONCRETE PROPOSED ASPHALT ---SS EXISTING SANITARY SEWER W - EXISTING WATER LINE ❑HP EXISTING OVERHEAD POWER - - - - - - - - - EXISTING CONTOURS EXISTING VERTICAL CURLS \\\\ \\\\ \\\\ \\ EDGE OF PAVEMENT PROPERTY LINE PROPERTY LINE AFTER DEDICATION - -- RIGHT OF WAY - - - - - EXISTING ADJACENT LOT LINES PROPOSED LOT LINE -m -� PROPOSED E4SEMENT SID PROPOSED STORM LINE SS PROPOSED SEWER LINE W PROPOSED WATER LINE APPROVED PLANNING .jCfi7i,Al�rit,iN 'l-" �. EV ELOP�iIEW i t>. BY -- DATE SEWER NO TFS 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT ;STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. 2. NO PART OF THE SANITARY' SEWER SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UN71L IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. J. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE MIRING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON TIME PROJECT. 4. ALL .SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT--OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. WA TV F NO TES 1, ALL WORK AND MATERIAL SHALL CONFORM TO CITY OF EVERETT STANDARDS AND/OR WSDOT%APWA STANDARD SPECIFICATIONS, AS APPLICABLE: 2, NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS, J. TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY AT THE DEVELOPER'S EXPENSE. 4. THE CITY OF EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. 5, THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL NOTIFY UTILITIES OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. ..J4✓ALE 1 " � 20' 0 20 40 BENCHIURK a 761 VERTICAL DATUM: NAV086 FOUND MAGNETIC NAIL AT THE NORTH PROPERTY LINE EXTENDED WEST TO THE +/ CENTERLINE R.O.W. FLEMING STREET. RAPID STATIC GPS COLLECTION UTILIZING THE LEICA TGRP 1205 TOTAL STATION WITH POST PROCESSING BY OPUS.GOV. PROPOSED FIRE HYDRANT DISTANCE TO FRONT OF HOUSE(S): LOT I = 26' LOT 2 = 130' NOTE, THE EXISTING FIRE HYDRANT NEAR THE NORTHWEST PROPERTY CORNER IS TO BE RELOCATED BEHIND THE PROPOSED SIDEWALK.