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20100125 Plans 051420100 s U N O N a 0 a 0 a z A. i z W cr CL 0 o: u� 0 I5 E 0 N LO as 0 N I,Vjy! 0 �n �Z CONSULTANTS: ENGINEER: SHEA CARR JEWELL 2102 CARRIAGE DR SW, BLDG H OLYMPIA, WA 98502 (360) 352 -1465 CONTACT: BRANDON L. JOHNSON, P.E. SURVEYOR: APOGEE LAND SURVEYING, INC. PO BOX 8755 LACEY, WA 98509 -8755 (360) 456 -7880 GOVERNING AGENCIES: CITY OF YELM COMMUNITY DEVELOPMENT DEPT. 105 YELM AVENUE W. YELM, WA 98597 (360) 458 -3835 CONTACT: GRANT BECK OWNER/APPLICANT: MARIJKE DEUTSCHER 1401 MARVIN RD NE SUITE 307, PMB 254 LACEY, WA 98516 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. w SEC 24, T 17 N, R 1 El WM a in silo 910 491'a A FRONTAGE IMPROVMENTS UTILITIES: STORMWATER /SEWER /WATER: CITY OF YELM YELM, WA 98597 ENGINEERING (360) 458 -8438 CONTACT: STEVE HARRINGTON ELECTRIC: PUGET SOUND ENERGY 5807 MILWAUKEE AVENUE E. PUYALLUP, WA 98372 (360) 786 -5924 CONTACT: MARLEEN HEGG NATURAL GAS: PUGET SOUND ENERGY 5807 MILWAUKEE AVENUE E. PUYALLUP, WA 98372 (360) 786 -5924 CONTACT: MARLEEN HEGG TELEPHONE: YCOM NETWORKS 106 2ND STREET SE YELM, WA 98597 1 -800- 441 -3564 TELEPHONE: SPRINT COMMUNICATIONS 2606 70TH AVE EAST SUITE 102 FIFE, WA 98424 (253) 476 -6655 CONTACT: JOHN CRUZ CABLE: COMCAST 440 YAUGER WAY SW OLYMPIA, WA 98502 (360) 357 -1234 CONTACT: TODD ZIMNY B JOHNSON May X010 ALL DIMENSIONS ►I BY: No.: CV -01 COVER SHEET SHOWN IN FEET L ADO OM,02 3 EC -02 EROSION / SEDIMENT CONTROL DETAILS UNLESS OTHERWISE DESIGNATED 'ROVED BY: oRMMING FILE No.: 8 JOFNSON 290.Q$ CV -01 ROADWAY / STORMWATER PLAN AND PROFILE YELM, WA THURSTON COUNTY VERTICAL DATUM AND BENCHMARK: (T.C. 1252AZ) FOUND 2" BRASS DISK, IN CASE, MARKED 'LS 27192" AT THE INTERSECTION OF TAHOMA BLVD AND BERRY VALLEY RD. ELEV = 336.60 (NGVD 29) BASIS OF BEARING: THURSTON COUNTY COORDINATE SYSTEM S A PORTION OF SEC. 24, Tl 7N. i RI E., W. M. YELM, WASHINGTON 98597 THURSTON COUNTY N L. .411110- 0, •r aF W �►�+ y z SHEA — CARR — JEWELL PO � ENGINEERING AND PLANNING SERVICES F s e `�° ti� 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 SIoNA L v P: 360 - 352 -1465 F: 360- 352 -1509 WWW.SHEACARRJEWELL.COM SHEET/ DRAWING INDEX SHEET # DWG # SHEET DESCRIPTION 1 CV -01 COVER SHEET 2 EC -01 EROSION / SEDIMENT CONTROL AND DEMOLITION PLAN 3 EC -02 EROSION / SEDIMENT CONTROL DETAILS 4 PP -01 ROADWAY / STORMWATER PLAN AND PROFILE 5 PP -02 ROADWAY / STORMWATER PLAN AND PROFILE 6 SD -01 STORMWATER DETAILS 7 SD -02 STORMWATER NOTES AND DETAILS 8 PV -01 ROADWAY NOTES AND DETAILS 9 PM -01 PAVEMENT MARKING PLAN 10 UT -01 UTILITY PLAN AND PROFILE 11 UT -02 UTILITY PLAN AND PROFILE 12 UT -03 UTILITY NOTES AND DETAILS 13 UT -04 UTILITY NOTES AND DETAILS 14 IL -01 STREET LIGHTING PLAN NOTES: 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, THE 2008 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL N01IFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY POR11ON OF THE WORK WHICH WOULD BE AFFECTED. CAUTION - NOTICE TO CONTRACTOR 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE NTS RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR TO CALL 1- 800 - 424 -5555 46 HOURS PRIOR TO PLANNED EXCAVATIONS. SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA COVER SHEET APPROVED FOR CONSTRUCTION BY: . Development Swim F�meer APPROVAL EXPIRES: CV -01 1 of 14 N pOp Of N QO G U / N d 1- O CL 0. m W O O a x a Z W 0 O CL 0. CJ ZFa- O p� Q O m .�5 O 1 E v b09 N O 1--- O U N O a v„ i Z EROSION CONTROL NOTES: SILT FENCE: 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST, 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRAINGULAR SEDIMENT FILTER DIKES: 1. IF THE SLOPE EXCEEDS 10 PERCENT, THE LENGTH OF THE SLOPE ABOVE THE DIKE SHALL BE LESS THAN 50 FEET. 2. ALL DIKES SHALL BE PLACED ON THE CONTOUR AND SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. FILTER MATERIAL SHALL LAP OVER ENDS 6 INCHES TO COVER DIKE TO DIKE JUNCTION; EACH JUNCTION SHALL BE SECURED BY SHOAT RINGS. 3. IN GENERAL, EACH SIDE OF THE TRIANGLE SHALL BE A MINIMUM OF 18 INCHES. 4. NONWOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE GEOTEXTILE FABRIC MAY BE USED AS FILTER MATERIAL. THIS MATERIAL SHALL HAVE A MINIMUM UNIT WEIGHT OF FOUR AND ONE -HALF (4.5) OUNCES PER SQUARE YARD, MULLIN BURST STRENGTH EXCEEDING 250 PSI, ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EXCEEDING 40. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE. INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 cq INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT W NO GREATER THAN 24 INCHES HIGH. 0 cq a 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE N CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. a 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4 -TO 3 -INCH 0 GRAVEL. a w 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, s OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. I� Q 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT ui LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE ui Z INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. CL CL 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. CALL BEFORE YOU DIG & THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND r LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 'i l EXCAVATION. cq REVISIONS Q DATE BY I ffi I� . � W m b8 O :n 90 v �z SEC 24, T 17 N, R 1 El Wm EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. MP RAY IK AN SWALES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION), 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. FRAME t FIL WA s d3• :�; .;� . . GRATE GEOTEXTILE CB FILTER, PER MANUFACTURER'S SPECIFICATTIONS RSWaM > WArRM4WMWXkF0RCmroFarMak W *10IMM , „ STORM DRAIN INLET I B JOHNSON IMq 2010 ALL DIMENSIONS ON BY: .9 N,: L HLRTADO M.02 SHOWN IN FEET UNLESS OTHERWISE DESIGNATED I 'ROVED BY:AIMNG FU No.: B JOHNSON 290.02 EC-02 OVERFLOW BYPASS SEDIMENT AND DEBRIS CROSS SECTION NotraxxF ISOMETRIC VIEW m r7oackE TERS 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL. 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION ENTRANCES• 1. MATERIAL SHALL BE 4" TO 6" QUARRY SPALLS AND MAY BE TOP- DRESSED WITH 1" TO 3" ROCK. (STANDARD SPECIFICATIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE - FAMILY RESIDEN•IIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. GEOTEXTILE INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT 4" -8" QUARRY I sPAUS NOTES: 1. DRIVEWAY SHALL MEET THE REQUIREMENTS OF THE PERMITTING AGENCY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USE STAPLES OR 1MRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2 "x14 Go WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED BURY BOTTOM OF FILTER MATERIAL IN 4 00" MIN TRENCH 6' -0" MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED a 4 "x4" MIN TRENCH, PROVIDE 3/4" TO 1 -1/2" WASHED ROCK OR NATIVE BACKFILL 2 "X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT SMWNATM ow u WXK FM cmraFar Wuk MSMMi 9MffiW7Rors wrwoEW"FMCrrY0F0LYft W i2arl DATE DATE STABILIZED CONSTRUCTION ENTRANCE, SILT FENCE �dpN •�ti +ter A, o °z y z SHEA • CARR -o- JEWELL l ENGINEERING AND PLANNING SERVICES 'PS f �TE91 Gti� 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 s NAL P:360- 352 -1465 F:360- 352 -1509 WWW.SHEACARRJEWELL.COM SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA APPROVED FOR CONSTRUCTION BY: s�> ; APPROVAL EXPIRES: EROSION / SEDIMENT CONTROL DETAILS EC-02 3 of 14 s o� — ----_ — AND GUTTER 0 0 1 a a O cnll N a Q a r Z 0 CALL BEFORE YOU DIG & THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND >- LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY m EXCAVATION. '9 �— � Q REV1 5 � r I b� 0 N �z r O 1 SEC 24, T 17 N, R 1 Es WM �nw inw IgV1�VIpL1\ I STA 10 +00 N: 594958.17 E: 1111127.75 SAW CUT BEGIN ROADWAY CONSTRUCTION BEGIN TAPER, 16' RT MATCH EXISTING EL ±339.34 340.0' .............. . ... ... _ .. 335. PVI STA: 10 +64.42 PVI ELEV.- 340.16 K: 24.02 LVC: 50.00 4- STA: 12 +85.25 HIGH PT. STA: 10 +70.26 � cn °; �; HIGH PT ELEV: 340.04 a + K: 84.00 + M CL (TYP) -NEW GRADE ® 0 N' CL (TYP) `p W J 10 +00 LAJ W 1Q- W 11 +00 1¢-- cxj V + EX R� END TAPER, 8' RT O O -h N M C In a C/3w w w _z= J C0 Z W U W Q cl) PVI STA: 12 +85.25 : PVI ELEV. 338.40 '!-d- PPROX EXISTING GRADE @ K: 84.00 CL (TYP) -NEW GRADE ® LVC: 25.00 N' CL (TYP) `p M M 10 +00 � 11 +00 cxj + 0.80% �, n W J �-> a uj May 2010 rl L� - --- _'_----- -_ —�_— ON BY: ' W �� y �► L HL TADO 0002 SHOWN IN FEET h J cn H EA — CA R R — JEWELL UNLESS OTHERWISE W U W DESIGNATED p F- co STA 11 +75.00, 16' LTA — U CB #1 TYPE 1 Z 0 RIM 338.85 HORZ: 1'; 2q' F- •a IE 3 VERT: t =2 I) 0 35.85 ui� 184 LF 12 "0 CPEP 0 0.702 ........... N t`- O -.4- cD 7coo6 r1 12 +00 13 +00 SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENT'S YELM, WA 0 20 40 SCALE IN FEET LEGEND: FLOW ARROW D STORM SEWER LINE ASPHALT SEE PV -1 PAVEMENT CEMENT CONC. 4'» SIDEWALK PV -1 CEMENT CONC. 4 -13 CURB AND GUTTER �-1 IN TYPE 1 CATCH BASIN NOTES: h1 in, 1. ALL CATCH BASIN STATIONS & OFFSETS RELATE TO FLOW LINE, FACE OF CURB (BACK OF RIM) UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED WITH A HERRINGBONE GRATE. 2. ALL STANDARD PLANS ARE WSDOT UNLESS OTHERWISE NOTED, APPROVED FOR CONSTRUCTION BY: Date: Davelopmm� seiv;oa Bogineer APPROVAL EXPIRES: ROADWAY / STORMWATER PLAN AND PROFILE SHEET No.: 4 0w 14 I-- co '!-d- °; N7 M 10 +00 11 +00 s"WED BY: ''ME"E DATE: B JoFNriSON May 2010 rl •, f,+ �'` ON BY: No.: ALL DIMENSIONS �� y �► L HL TADO 0002 SHOWN IN FEET h = 2 S H EA — CA R R — JEWELL UNLESS OTHERWISE 'ROVED BY: IDRAVANG FILE No.: DESIGNATED p ENGINEERING AND PLANNING SERVICES 8 JOF9'" 290.02 q sb EQto 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 PP-01 s N L ti��' P: 360- 352 -1465 F: 360 -352 -1509 WWW.SHEACARRJEWELL.COM 184 LF 12 "0 CPEP 0 0.702 ........... N t`- O -.4- cD 7coo6 r1 12 +00 13 +00 SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENT'S YELM, WA 0 20 40 SCALE IN FEET LEGEND: FLOW ARROW D STORM SEWER LINE ASPHALT SEE PV -1 PAVEMENT CEMENT CONC. 4'» SIDEWALK PV -1 CEMENT CONC. 4 -13 CURB AND GUTTER �-1 IN TYPE 1 CATCH BASIN NOTES: h1 in, 1. ALL CATCH BASIN STATIONS & OFFSETS RELATE TO FLOW LINE, FACE OF CURB (BACK OF RIM) UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED WITH A HERRINGBONE GRATE. 2. ALL STANDARD PLANS ARE WSDOT UNLESS OTHERWISE NOTED, APPROVED FOR CONSTRUCTION BY: Date: Davelopmm� seiv;oa Bogineer APPROVAL EXPIRES: ROADWAY / STORMWATER PLAN AND PROFILE SHEET No.: 4 0w 14 0 C4 O 1 M CL N oO Of N Q U / ZaN J d fZ- W O a c� a 61 a a X i Z w 0 a- a Q LX 0 m �o N 1 E N to W to O .-- N 0 o c� N �1 O r FE o ,. � Z ^rte Vl 0 a L�7 a s Z W 0 a fi 0 or y C4 E v o� 0 N o �z , , °a °r °\ s , STORMWATER ~`�, ° \ \ ♦��'�� \ \ INFILTRATION POND era �• � \ .,� °`°y� , ` � 1 , 0 10 20 , SCALE IN FEET 0 E a° , r �+ STORMWATER"" BIOSWALE rq , , , 0 o "° `* o EROSION o ° o,CONTROL PAD C %\ F o� i 0 - . - ... . . ................ r� �� ��. LL _ _ ... m w off_: '#`'i a :,: ".: s �.1.P i 6 FMb{ SA +: .�a -a � .. _ ... y ��y..,�7 ��. - IN —D D D D CALL. BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. n B JOFNSON May 2010 JOB No.: OMA2 DRAWING FILE No.: ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED M BY: L HUffTADO 'ROVED BY: B JOHNSON 290.02 8D-M �, h r SEC 24, T 17 N, R 1 Ey WM U Z Iw ±12 30 ±335.00 EXISTING GROUND 100 YEAR W.S. ELEV_ 332_41 MONTH W_S._ELEV_ 33 3 RE POINT TABLE POINT # NORTHING EASIING A 595037.87 m, W 9 10 �, , , 9 W POINT TABLE POINT # NORTHING EASIING A 595037.87 1111644.73 B 595030.11 1111638.42 C 595011.20 1111661.71 D 595017.41 1111666.75 E 595019.93 1111666.82 F 594983.99 1111, 07.89 G 594985.54 1111709.15 EXISTING GROUND _ 17 100 YEAR W.S. ELEV_332_41 _ 0 02 Z SHEA - CARR • JEWELL W ENGINEERING AND PLANNING SERVICES R � X691 o � r1STE 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 � P:360- 352 -1465 F:360- 352 -1509 NA L WWW.SHEACARRJEWELL.COM BOTTOM ELEV. SECTION B -B NTS 55 POND BOTTOM SHALL BE SODDED OR HYDROSEEDED - 2%- SECTION A -A ± NTS SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA C-1) Z FU— (J ±9m1W ±336.00 12"0 CPEP 0 0.50% OUTLET IE= 333.15 Q >— �V) VARIES ,, VARIES SECTION C-C NTS EXISTING GROUND APPROVED FOR CONSTRUCTION BY: . Devlopmaat Swrim i�ginear APPROVAL EXPIRES: SD -01 STORMWATER DETAILS SHEET No.: 6 OF 14 = Z z cr> 0 0 N oO tlf Qq/ 4 U N d t- O tr a I 0 a / z w 0 CL CL 0 N C �g I g o�2 C4 6Vjs1 v / �z SHEA CARR JEWELL GENERAL STORM DRAINAGE NOTES: 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. 2. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF GRATE TO CENTER OF GRATE. 5. INSTALL CATCH BASINS PER WSDOT STANDARD PLAN, SEE THIS SHEET. 6. PLAN LOCATIONS OF OTHER UTILITIES ARE DIAGRAMMATIC ONLY. CONTRACTOR TO VERIFY FOR THESE SYSTEMS. VERIFY AND COORDINATE LOCATIONS WITH NEW FACILITY INSTALLATIONS IF NOT WHERE SHOWN ON EXISTING PLANS. #3 BAR EACH #3 BAR EACH JIM BARE.,#I ". FRAME AND VANED GRATE 6" OR 12" HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION /n - PRECAST BASE SECTION CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. I'1 SEC 24, T 17 N, R 1 E, WM N 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20 ". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9 -04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. *CORRUGATED POLYETHYLENE 1 4. The frame and grate may be installed with the flange up or down. The STORM SEWER PIPE frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. #3 BAR EACH CORNEF 18" 6DJ #3 BAR HOOP 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1 STANDARD PLAN B- 5.20 -00 06 -01 -06 APPROVED FOR CONSTRUCTION BY: Date: Dwelopmant Swim Booma APPROVAL EXPIRES: DESIGNED BY: ISSUE DATE: PROJECT NAME: DRAVANG No.: B JOHNSON May 2D10 y 'r!'i �►- ►''0" SD-02 JOB ALL DIMENSIONS �� � "per so SW BERRY VALLEY ROAD DRAWN BY: L HURTADO � 02 SHOWN IN FEET m P _ Z S H EA - CAR R -o- J EW E L L FRONTAGE IMPROVEMENTS STORMWATER NOTES AND DETAILS SHEET No.: UNLESS OTHERWISE x 4J DRAWING FU No.: DESIGNATED ,, F 44691 �o �24' GIST ENGINEERING AND PLANNING SERVICES 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 YELM, WA APPROVED BY: B ,IO M.01 SM (� s ON A ` � P: 360 -352 -1465 F: 360- 352 -1509 7 14 WWW.SHEACARRJEWELL.COM OF 0 0 0- O 0 rn a V! acz cx 0 o` n. f- s a a 0 li 0 Go S N l� O I o� 0 Cl -o ri CITY OF YELM ROADWAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY All UTILITY LOCA11ONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 1111 UTILITY EASEMENT NEW CITY R/W EDICAI R/W SEC 24, T 17 N, R 1 El WM EX CITY CITY R/W R/W SIDEWALK 2% MATCH EXISTING INSTALL SIDEWALK PER DETAIL 4 -11 THIS SHEET 1 .. VARIES 8 TO 16 SEE PLAN INSTALL CEMENT CONC. CURB AND GUTTER PER DETAIL 4 -13 THIS SHEET I 2% 2� 0.50' (TYP) --a I-- BALLASTS I 0.17' CST( 0.33' HMA CL j 64— TYPICAL ROADWAY SECTION EDGE ARCUND EACH PANEL -BROOM FINISH E)<PANSION EXPANSION JOINT SCORE MARK JOINT PLANTER STRIP —J (AS REQ.) CURB & GUTTER SIDEWALK PLANTER STRIP 5' MIN (AS REQ.) NOTES: I. EXPANSION JOINT MATERIAL TO BE 3/3" THICK PREMOLDED JOINT FLLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBUZADE INSPECTION REQUIRED BEFOR= POURING CONCRETE. 3. SCORE MARKS SHALL BE t1/8" WIDE BY t11/4" DEEP. FOR SIDEWALKS OVER 8' N WIDTH, A LONGITUD NAL SCCRE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. FXPANSION JOINTS SHAI I RF INS -AI I FD IN CORR AND GU-TER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSICN JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CJRB AND GU-TER WHEN SIDEWALK IS A)JACENT TO CURB AND GU -TER, UNLESS OTHERWISE DIRECTED BY ENGINEER. B JOFMI;ON 15' ALL DIMENSIONS DRAM BY: ,8 No,, 4 -1 3 5' 5' 5' OM 02 A D ti TYPICAL ROADWAY SECTION EDGE ARCUND EACH PANEL -BROOM FINISH E)<PANSION EXPANSION JOINT SCORE MARK JOINT PLANTER STRIP —J (AS REQ.) CURB & GUTTER SIDEWALK PLANTER STRIP 5' MIN (AS REQ.) NOTES: I. EXPANSION JOINT MATERIAL TO BE 3/3" THICK PREMOLDED JOINT FLLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBUZADE INSPECTION REQUIRED BEFOR= POURING CONCRETE. 3. SCORE MARKS SHALL BE t1/8" WIDE BY t11/4" DEEP. FOR SIDEWALKS OVER 8' N WIDTH, A LONGITUD NAL SCCRE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. FXPANSION JOINTS SHAI I RF INS -AI I FD IN CORR AND GU-TER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSICN JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CJRB AND GU-TER WHEN SIDEWALK IS A)JACENT TO CURB AND GU -TER, UNLESS OTHERWISE DIRECTED BY ENGINEER. B JOFMI;ON Mq 2010 ALL DIMENSIONS DRAM BY: ,8 No,, 4 -1 3 PUBLIC WORKS DIRECTOR SHOWN IN FEET L HLRTADO OM 02 A D ti S -C UNLESS OTHERWISE S -C DESIGNATED APPROVED BY. 154AVANG FILE No.: B JOFw" 290.2 PV-m C TY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 4 -11 S -c I S -C S —C 1 10/3/94 5 1/2- I� 1 "R 4 a 'a a d 4 a Q G 4 0.50' (TYP) —m -1 1-- ---10.5' MIN 1 /2 "R 0 m � � I U ° 0 W 4 . U U- a d d 7 1/2- CEMENT CONCRETE BARRIER CURB 1/2 "R n e v � D 6 1/2" 5 1/2" 1 /2 "R 4 1 "R ° /2 "R ° pd d e ° O d I (0 v e a °4 d d °d d CEMENT CONCRETE BARRIER, CURB AND GUTTER m o: U = 1/2-R O .. v. CEMENT CONCRETE ROLLED CURB AND GUTTER NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. -f L 'A"`•� 0* z 5HEA - CAR � JEWELL to ENGINEERING AND PLANNING SERVICES R cl Tape ti�� 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 ss A ti� P: 360 - 352 -1465 F: 360 - 352 -1509 LI WWW.SHEACARRJEWELL.COM CITY OF YELM DEPT. OF= PUBLIC WORKS CEMENT CONCRETE CURBS APPROVED DWG. NO. v � DATE 4 -1 3 PUBLIC WORKS DIRECTOR 0 DW a A D ti 1/2-R O .. v. CEMENT CONCRETE ROLLED CURB AND GUTTER NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. -f L 'A"`•� 0* z 5HEA - CAR � JEWELL to ENGINEERING AND PLANNING SERVICES R cl Tape ti�� 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 ss A ti� P: 360 - 352 -1465 F: 360 - 352 -1509 LI WWW.SHEACARRJEWELL.COM CITY OF YELM DEPT. OF= PUBLIC WORKS CEMENT CONCRETE CURBS APPROVED DWG. NO. DATE 4 -1 3 PUBLIC WORKS DIRECTOR DES. DW CKD. DATE S -C S -c. S -C 3/15/94 SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENT'S YELM, WA APPROVED FOR CONSTRUCTION BY: Date: APPROVAL EXPIRES: DRANANG No.: ROADWAY NOTES AND DETAILS PV -01 O a 0 N qQ/ Q U N d zH W F- O I 0 a a w 0 0 a CL cz 0 m N O O 1 E A N N o� s� N v �z �JO � o� ° t e ` 00 IN ,�. Q 1 -4 t 9 +95.00, 10 LT CONNECT TO EXISTING C? 8"0 WATER MAIN h 1q� INSTALL 54 LF 8 "0 PVC C900 CL 150 WATER MAIN — , w w STA 10 +50.00, 19.50' LT INSTALL 1- HYDRANT ASSEMBLY d . a SEC 24, T 17 N, R 1 Ey Wm f 4 INSTALL 300 LF 8 "0 C900 CL 150 WATER MAIN �Fi A. i a A w —w t -. w w _w w w w - ` ••-- — _ 11 +00 4 ' w w S88' 30.6 " + — 76 2 , _ E _ 12 +00 .58' r--- ---- -_ 13 ._ T... s 1- N 0 a 0 a W Ca Q H i foll Z 0 a CALL BEFORE YOU DIG 0 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND r LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY E5 EXCAVATION. I° eq REVISIONS o A Ig N b� 0 N W v �z 340.15 335. 10 +07.50, 10' RT CONNECT TO EXISTING 4 "0 S.T.E.P. MANN INSTALL 1 -4" GATE VALVE (Mj) INSTALL 54 LF 8 "0 PVC: C900 CL 150 WATER MAIN 9 +95.00, 10' LT— CONNECT TO EXISTING ........ eO WATER, . MAIN 0 20 40 SCALE IN FEET °o ♦ N CDM C H � W z = LEGEND: J (n 2 W W • -•� EX WATER MAIN Cn w PROPOSED WATER MAIN pol. THRUST BLOCKING s r N WATER VALVE HYDRANT INSTALL 620 LF 4" "" BLOWOFF PVC 1 PS 1120 SDR 21 CL 200 — — "' — S.T.E.P. MAIN SW BERRY VALLEY RD ____s ----- —,. EX S.T.E.P. MAIN ---s— PROPOSED S.T.E.P. MAIN STA 10 +50.00, 19.50' LT INSTALL 10 +07.50, 10' RT CONNECT TO EXISTiNO ° INSTALL 620 LF 4 "0 4-0 S.T.E.P. MANN PVC 1PS 1120 SDR 21 CL 200 ' '� iNSTALt z :o S.T.E.P. MAIN 1 -4" GATE VALVE (W) < c>` » ►� a, MAINTAIN 60 MIN.. COVER (TYP) HOiZ 1'=2 r— : r„ r(o�! r� ao ' • - VERT: 1 =2 �; �. _ _ 10 *00 B JOFNSON Mily 2010 ALL DIMENSIONj AWN BY. Xe Nh: L HLRTABO M.02 SHOWN IN FEET REMOVE ANY END OF LINE CLEANOUT OR BLOWOFFS ch UNLESS + /O�,TiHAERWI, DESIGNATED DROVED 8Y: ORAIMNG FllE No.: B JOFIIt" M.02 UT -01 C 114-00 ..� . •�► •n►- WA r fycy �' z 2 SHEA — CARR — JEWELL to ENGINEERING AND PLANNING SERVICES 4u 1p ec 691 � 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 � P:360- 352 -1465 F:360- 352 -1509 jD AL WWW.SHEACARRJEWELL.COM 12 +00 SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA N SEWER VALVE ©CO CLEANOUT APPROVED FOR CONSTRUCTION BY• . Date: 1Dvvebpmeot Sarvioers P.e j eer APPROVAL EXPIRES: UT-01 UTILITY PLAN AND PROFILE SPIFFY No.: 10 of 14 NOTE: 1. WHERE CONNECTING TO EXISTING WATER AND SEWER, REMOVE ANY END OF LINE CLEANOUT OR BLOWOFFS ch 4 AS REQUIRED. REUSE AT THE PROPOSED END OF Q a- CONSTRUCTION IF POSSIBLE. W W w Z = J (n = W U W cl) Q APPROVED FOR CONSTRUCTION BY• . Date: 1Dvvebpmeot Sarvioers P.e j eer APPROVAL EXPIRES: UT-01 UTILITY PLAN AND PROFILE SPIFFY No.: 10 of 14 0 CV O I N oO A N op/ Q N d F- W O OC W� c� FZ<- O 1 0 ilEZ W O d W� W Z� v E O Y q N IE E5 M � b O O U N �1 v / zz CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF AL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED "POWER ". TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE < 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. z W 0 0- a CALL BEFORE YOU DIG & THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND >_ LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY cr C EXCAVATION. V N o REVISIONS N ul a lic CD N y� �z 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. 8 JOHN" kby 2010 RESPONSIBLE FOR MAINTENANCE AS REQUIRED. JOB No.: a g290.02 APPROVED BY: DRAFANG FILE No I F- N 290.02 UT-W 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE DRILL 1 /2" HOLE OR SLOT a FOR MARE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF a -2 - #4 BARS EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND i WTH EXISTING ROADWAYS. 3' MIN, GRADE B A.C. PAVING OVER 4" CRUSHED SELECT SACmLL FINISH ROADWAY TO CANFQM TO ALL E%DST1N OVER GRAVEL BASE SURFACE TCP CCIURSE a GRADES AND CURBS 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE SLOPES SHALL MATCH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS SELECT SACKFILL MATCH D USTMNU RN15H REQUIRED. CMCRETE THICKNESS COMPACT TO 859 107LM AND GRADE, WMROSEED/ PLANTiNa 4 FINISH GRADE SHALL BE 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A SMOOTH & CONSISTANT COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL COMPACT TO aax iAITH E30511ING GRADE TIMES. 0 MOUND SACKFIL UNIMPROVED SUrAM N/A < 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. z W 0 0- a CALL BEFORE YOU DIG & THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND >_ LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY cr C EXCAVATION. V N o REVISIONS N ul a lic CD N y� �z 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. 8 JOHN" kby 2010 DRAWN BY: JOB No.: L HURTADO g290.02 APPROVED BY: DRAFANG FILE No B JOAN 290.02 UT-W ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWit'. DESIGNATED l to _w -0 1� w w ZIA ��� t, I SEC 24, T 17 Ni R 1 Ell Wm RESTORATION SURFACE SEE RESTORATION TABLE ABOVE I_ TYP. VALVE NUT EXTENTIONS REQUIRED VALVE BOX, RICH N0, 910 TO BRING NUT TO 1MT141H 12' OF OR EQUAL W/ COVER THE SURFACE. MARKING TO READ "SEWER'-, DO NOT COVER BOLTS W/ CONCRETE UNDISTURBED SOIL ,NOTE: 2" do 3" VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION y PYC PIPE VATH CONCRETE SUPPORT BLOCK FOR VALVES 2" AND LARGER CITY OF Yf LM DEPT, OF PUBLIC WORKS TYPICAL SEWER MAIN LINE CATE VALVE APr DWG. No. PUBLIC WORKS DIRECTOR DATE 7-21 - D WN, CKa. JY JEG Tr 4,/2007 ftH NO. 010 VALVE 50K, " OR EQUAL WITH COVER M Ir ARKN READ TO READ "SEYMER` (TYP,) THREADED PLUG'"- 6' PVC PIPE ASTM 0 – 3034 (MVI.IITE) —� 2'a –W BEND CONCRETE BLOCK .o is IL SCH 40 PVC PIPE FRG VALVE W/SOLVENT MELD JOINTS. PIPE TO BE SAME SIZE SEWER MAIN �- ' '11 41I► SHEA • CARR -w JEWELL ENGINEERING AND PLANNING SERVICES 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 P:360- 352 -1465 F:360- 352 -1509 W W W. SH EACARRJEW ELL.COM SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA SEE RESTORATION TABLE FINISH GRADE— r r • _ r tii \ / \/�i \itii�! \rti \i \f \t / 1 - PIPE 00 -0. W J BACKFILL SEE RESTORATION TABLE MAINTAIN SIDE SLOPE AS STEEP AS POSS38LE SEWER LINE PIPE BEDDING FOR FLEN19LE PIPE PLPE O.D. RESTORATION TABLE 1 r• 1 1 /z' CIA, CONCRETE SLA8 2' x 2' COMMENTS/ CENTERED ON VALVE TONING WIRE. BRING TO W/ 4 -14'S EA(N WAY TOP SURFACE LN VALVE BO)( 8" PVC PIPE ASTM DRILL 1 /2" HOLE OR SLOT 0 -3034 (MITE) FOR MARE StWACE CATE VALVE, MJ x MJ PVC SEWER MAIN --1 -2 - #4 BARS DO NOT COVER BOLTS W/ CONCRETE UNDISTURBED SOIL ,NOTE: 2" do 3" VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION y PYC PIPE VATH CONCRETE SUPPORT BLOCK FOR VALVES 2" AND LARGER CITY OF Yf LM DEPT, OF PUBLIC WORKS TYPICAL SEWER MAIN LINE CATE VALVE APr DWG. No. PUBLIC WORKS DIRECTOR DATE 7-21 - D WN, CKa. JY JEG Tr 4,/2007 ftH NO. 010 VALVE 50K, " OR EQUAL WITH COVER M Ir ARKN READ TO READ "SEYMER` (TYP,) THREADED PLUG'"- 6' PVC PIPE ASTM 0 – 3034 (MVI.IITE) —� 2'a –W BEND CONCRETE BLOCK .o is IL SCH 40 PVC PIPE FRG VALVE W/SOLVENT MELD JOINTS. PIPE TO BE SAME SIZE SEWER MAIN �- ' '11 41I► SHEA • CARR -w JEWELL ENGINEERING AND PLANNING SERVICES 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 P:360- 352 -1465 F:360- 352 -1509 W W W. SH EACARRJEW ELL.COM SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA SEE RESTORATION TABLE FINISH GRADE— r r • _ r tii \ / \/�i \itii�! \rti \i \f \t / 1 - PIPE 00 -0. W J BACKFILL SEE RESTORATION TABLE MAINTAIN SIDE SLOPE AS STEEP AS POSS38LE SEWER LINE PIPE BEDDING FOR FLEN19LE PIPE PLPE O.D. RESTORATION TABLE 1 SURFACE THICKNE55 BACKnLL/f COMMENTS/ TYPE COMIPACTION R€CMNTS. QTFIER REOMEMLENTS CRUSHED 4' CRUSHED SUFdrAGE SELECT "711.1. nNISIi GRADE ST'IAIII K StWACE TOP COURSE COMPACT TO 939 SMOOT14 A CMSISTANT WTH EXISTING A.C. PAVI:MRENT 3' MIN, GRADE B A.C. PAVING OVER 4" CRUSHED SELECT SACmLL FINISH ROADWAY TO CANFQM TO ALL E%DST1N OVER GRAVEL BASE SURFACE TCP CCIURSE COMPACT 10 951E GRADES AND CURBS SLOPES SHALL MATCH 0ONC•RETE SURFACE MATCH EJUSTINC SELECT SACKFILL MATCH D USTMNU RN15H (I)MWWMAY/SiOEWALK) CMCRETE THICKNESS COMPACT TO 859 107LM AND GRADE, WMROSEED/ PLANTiNa NATIVE BACKFILL FINISH GRADE SHALL BE LA"i/LAN05CAPE OVER C MA1". TYPE A SMOOTH & CONSISTANT TOP 50L COMPACT TO aax iAITH E30511ING GRADE NATIVE BACKFILL MOUND SACKFIL UNIMPROVED SUrAM N/A COMPACT TO 855 2' AWYE EXITING GRADE & SMOOTH CSBC = CRUSI#D SURFACE BASE COURSE CSTC = CMSHED 5JRFA(X TOP CWRSE 04 • ;' 0_C_ EACH WAY TOP DRIP 1/2' MOLE CAR SLUT FOR WIRE GATE VALVE SMALL BE SAME SIZE AS MANN ("MJ) TONING 'MIRE /-- CONNECT T4 YNNLINE USE EXPANSION FITTINGS AS REQUIRED VALVE NUT EXTENTIONS REC1ti1RED TO BRING TAUT TO VATHIN 24' OF THE SURFACE CITY OF YELM ,DEFT. OF PUBLIC WORKS TYPICAL END OF LINE CLEANOUT APPRO7 DWG_ ND. PUBLIC WGRKS DIREC70R DATE I—, ES- CI A JY AG TP 4/2007 J CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APeEQVFn DWG. NQ. trl,., .- - PUBLIC WORKS DIRECTOR OATS OWN. GSD, DATE JY JEG TP 4/2007 APPROVED FOR CONSTRUCTION BY: . Dmbpmmc Swvim B,Igi m APPROVAL EXPIRES: UTILITY NOTES AND DETAILS UT-03 SHEET No.: 12 of 14 CITY OF YELM GENERAL WATER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK iN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRE CONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835 TO SCHEDULE A PRE CONSTRUCTION MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATION (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL, MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 301(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR CLOW MEDALLION. HYDRANTS SHALL BE BAGGED UN11L SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 0 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC i NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A N STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL a 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TiED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. Y� 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED iN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRiOR TO CONSTRUCTION BY CALLING THE UNDERGROUND r LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 9 EXCAVATION. CO g 0 REVISIONS =i ,g E b� N 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WiLL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE A "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 4$ HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING DINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OT INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST" PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. AND REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /Oil OMISSIONS ON THESE PLANS. #4 REIRAR TO MEET ASTM A615 GRADE 50 FY�=6000PSI COMMERCIAL CONCRETE 1 " (tFDOUT1IDE PAYED@ BROADWAY) PAVEMENT TRNC FLOW 250 `'HATER CONNECTION SEC 24, T 17 N, R 1 Ev WM Top view operafing n#A ! I - - Ltmlto of payment K Paint Hydra ni Wadher shield Sun Yellow High and Hrdront Lock Crude Enamel Bonnet � 13312 21 /s'I *ao connection e►itlfb throods I NYORANT Gf'FSET . - - - -- d wA�°i" Slua�mtr con nrecilan wlih NST ihroads S@@ moire bony and �► do 5" SMrz adaptor vd+re stern det�ell<- As" Sale 5 -37 w/SC cop 11-11 r- Ground To ntkil SMndpipe VP'm 3' Minimum - b" Flan rei tiny hydrarlf Les Each PYp AA Joint Iron. r i 1 t16 E8 .,: a" Inc, Negviwaq �. ON CIO d tq Iran pips' eu fee I n lh t: 8" 4ota V01". FL X MJ See Dots below -- Varies _ .......� 4 "xlrxt 1l" concrete block Hydrant shaa awkfell to tip of drain ring housing Plastic barrier between bdfs with 2 Washed rock as shown a' x a' shalt of 1I aide. plastic or can- Noin struattan fabric. coverrng 2" washed rock Conarefe thrwet block 1 • accordance Nh Semen 6.i OW fifi nQ my agolFlslt In addNton, a mllnimum three loot radius unebsimted working areal shall bw provided around all hydrants. CITY OF YELL WASHINGTON 2. Hydrants @hall be Dresser Mi t H �pT, OF PU @UO WORKS RII9wd stTie 929, Clow Medallion or Afflafkwn AYK Series 2750 or Nu o ler x cot* von FIRE HYDRANT 3. Got* rahie@ side be reltRlant wed with 0-ring seals. Vafte ends shall be Mechankoll joint by ANSI flanges. Volwn shall 40"form to AWWA 509 -80. amrAm Dreg, � Valves shall b* Wuslier M&Hli. Kenn+rdy. :••Aa Clown R/W or Waterous Sert@s Sao. PttCt�C �MORKS DIAflC11<I11 cletTE 6-7 4• Fri Hydrant look payment is rogw*vd OE6 CrKD: [l11TII; city veil order and fnNpll. JIM TP 4 i BROOK SERIES 36 CONCREI Y! 1 910 VB 42" MIN. COVER LOCATE I WIRE 2" DIA. BRASS 4:0MMERCIAL CONC THRUST BLOCK tAP WITH 2" F.P. , THREADED TAP f I� p 3. CLAS#i `73000 4" • ; CONCRETE PAID Mqaoto ALL DIMENSIONS SHOWN IN FEET O WN BY: JOB No.: L HLRTAOO 6" MiN. METER BOX 2" GATE VALVE SHALL BE EQUAL UPFERLE �i7 PIPE BEDDING TO HYDRANT OR pit WITH 2" SQUARE M & H STYLE - APPROVED EQUAL 2" ABOVE PIPE THRUST 4067 OR OPERATING NUT VALVE Box WITH COVER (COUNTER CLOCKWISE OPENING) SEE NOTE 1. 5' -0.. 36" MiN. DUCTILE IRON PIPE -2" THREADED FLANGE (TYP) , SWING JOINT AT DRAIN ROCK I BASE OF HYDRANT r-2" DIA. BRASS FOR DRAINAGE I :51 If1 • .� ,., k, t SHALL BE THE SAME SIZE AND INSTALLED THE MAiNLINE AND PROVIDED WITH ON A A�ROVEt� DWG. No. CONCRETE THRUST BLOCK. 1 910 VB 42" MIN. COVER LOCATE I WIRE 2" DIA. BRASS 4:0MMERCIAL CONC THRUST BLOCK tAP WITH 2" F.P. , THREADED TAP f I� p 3. CLAS#i `73000 4" • ; CONCRETE PAID B JOFBISON Mqaoto ALL DIMENSIONS SHOWN IN FEET O WN BY: JOB No.: L HLRTAOO 6" MiN. METER BOX 2" GATE VALVE SHALL BE EQUAL UPFERLE �i7 PIPE BEDDING TO HYDRANT OR pit WITH 2" SQUARE M & H STYLE - APPROVED EQUAL 2" ABOVE PIPE THRUST 4067 OR OPERATING NUT VALVE Box WITH COVER (COUNTER CLOCKWISE OPENING) SEE NOTE 1. 5' -0.. 36" MiN. DUCTILE IRON PIPE -2" THREADED FLANGE (TYP) , SWING JOINT AT DRAIN ROCK I BASE OF HYDRANT r-2" DIA. BRASS FOR DRAINAGE I B JOFBISON Mqaoto ALL DIMENSIONS SHOWN IN FEET O WN BY: JOB No.: L HLRTAOO 0002 2" GATE VALVE SHALL BE EQUAL p PIPE BEDDING TO WITH 2" SQUARE M & H STYLE - 2" ABOVE PIPE THRUST 4067 OR OPERATING NUT UNDISTURBED BLOCK (COUNTER CLOCKWISE OPENING) EARTH L� SEE NOTE 2. CITY OF YELM, WASHINGTON 1. VALVIE BOX AND COVER SHALL BE PER DEPT. OF PUBLIC WORKS YELM VALVE BOX DETAIL 6 -11. 2• WATERMAINS WHICH WILL BE EXTENDED 2 ASSEMBLY iN THE FUTURE. THE VALVE WHICH OPERATES THE BLOWOFF ASSEMBLY SHALL BE THE SAME SIZE AND INSTALLED THE MAiNLINE AND PROVIDED WITH ON A A�ROVEt� DWG. No. CONCRETE THRUST BLOCK. --y-DATE 6 -9 PUBLIC WORKS DIRE DES.,• I NKD.17 DATE B JOFBISON Mqaoto ALL DIMENSIONS SHOWN IN FEET O WN BY: JOB No.: L HLRTAOO 0002 UNLESS OTHERWISE p DESIGNATED 'ROVED BY: DRANANG FIDE No., B JOFBISON 30.02 UT44 I L� DIP HE! •rte •� i TOP IEW SIDE VIEW SIDE VIEW • • r` ,� � � AIMII � �I.L it � IR I I . •/ �: 'w• TEE SIDE VIEW CROSS CROSS 4. TEE WIM �• 4. PLUG PLUG Bill L07 STANDARD r *r r • RECESSED 1 AN MOLE TYPE NLANO i0UNDRY #24111111 10" 0 3/4' ti 4AO R CAST IN LID t OR rCID Dip SECTf OUTSIDE EAVE0_AREA _"4Z ,,. ACP CSTC • C014CRETE CL .,. i INSIDE r ROADWAY AILL VALVES MUST HAVE 14 GAUGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BIDDY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED oME foci TOR Or VALVE sox. VALVE STEM EXTEPiSION LEGEND Q VALVE OPEit rNG NUT OA 1 7J8" X t 7 /8' X 3' RICH GRADE STEEL WELDED TO RISER SHiAFT. iD 3/10' Tide X a 1 /S' Du STEEL. OUiDE PLATE WELDED Tip RISER SWIFT. m 2"X2 "X 3/150 SQUARE STRUCTURAL+ STEEL TONG TO FIT OPERATING NUT. LEiaQ N AS RKWJI tM I f4" E?It 1�r SDR 21 PVC PIPE i CONFORM11110 TO A37M 3034. RISER POPE TO BE PLUMB AND iCENTtRED OVER VALVE STEM. VALVE STEM RISER REQUIRED WHEN MAX. ;ill" IS EXCEEDED (LENGTH VAIMES) GATE VALVE SHOWN-SIMILAR INSTALLATION REQUIRED FOR BUTTatrLY VALVES. OF WLM, WASI4IN OF PUBUC VM1 STANDARD VALVE BOX `CM INTO. NIX ALL WELDS TO SHAFT MALL BE 1/4" RMC WMS Nail I R 6- 1 FILLET WILD ALL Ai WNO. WIL OWK ow�TtE -_ rs JIG 4,12007 A� '�� •�► SHEA - CARR - JEWELL ENGINEERING AND PLANNING SERVICES 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 P:360- 352 -1465 F:360- 352 -1509 WWW.SHEACARRJEWELL.COM THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSU PIPE 90" SEND 4W DENO 2 -1 /r SEN134'11-i /a• OcH DEAD END DIAMETER E - - _ -L OR TEE 4' -$'W ul 2,040 1.000 S OO 2,600 B" 8.000 4,400 7,300 1,, 04 51700 14,300 7+740 4.000 2.000 10.100 low 23.300 12.100 5„200 3, 104 13,SOD 12"' 522,000 17.400 5.90D 4.581'! 22.700 14' 43.600 23.500 12.100 4,100 30.800 16' 57,000 $0,000 15,700 T.B00 4D.300 NOTES: I. BLOCKING SMALL HE CEMENT GDNCRETE CLASS 3000 POURED IN PLAACZ AGAINST UNDISTURBIEL? CARTH. FRTING SHALL OF ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. Z. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK rN *souARE FEET (S. F.).6 EXAMPLE : 17." - 90+' IBMD IN SAND AND GRAVEL 32.0{x0 LBS s 3000 LO/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST 9E ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL 0001EIM ONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WTTHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL GEARING LOADS rote NoRlZGlilwT, 4HRU'S1'S WHEN THE OEPTN OF COVER OVER THE RME EXCUD3 2 FEU SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAT 11000 SAND 2,000 3010 & GRAVEL. 310100 SAND & GRAVEL. 4oOOO CEMENTED 1MITH "Von '�.. 1- rC rum aqw. MCWN per > WA #,n A ' WM yIER MDTL'3 AWt 7` SWOUIrAs MJIIMAC SEE NONE s .1 IA &S'FIAW mil. N L1 T • T. A IIAWN COWW Af IN 3011 ME W ArMrA#4M EXIT AS Rid MjW Ay GgMp*CBUM pU4W M 2 Ni�A� WK MAMMAL SM11 Odra or talgArgfdA W06 C* M47MALLY FWD atUMM 'IrAMMA'L /r 3M LL sir ESWMRALLVFM lamw vAMM roM or W" Mi011 rr Gl1 07 Mt EJtMNEOUSi OR 013E1CWCNANX AMA 0wx RT• stgL i AW StM GK40WR7MiiM at = Am SHAPE TT41 I'T NtL CIOWACT llfAKY Cerawr_ AL NAT1W tRVKN 6AWFILL XATI:I M SIA7.L K soon QR wjnzWV so TWIr rw MAmw A6C^VA1W SIROKIL !S 9-RdOMI S, A PIPiE' SEVOW OA OWL SNA IJ K SAM OR 4'I &W C1Ty AppROiO i &JAL, NO MoSTUMNS MLL RE +ALLOOM rmi mr 'MFrTXEII► .WTMRRrLA1Pw FiTON THE ctrr OF VELAR A N1r W NAWK 94TERML111tAiC iTM cMgp t*0=prA MX or IM pr1r. WMN &MEL SWA1LL MW rA MO r SrANDAOW SRECaiCr ems PC* 'METE' W TWE MW $1ECMM SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA CITY OF YELM. WASH NGTON QEPT» OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING .�...�' a1r1� Malt. PI LIC w �iIIEr<role con 6-15 DESK I311 L L ES JEC i1� ro, 2 oD7 Y I THRUST LOADS t». Fla. .KMUC WMKs DIRECIVR DATE 6-14 aE3. MN. tom. Es 1yY ,T~a TIP 4 2 W7 APPROVED FOR CONSTRUCTION BY: • Dev&pma t Savi=1Tng ow APPROVAL EXPIRES: UTILITY NOTES AND DETAILS li 13 OF 14 •�% # #� RECESSED 1 AN MOLE TYPE NLANO i0UNDRY #24111111 10" 0 3/4' ti 4AO R CAST IN LID t OR rCID Dip SECTf OUTSIDE EAVE0_AREA _"4Z ,,. ACP CSTC • C014CRETE CL .,. i INSIDE r ROADWAY AILL VALVES MUST HAVE 14 GAUGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BIDDY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED oME foci TOR Or VALVE sox. VALVE STEM EXTEPiSION LEGEND Q VALVE OPEit rNG NUT OA 1 7J8" X t 7 /8' X 3' RICH GRADE STEEL WELDED TO RISER SHiAFT. iD 3/10' Tide X a 1 /S' Du STEEL. OUiDE PLATE WELDED Tip RISER SWIFT. m 2"X2 "X 3/150 SQUARE STRUCTURAL+ STEEL TONG TO FIT OPERATING NUT. LEiaQ N AS RKWJI tM I f4" E?It 1�r SDR 21 PVC PIPE i CONFORM11110 TO A37M 3034. RISER POPE TO BE PLUMB AND iCENTtRED OVER VALVE STEM. VALVE STEM RISER REQUIRED WHEN MAX. ;ill" IS EXCEEDED (LENGTH VAIMES) GATE VALVE SHOWN-SIMILAR INSTALLATION REQUIRED FOR BUTTatrLY VALVES. OF WLM, WASI4IN OF PUBUC VM1 STANDARD VALVE BOX `CM INTO. NIX ALL WELDS TO SHAFT MALL BE 1/4" RMC WMS Nail I R 6- 1 FILLET WILD ALL Ai WNO. WIL OWK ow�TtE -_ rs JIG 4,12007 A� '�� •�► SHEA - CARR - JEWELL ENGINEERING AND PLANNING SERVICES 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 P:360- 352 -1465 F:360- 352 -1509 WWW.SHEACARRJEWELL.COM THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSU PIPE 90" SEND 4W DENO 2 -1 /r SEN134'11-i /a• OcH DEAD END DIAMETER E - - _ -L OR TEE 4' -$'W ul 2,040 1.000 S OO 2,600 B" 8.000 4,400 7,300 1,, 04 51700 14,300 7+740 4.000 2.000 10.100 low 23.300 12.100 5„200 3, 104 13,SOD 12"' 522,000 17.400 5.90D 4.581'! 22.700 14' 43.600 23.500 12.100 4,100 30.800 16' 57,000 $0,000 15,700 T.B00 4D.300 NOTES: I. BLOCKING SMALL HE CEMENT GDNCRETE CLASS 3000 POURED IN PLAACZ AGAINST UNDISTURBIEL? CARTH. FRTING SHALL OF ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. Z. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK rN *souARE FEET (S. F.).6 EXAMPLE : 17." - 90+' IBMD IN SAND AND GRAVEL 32.0{x0 LBS s 3000 LO/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST 9E ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL 0001EIM ONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WTTHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL GEARING LOADS rote NoRlZGlilwT, 4HRU'S1'S WHEN THE OEPTN OF COVER OVER THE RME EXCUD3 2 FEU SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAT 11000 SAND 2,000 3010 & GRAVEL. 310100 SAND & GRAVEL. 4oOOO CEMENTED 1MITH "Von '�.. 1- rC rum aqw. MCWN per > WA #,n A ' WM yIER MDTL'3 AWt 7` SWOUIrAs MJIIMAC SEE NONE s .1 IA &S'FIAW mil. N L1 T • T. A IIAWN COWW Af IN 3011 ME W ArMrA#4M EXIT AS Rid MjW Ay GgMp*CBUM pU4W M 2 Ni�A� WK MAMMAL SM11 Odra or talgArgfdA W06 C* M47MALLY FWD atUMM 'IrAMMA'L /r 3M LL sir ESWMRALLVFM lamw vAMM roM or W" Mi011 rr Gl1 07 Mt EJtMNEOUSi OR 013E1CWCNANX AMA 0wx RT• stgL i AW StM GK40WR7MiiM at = Am SHAPE TT41 I'T NtL CIOWACT llfAKY Cerawr_ AL NAT1W tRVKN 6AWFILL XATI:I M SIA7.L K soon QR wjnzWV so TWIr rw MAmw A6C^VA1W SIROKIL !S 9-RdOMI S, A PIPiE' SEVOW OA OWL SNA IJ K SAM OR 4'I &W C1Ty AppROiO i &JAL, NO MoSTUMNS MLL RE +ALLOOM rmi mr 'MFrTXEII► .WTMRRrLA1Pw FiTON THE ctrr OF VELAR A N1r W NAWK 94TERML111tAiC iTM cMgp t*0=prA MX or IM pr1r. WMN &MEL SWA1LL MW rA MO r SrANDAOW SRECaiCr ems PC* 'METE' W TWE MW $1ECMM SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA CITY OF YELM. WASH NGTON QEPT» OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING .�...�' a1r1� Malt. PI LIC w �iIIEr<role con 6-15 DESK I311 L L ES JEC i1� ro, 2 oD7 Y I THRUST LOADS t». Fla. .KMUC WMKs DIRECIVR DATE 6-14 aE3. MN. tom. Es 1yY ,T~a TIP 4 2 W7 APPROVED FOR CONSTRUCTION BY: • Dev&pma t Savi=1Tng ow APPROVAL EXPIRES: UTILITY NOTES AND DETAILS li 13 OF 14 AILL VALVES MUST HAVE 14 GAUGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BIDDY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED oME foci TOR Or VALVE sox. VALVE STEM EXTEPiSION LEGEND Q VALVE OPEit rNG NUT OA 1 7J8" X t 7 /8' X 3' RICH GRADE STEEL WELDED TO RISER SHiAFT. iD 3/10' Tide X a 1 /S' Du STEEL. OUiDE PLATE WELDED Tip RISER SWIFT. m 2"X2 "X 3/150 SQUARE STRUCTURAL+ STEEL TONG TO FIT OPERATING NUT. LEiaQ N AS RKWJI tM I f4" E?It 1�r SDR 21 PVC PIPE i CONFORM11110 TO A37M 3034. RISER POPE TO BE PLUMB AND iCENTtRED OVER VALVE STEM. VALVE STEM RISER REQUIRED WHEN MAX. ;ill" IS EXCEEDED (LENGTH VAIMES) GATE VALVE SHOWN-SIMILAR INSTALLATION REQUIRED FOR BUTTatrLY VALVES. OF WLM, WASI4IN OF PUBUC VM1 STANDARD VALVE BOX `CM INTO. NIX ALL WELDS TO SHAFT MALL BE 1/4" RMC WMS Nail I R 6- 1 FILLET WILD ALL Ai WNO. WIL OWK ow�TtE -_ rs JIG 4,12007 A� '�� •�► SHEA - CARR - JEWELL ENGINEERING AND PLANNING SERVICES 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502 P:360- 352 -1465 F:360- 352 -1509 WWW.SHEACARRJEWELL.COM THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSU PIPE 90" SEND 4W DENO 2 -1 /r SEN134'11-i /a• OcH DEAD END DIAMETER E - - _ -L OR TEE 4' -$'W ul 2,040 1.000 S OO 2,600 B" 8.000 4,400 7,300 1,, 04 51700 14,300 7+740 4.000 2.000 10.100 low 23.300 12.100 5„200 3, 104 13,SOD 12"' 522,000 17.400 5.90D 4.581'! 22.700 14' 43.600 23.500 12.100 4,100 30.800 16' 57,000 $0,000 15,700 T.B00 4D.300 NOTES: I. BLOCKING SMALL HE CEMENT GDNCRETE CLASS 3000 POURED IN PLAACZ AGAINST UNDISTURBIEL? CARTH. FRTING SHALL OF ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. Z. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK rN *souARE FEET (S. F.).6 EXAMPLE : 17." - 90+' IBMD IN SAND AND GRAVEL 32.0{x0 LBS s 3000 LO/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST 9E ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL 0001EIM ONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WTTHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL GEARING LOADS rote NoRlZGlilwT, 4HRU'S1'S WHEN THE OEPTN OF COVER OVER THE RME EXCUD3 2 FEU SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAT 11000 SAND 2,000 3010 & GRAVEL. 310100 SAND & GRAVEL. 4oOOO CEMENTED 1MITH "Von '�.. 1- rC rum aqw. MCWN per > WA #,n A ' WM yIER MDTL'3 AWt 7` SWOUIrAs MJIIMAC SEE NONE s .1 IA &S'FIAW mil. N L1 T • T. A IIAWN COWW Af IN 3011 ME W ArMrA#4M EXIT AS Rid MjW Ay GgMp*CBUM pU4W M 2 Ni�A� WK MAMMAL SM11 Odra or talgArgfdA W06 C* M47MALLY FWD atUMM 'IrAMMA'L /r 3M LL sir ESWMRALLVFM lamw vAMM roM or W" Mi011 rr Gl1 07 Mt EJtMNEOUSi OR 013E1CWCNANX AMA 0wx RT• stgL i AW StM GK40WR7MiiM at = Am SHAPE TT41 I'T NtL CIOWACT llfAKY Cerawr_ AL NAT1W tRVKN 6AWFILL XATI:I M SIA7.L K soon QR wjnzWV so TWIr rw MAmw A6C^VA1W SIROKIL !S 9-RdOMI S, A PIPiE' SEVOW OA OWL SNA IJ K SAM OR 4'I &W C1Ty AppROiO i &JAL, NO MoSTUMNS MLL RE +ALLOOM rmi mr 'MFrTXEII► .WTMRRrLA1Pw FiTON THE ctrr OF VELAR A N1r W NAWK 94TERML111tAiC iTM cMgp t*0=prA MX or IM pr1r. WMN &MEL SWA1LL MW rA MO r SrANDAOW SRECaiCr ems PC* 'METE' W TWE MW $1ECMM SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA CITY OF YELM. WASH NGTON QEPT» OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING .�...�' a1r1� Malt. PI LIC w �iIIEr<role con 6-15 DESK I311 L L ES JEC i1� ro, 2 oD7 Y I THRUST LOADS t». Fla. .KMUC WMKs DIRECIVR DATE 6-14 aE3. MN. tom. Es 1yY ,T~a TIP 4 2 W7 APPROVED FOR CONSTRUCTION BY: • Dev&pma t Savi=1Tng ow APPROVAL EXPIRES: UTILITY NOTES AND DETAILS li 13 OF 14 NOTES: I. BLOCKING SMALL HE CEMENT GDNCRETE CLASS 3000 POURED IN PLAACZ AGAINST UNDISTURBIEL? CARTH. FRTING SHALL OF ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. Z. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK rN *souARE FEET (S. F.).6 EXAMPLE : 17." - 90+' IBMD IN SAND AND GRAVEL 32.0{x0 LBS s 3000 LO/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST 9E ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL 0001EIM ONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WTTHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL GEARING LOADS rote NoRlZGlilwT, 4HRU'S1'S WHEN THE OEPTN OF COVER OVER THE RME EXCUD3 2 FEU SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAT 11000 SAND 2,000 3010 & GRAVEL. 310100 SAND & GRAVEL. 4oOOO CEMENTED 1MITH "Von '�.. 1- rC rum aqw. MCWN per > WA #,n A ' WM yIER MDTL'3 AWt 7` SWOUIrAs MJIIMAC SEE NONE s .1 IA &S'FIAW mil. N L1 T • T. A IIAWN COWW Af IN 3011 ME W ArMrA#4M EXIT AS Rid MjW Ay GgMp*CBUM pU4W M 2 Ni�A� WK MAMMAL SM11 Odra or talgArgfdA W06 C* M47MALLY FWD atUMM 'IrAMMA'L /r 3M LL sir ESWMRALLVFM lamw vAMM roM or W" Mi011 rr Gl1 07 Mt EJtMNEOUSi OR 013E1CWCNANX AMA 0wx RT• stgL i AW StM GK40WR7MiiM at = Am SHAPE TT41 I'T NtL CIOWACT llfAKY Cerawr_ AL NAT1W tRVKN 6AWFILL XATI:I M SIA7.L K soon QR wjnzWV so TWIr rw MAmw A6C^VA1W SIROKIL !S 9-RdOMI S, A PIPiE' SEVOW OA OWL SNA IJ K SAM OR 4'I &W C1Ty AppROiO i &JAL, NO MoSTUMNS MLL RE +ALLOOM rmi mr 'MFrTXEII► .WTMRRrLA1Pw FiTON THE ctrr OF VELAR A N1r W NAWK 94TERML111tAiC iTM cMgp t*0=prA MX or IM pr1r. WMN &MEL SWA1LL MW rA MO r SrANDAOW SRECaiCr ems PC* 'METE' W TWE MW $1ECMM SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA CITY OF YELM. WASH NGTON QEPT» OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING .�...�' a1r1� Malt. PI LIC w �iIIEr<role con 6-15 DESK I311 L L ES JEC i1� ro, 2 oD7 Y I THRUST LOADS t». Fla. .KMUC WMKs DIRECIVR DATE 6-14 aE3. MN. tom. Es 1yY ,T~a TIP 4 2 W7 APPROVED FOR CONSTRUCTION BY: • Dev&pma t Savi=1Tng ow APPROVAL EXPIRES: UTILITY NOTES AND DETAILS li 13 OF 14 "Von '�.. 1- rC rum aqw. MCWN per > WA #,n A ' WM yIER MDTL'3 AWt 7` SWOUIrAs MJIIMAC SEE NONE s .1 IA &S'FIAW mil. N L1 T • T. A IIAWN COWW Af IN 3011 ME W ArMrA#4M EXIT AS Rid MjW Ay GgMp*CBUM pU4W M 2 Ni�A� WK MAMMAL SM11 Odra or talgArgfdA W06 C* M47MALLY FWD atUMM 'IrAMMA'L /r 3M LL sir ESWMRALLVFM lamw vAMM roM or W" Mi011 rr Gl1 07 Mt EJtMNEOUSi OR 013E1CWCNANX AMA 0wx RT• stgL i AW StM GK40WR7MiiM at = Am SHAPE TT41 I'T NtL CIOWACT llfAKY Cerawr_ AL NAT1W tRVKN 6AWFILL XATI:I M SIA7.L K soon QR wjnzWV so TWIr rw MAmw A6C^VA1W SIROKIL !S 9-RdOMI S, A PIPiE' SEVOW OA OWL SNA IJ K SAM OR 4'I &W C1Ty AppROiO i &JAL, NO MoSTUMNS MLL RE +ALLOOM rmi mr 'MFrTXEII► .WTMRRrLA1Pw FiTON THE ctrr OF VELAR A N1r W NAWK 94TERML111tAiC iTM cMgp t*0=prA MX or IM pr1r. WMN &MEL SWA1LL MW rA MO r SrANDAOW SRECaiCr ems PC* 'METE' W TWE MW $1ECMM SW BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS YELM, WA CITY OF YELM. WASH NGTON QEPT» OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING .�...�' a1r1� Malt. PI LIC w �iIIEr<role con 6-15 DESK I311 L L ES JEC i1� ro, 2 oD7 Y I THRUST LOADS t». Fla. .KMUC WMKs DIRECIVR DATE 6-14 aE3. MN. tom. Es 1yY ,T~a TIP 4 2 W7 APPROVED FOR CONSTRUCTION BY: • Dev&pma t Savi=1Tng ow APPROVAL EXPIRES: UTILITY NOTES AND DETAILS li 13 OF 14 O _J N O O Of N pO Q U zaN J a 0 c� i a a a / z w 0 a 2E 4 O m Ei �C m C N S N � b Os N O O U N v E �z