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Vista Green Approved Plans 20050343VICINITY MAP ABBREVIATIONSV1 A REEN PLAT AC ASPHALT CONCRETE PI POINT OF INTERSECTION N.T.S. BCP BEGIN CURB RETURN PL PROPERTY LINE BM BENCH MARK POB POINT OF BEGINNING BVC BEGIN VERTICAL CURVE POC POINT OF CONNECTION SECTION 24, TOWNSM 17 NORTH, RMISE 1 EAST, WX s POINT OF REVERSE CATCH BASIN PRC CB s'o � CIP CAST IRON PIPECURVATURE c CL CENTERLINE PT POINT OF TANGENCY YELM. MIASNMIaTON CMP CORRUGATED METAL PIPE PVC POLY -VINYL CHLORIDE CO CLEANOUT R RADIUS BERRY VALLEY RD SE CATV CABLE TELEVISION RCP REINFORCED CONCRETE "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG � s or DEGREE PIPE (n DIAMETER R/W RIGHT OF WAY N DIP DUCTILE IRON PIPE RD ROOF DRAIN ~ o� EE ELECTRICAL SS SANITARY SEWER SYMBOLS FG FINISH GRADE o CONTRACTOR AS-BUILTS PROJECT SPECIFICATIONS " ECR END CURB RETURN SD STORM SEWER SATE ��©�y Fli • EL ELEVATION STA STATION EXISTING PROPOSED OLYMPIC ENGINEERING IS REQUIRED BY THE CITY TO PROVIDE THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN , F AS -BUILT CERTIFICATION PRIOR TO FINAL CITY ACCEPTANCE. ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, EVC END VERTICAL CURVE STEP SEPTIC TANK EFFLUENT LONGMIRE ST SE EX EXISTING PUMP MAIN OLYMPIC ENGINEERING WILL NOT CERTIFY AS -GUILTS UNLESS BRIDGE AND MUNICIPAL CONSTRUCTION, 2004 INCLUDING FF FINISH FLOOR DTL. STANDARD DETAIL OS SEWER MANHOLE WE HAVE INSPECTED ACTUAL INSTALLATION OF THE ROADWAY, SECTION 1-99 APWA SUPPLEMENT, AS AMENDED, AS ISSUED T TELEPHONE WATER, SEWER, AND STORM FACILITIES PRIOR TO BACKFILLING. BY THE WASHINGTON STATE DEPARTMENT OF • SEWER CLEANOUT TRANSPORTATION (WSDOT) AND THE AMERICAN PUBLIC WORKS FH FIRE HYDRANT TB THRUST BLOCK CO TC TOP OF CURB CONTRACTOR SHALL MAINTAIN ONE SET OF THE CONTRACT ASSOCIATION (APWA), WASHINGTON STATE CHAPTER FL FLOWLINE/FLANGE L INCLUDECLEARLY AND LEGIBLY AIR RELEASE VALVE DRAWINGS THAT SHALL � (HEREAFTER "STANDARD SPECIFICATIONS"). FM FORCE MAIN TC TOP OF CONCRETE G GAS TG TOP OF GRATE MARKED, ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND 5� GM GAS METER TYP. TYPICAL THRUST BLOCKING UTILITIES ENCOUNTERED DURING PROGRESS OF THIS PROJECT ALSO INCORPORATED INTO THESE CONTRACT DOCUMENTS BY GB GRADE BREAK UGP UNDERGROUND POWER AND ANY ALTERATIONS MADE TO THE IMPROVEMENTS BEING REFERENCE ARE: HP HIGH POINT W WATER REDUCER INSTALLED. SAID DRAWINGS SHALL BE MARKED "AS -BUILT" L CURVE LENGTH WM WATER METER AND SHALL BE SUBMITTED TO THE ENGINEER UPON PROJECT A) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR LF LINEAL FEET WV WATER VALVE [ CAP/PLUG COMPLETION. STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, WITH MH MANHOLE t APPROXIMATELY WSDOT MODIFICATIONS, IF ANY; MJ MECHANICAL JOINT % PERCENT ❑ PIG PORT B) CITY DEVELOPMENT GUIDELINES AND PIJBLIC WORKS PC POINT OF CURVATURE STANDARDS, CURRENT EDITION; 111 STEP METER BOX C) THE INTERNATIONAL BUILDING CODE (10C), CURRENT ►� GATE VALVE STORM DRAINAGE CONSTRUCTION NOTE EDITION; PROJECT INFORMATION LINETYPES I I D) CITY STORM DRAINAGE AND EROSION (,'ONTROL • • TERMINUS PIG LAUNCH PORT TO PROTECT DRAINAGE APPLICANT: LANDSH ES NORTHWEST PROPOSED INAGE DETENTION/RETENTION FACILITIES STANDARDS, CURRENT EDITION. EXISTING ❑ JOHN LUNBMYEYER FROM SEDIMENTATION, THEY SHALL BE CONNECTED TO THE 1151 EAST 112TH STREET x"sD ---�- >■ ---'�' STORM MAIN STORM CONVEYANCE SYSTEM AFTER SITE WORK, ROADS, CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS oB0 • BLOWOFF ASSEMBLY TACOMA, WA 98445 UTILITIES, PERMANENT EROSION CONTROL MEASURES, AND AT CONTRACTOR'S OWN EXPENSE. X --- SILT FENCING LANDSCAPING ARE IN PLACE IN THE TRIBUTARY AREA ABOVE rs K FIRE HYDRANT THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, PARCEL N0: 21724420800 --;`- SWALE/DITCH CENTERLINE THE FACILITY. MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, IW ►� GATE VALVE AND INCIDENTALS REQUIRED TO COMPLETE= ALL WORK SHOWN SITE ADDRESS: 15132 LONGMIRE STREET SE X°W _-.-.- W --�- WATER MAIN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE YELM, WA 98597 AIR RELIEF VALVE CITY AND THE PROJECT OWNER. ZONING: R-4 -.•- --- STEP MAIN No. REDUCER THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A OHP OHP POWER LINE GEOTECHNICAL NOTE COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL SITE AREA: 4.55 AC THRUST BLOCKING OF WORK WHICH ARE NECESSARY TO CORY OUT THE INTENT AREA TO LONGMIRE CONDUIT A GEOTECHNICAL REPORT WAS NOT PREPARED FOR THIS OF THE DRAWINGS SHALL NOT RELIEVE TtIE CONTRACTOR CENTERLINE: 0.13 AC ❑W WATER METER BOX PROJECT. IN LIEU OF A REPORT, ALL RETAINING WALL FROM PERFORMING THE OMITTED WORK. TOTAL AREA: 4.68 AC GB ---GB -GB GRADE BREAK CONSTRUCTION, EARTHWORK, SUB -GRADE PREPARATION, AND # LOTS: 19 O WELL PAVING ACTIVITIES SHALL COMPLY WITH THE STANDARD ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING MIN. LOT SIZE: NONE WELL WELL SPECIFICATIONS AND THE IBC, CURRENT EDITION. THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS AVG. LOT SIZE: 6,968 SF xxx ---XXX------- CONTOUR LINE GUARD POST (BOLLARD) SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE ROADWAY AREA/LENGTH: 1.01 AC/779 LF ENGINEER AND INSPECTOR. DENSITY: 19/4.68 = 4.1 UNITS/AC FENCE DOUBLE CHECK VALVE ASSEMBLY FILL ROADWAY CENTERLINE GRADING: 11,700 CY CUT, 11,200 CY ] CAP/PLUG (FOR APPLICATION PURPOSES ONLY) RIGHT-OF-WAY LINE UTILITIES LOCATE NOTE SOILS: SPANAWAY GRAVELLY SANDY LOAM Q ■ STORM DRAIN CATCH BASIN DEWATERING EASEMENT LINE AND ALL OTHER PARTS OF THE LOCATION OF EXISTING UTILITIES SHC)HEREON IS SANITARY SEWER: CITY OF YELM - - - - Op © STORM DRAIN MANHOLE FOUNDATIONS, UTILITY TRENCHES, FRONT/BACK OF CURB o THE CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT BASED ON INFORMATION OBTAINED FROM THE FIELD AND WATER: CITY OF YELM CO • CLEANOUT FREE OF STANDING WATER AND MUDDY CONDITIONS AS FROM RECORDS. OLYMPIC ENGINEERING ASSUMES NO EDGE OF GRAVEL SHOULDER - - - _ - - - - - EDGE OF GRAVEL SHOULDER NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE RESPONSIBILITY FOR EXACT LOCATION OF EXISTING UTILITIES FIRE DISTRICT: YELM ®#x SOIL TEST PIT CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO EDGE OF PAVEMENT EDGE OF PAVEMENT MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER VERIFY THE EXACT SIZE, DEPTH, AND LOCATION OF EXISTING SCHOOL DISTRICT: YELM ®jx INFILTRATION TEST PIT EQUIPMENT REQUIRED TO PROPERLY DEWATER THE SITE AS UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL - - - - -- - - - - - - SAWCUT LINE SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS OF FOR UNDERGROUND LOCATE AT 1-800-4.24-5555 PRIOR TO BUILDING SETBACKS: 15' FRONT, 6' SIDE, 25' REAR _dWX,X% SURFACE FLOW DIRECTION SOIL FINES FROM FOUNDATION AREAS WILL NOT BE START OF CONSTRUCTION PERMITTED. ►-- SLOPE RIPRAP REMOVAL AND REPLACEMENT OF CONTRACTOR LIABILITY NOTE WORK IN CITY RIGHT-OF-WAY CONDITIONS OF APPROVAL �© HAY BALE UNSUITABLE MATERIALS CONTRACTOR AGREES THAT S/HE SHALL ASSUME SOLE AND CONTRACTOR TO OBTAIN RIGHT OF WAY PERMIT PRIOR TO ANY WORK 1. The conditions of the Mitigated Determination of Non -significance are hereby referenced and are considered CONDITIONS DURING WITHIN CITY RIGHT OF WAY. ALL WORK WITHIN CITY RIGHT OF WAY conditions of this approval. 85 COMPLETE RESPONSIBILITY FOR JOB SITE 2. Each dwelling unit with the subdivision shall connect to the City water system. The connection fee and meter fee SPOT ELEVATION WHENEVER IN EXCAVATING THE SITE EXPOSES PEAT, SOFT THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL ADHERE TO CITY STANDARDS AS OUTLINED IN THE RIGHT OF will be established at the time of building permit issuance. 1a CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS WAY PERMIT. 3. All conditions for cross connection control as required in Section 246-290-490 WAC. BUSH/SHRUB MATERIAL, SUCH MATERIAL SHALL BE REMOVED TO THE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 4. All planting strips and required landscaping located in any open space and stormwater tract, and along Longmire DEPTH DIRECTED BY THE GEOTECHNICAL ENGINEER AND Street shall be served by an irrigation system with a separate water meter and an approved backflow prevention TREE CONIFER BACKFILLED WITH SUITABLE FOUNDATION MATERIAL. LIMITED TO NORMAL WORKING HOURS; AND THAT THE device. ( ) CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD OLYMPIC 5. Each dwelling within the subdivision shall connect to the City S.T.E.P. sewer system. The connection fee and ENGINEERING HARMLESS FROM ANY AND ALL LIABILITY, REAL inspection fee will be established at the time of building permit issuance. 00 TREE (DECIDUOUS) UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF GENERAL NOTES 6. The applicant shall pay a fire protection impact fee. The impact fee for 2006 is =0.216 per sq. ft. of new AND HAULED TO A WASTE SITE OBTAINED BY THE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING development, and is payable at building permit issuance. CONTRACTOR. THE CONTRACTOR SHALL FURNISH AND PLACE 7. The applicant shall design and construct all stormwater facilities in accordance with the 1992 DOE Stormwater JL SIGN SUITABLE MATERIAL MEETING THE REQUIREMENTS OF THE FROM THE SOLE NEGLIGENCE OF OLYMPI(� ENGINEERING. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES Manual, as adopted by the City of Yelm. Best Management Practices (BMP's) are required during construction. A CURRENT EDITION. WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY TO 10 -foot setback from all property lines and easements are required for stormwater facilities. BARRICADE STANDARD SPECIFICATIONS AND THE UBC, REMAIN ACCESSIBLE AT ALL TIMES. 8. The final stormwater plan shall be submitted with civil engineering plans and shall include an operation and maintenance plan. FT TELEPHONE VAULT MEASUREMENT AND PAYMENT SHALL BE MADE BY PER TON 9. All roof drain runoff shall be infiltrated on each lot utilizing Individual drywalls. OF MATERIAL EXCAVATED. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 10. The stormwater system shall be held in common by the Homeowners Association. The Homeowners Agreement TO THEIR ORIGINAL "PRE -CONSTRUCTION" STATE OR BETTER. shall include provisions for the assessment of fees against individual lots for the maintenance and repair of the OT ■T TELEPHONE RISER stormwater facilities. 11. The applicant shall submit a fire hydrant pian to the Community Development Department for review and approval as part of the civil engineering plans 16,prior to final subdivision approval. M GAS VALVE 12. The applicant shall submit fire flow calculations for all existing and proposed hydrants. All hydrants must meet GENERAL EROSION CONTROL NOTES SURVEY INFORMATION SHEET INDEX minimum City standards. ❑G Q GAS METER 13. The applicant shall be responsible for the Installation of hydrant locks on all fire hydrants required and installed EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS VERTICAL DATUM C0.1 CIVIL COVER SHEET as part of development. The applicant shall coordinate with the Yelm Public Works Department to purchase the 7 C1.1 ROADWAY PLAN AND PROFILE required hydrant locks. Hydrant lock details shall be included in Civil Plan Submission. ❑i ® JUNCTION BOX ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THURSTON COUNTY CONTROL POINT #83' ELEV. 349.24 C1.2 TESC AND DRAINAGE DETAILS AND NOTES 14. Street lighting is required. Civil plan submittal shall include a lighting design plan for review and approval. THE INSTALLATION AND MAINTENANCE OF ALL EROSION 15. Prior to the submission final plat application, the applicant will provide the Community Development Department SERVICE DISCONNECT CONTROL MEASURES. NO SILTATION OF EXISTING OR C1.3 ROADWAY DETAILS AND NOTES an addressing map for approval.SIG ® PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE BASIS QF BEARING C1.4 STREET LIGHTING PLAN 16. Prior to the submission of final plat application, a subdivision name must be reserved with the Thurston County Auditor's Office. 0 X YARD PEDESTRIAN LIGHT SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO CENTER SECTION LINE OF SECTION 24 PER THURSTON C2.1 WATER PLAN AND PROFILE 17. The applicant shall pay a fee in lieu of open space. The fee is $0.77 per square foot of required open space. OFF-SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY COUNTY SHORT SUBDIVISION SS -2077 VOL. 20 PAGE 545 C2.2 WATER DETAILS The required square footage is 9,909.90, the open space fee is $7,630.62 STREET LIGHT CONTRACTOR'S ACTIVITIES SHALL BE HYDROSEEDED. C3.1 STEP PLAN AND PROFILE 18. The applicant shall submit a final landscaping and irrigation plan with the civil engineering plans to include the 0'0 THE TOPOGRAPHIC SURVEY AND BOUNDARY INFORMATION C3.2 WATER AND STEP DETAILS AND NOTES perimeter of the project site, planter strips, open space improvements, and stormwater facilities. DEPICTED HEREON WAS PREPARED BY TRUE &ASSOCIATES C4.1 LANDSCAPING AND IRRIGATION PLAN 19. The applicant shall provide a performance assurance device in order to provide for maintenance of the required ® a TRANSFORMER STABILIZATION OF ALL EXPOSED AREAS WILL G REQUIRED LAND SURVEYORS, JUNE 2005. TOPOGRAPHIC AND BOUNDARY landscaping until the tenant or homeowners' association becomes responsible for landscaping maintenance. The WITHIN 48 HOURS AFTER REACHING FINISHED GRADE. INFORMATION WAS NOT FIELD VERIFIED E3Y OLYMPIC performance assurance device shall be 150 percent of the anticipated cost to maintain the landscaping for three ❑P © POWER VAULT years. AREAS OVER 5000 SQUARE FEET TO BE PAVED MUST BE ENGINEERING. PROVIDED WITH A CRUSHED ROCK SUBBASE OR OTHER -0-Pf POWER POLE APPROVED ARMORING WITHIN A MINIMUM OF SEVEN (7) DAYS E_ POLE ANCHOR AFTER REACHING GRADE. HYDROSEED OR PROVIDE PLASTIC COVERING OVER ALL EXPOSED AREAS IMMEDIATELY AFTER CONSTRUCTION. t mid W W DIP 1ft W cc W O v J I X LU z &a � ao E 00 & %0 %D J cD N CY) c Q o�n Vi o g �_ o a t 0 o N E U U N F_\ N z L0 V c Z c rr W m m LU �. Z m o W w YW W WW U I X LU z +� a a ao E 00 & %0 %D J N CY) c Q o�n j 3: g �_ o a t 0 o N E CU p %0 �0 N rn V c Z c a W LU �. Z JZ O w JOB NUMBER: 05009 DRAWING NAME: 05009_COVR cool SHEET: 1 OF 10 360 356 352 . m 344 ZA Q Y UTILIZE DRIVEWAY RAMP FOR TEMPORARY ADA RAMP FROM SIDEWALK TO ROADWAY SEC 24 100' PROTECTIVE I 100' PROTECTIVE WELL RADIUS (TYP.) TWP 17 N R C.. F 1 F_ W. M. ROAD 'A' � wuj � STATION O WIDTH OFFSET* �Q +O 12' 0 .I 15+15 a" 25.5' RT. 3 14+58 16' 25.5' RT. 4 OO W o63.- W nj '-MSM +< -NOTEOH MAINTAIN MIN. 6 SAND CUSHION BETWEEN II �' > EX. GRADE AT '- O II• PIPE CROSSINGS N U w CENTERLINE 7 12+31 N w 2 W FT - ..S-0.00 56 9 TT S=-0.005 FT� R RIM -348.52 IE=346.22 340 9+60 10+00 HORIZONTAL SCALE. 1"=40 FEET VERTICAL SCALE. 1"=4.00 FEET . - - -S 0 0065 �T " PROPOSED GRADE (_l AT CENTERLINE v 13+66.92 TYPE 1 CB #1 STA. .50' Li TYPE 1 CBI 2 RIM=350.71 350 33� SEWER IE=348.41 84' LT STA. 11+21,04, 18.50' RT. RIM -3W-33 CROSSING ' TYPE 1 CB #WATER 4 RIM=349.19 CROSSING RIME 350.81 1 CB 05 IE=346.57 IE=348.62 1 z n n 1 d -1- n n NWZ00 c� US 1- 0 J (nJwW I I I I I I I I ---EX. 50' R/W 360 360 356 356 352 352 348 348 344 344 340 34C SCALE_ 1"=40 FEET 0 20 40 80 MERIDIAN: CENTER SECTION LINE OF SECTION 24 PER THURSTON COUNTY SHORT SUBDIVISION SS -2077 VOL. ;20 PAGE 545 VERTICAL DATUM THURSTON COUNTY NA VD 29 THURSTON COUNTY CONTROL POINT #837 ELEV. = 349.2A NEIGHBORHOOD 004 1 ECTOR FRONTAGE IMPROVEMENTS (CURRENLTY UNDER CONSTRUCTION) H Z W 00 F O M W CL Q_ - II �r Q 0230" W + + II ROAD 'B' CONSTRUCTION NOTES OINSTALL FILTER FABRIC FENCING PER PLAN AND AS NEEDED TO CONTROL SEDIMENT RUNOFF PER DETAIL ON SHEET C1.2. O2 CONSTRUCT STABAUZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C1.2. 3OINSTALL FILTER FABRIC INLET PROTECTION IN EX. CATCH BASIN'S PER DETAILS ON SHEET C1.2. O4 CLEAR, GRUB, AND GRADE SITE AS NEEDED FOR CONSTRUCTION OF NEW IMPROVEMENTS. PREPARATION OF ROADWAY SECTION SUBGRADE AREAS SHALL MEET CITY OF YELM REQUIREMENTS. GRADING OF LOT AREAS SHALL MEET IBC REQUIREMENTS. DEMOLISH AND REMOVE EX. OUTBUILDINGS PER STATE REGULATIONS. OINSTALL TYPE 1 CATCH BASIN AND GRATE NTH STENCILED ANTI -DUMP MESSAGE PER PLAN AND PROFILE THIS SHEET AND DETAILS ON SHEETS C1.2. PROVIDE INLET PROTECTION IMMEDIATELY AFTER INSTALLATION OF CATCH BASINS PER DETAIL ON SHEET C1.2. OINSTALL ±113 LF 12"0 PVC STORM PIPE. S=0.01 FT/FT. PROVIDE 3' WIDE RIPRAP PAD AT PIPE OUTFALL DOWN TO POND BOTTOM. OUTFALL IE=345.0. PROVIDE MIN. 2' COVER. OINSTALL 8"O DUCTILE IRON STORM PIPE AT MIN. SLOPE - 0.005 FT/FT PER PLAN AND PROFILE. 8OSAWCUT EXISTING ROADWAY STUB ±24" BACK FROM EDGE OF EXISTING PAVEMENT. MATCH NEW ASPHALT GRADE TO EXISTING ASPHALT GRADE AND SEAL ALL JOINTS USING PAVING ASPHALT AR -4000W. OCONSTRUCT 35' WIDE ASPHALT ROADWAY, ROLLED CONC. CURB do GUTTER, 6' WIDE PLANTER STRIP, AND 5' WIDE SIDEWALK PER DETAILS ON SHEET C1.3. MATCH TO EXISTING. 10 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER PLAN AND SCHEDULE THIS SHEET AND DETAIL ON SHEET C1.3. GCONSTRUCT INFILTRATION POND PER PLAN AND DETAILS ON SHEET C1.2. BOTTOM ELEV.-343.0. BOTTOM AREA - 1,100 SF MIN. 12 CONSTRUCT WETPOND PER PLAN AND DETAILS ON SHEET C1.2. BOTTOM ELEV.-342.0. BOTTOM AREA - 866 SF MIN. 13 INSTALL MAILBOX CLUSTER WITH LOCK BOXES PER CITY OF YELM STANDARDS AND DETAIL ON SHEET C1.3. COORDINATE EXACT LOCATION AND SPECIFICATIONS NTH THE USPS. 14 CONSTRUCT WHEELCHAIR RAMP PER WSDOT STADARD PLAN F -3e. STATIONING NOTE: THE ROADWAY STATIONING IS ALONG THE ROADWAY CENTERLINE, NOT THE RIGHT-OF-WAY CENTERLINE. HORIZONTAL CURVE TABLE NO DELTA RADIUS LENGTH CHORD CHORD BRG C1 90'00'00" 100.00 157.08 141.42 S 43'46'02" E C2 7'33'12" 100.00 13.18 13.17 S 84'59'26" E I- > EX. GRADE AT w w -i CENTERLINE (n0mW '��0 p1415 FT FT S=-0.02 PROPOSED GRADE FT/FT O AT CENTERLINE WATER 0 X-ING I --rw 4i7it nn r3a nn' IT E1 CS #1 SEWER RIM -350.71 X-ING Ir,=348.41 -80 0+50 1+00 RIIM=350.33 I6=347.97 I I f UU I LT UL/ 1 .JT Uv HORIZONTAL SCALE: 1"-=40 FEET VERTICAL SCALE. lm ---4.00 FEET "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" ml�_ I 4-- 0 0 �Z F Lntn U) III Ci CV ♦ro QO+I Nom= II U H ujuj Q V)uimw �- - - =-0.007 FT, 360 356 352 344 _� 340 3+00 DRIVEWAY CENTERLINE SCHEDULE LOT # STATION O WIDTH OFFSET* 1 15+62 12' 25.5' RT. 2 15+15 16' 25.5' RT. 3 14+58 16' 25.5' RT. 4 14+01 16' 25.5' RT. 5 13+55 16' 25.5' RT. 6 12+88 16' 25.5' RT. 7 12+31 16' 25.5' RT. 8 11+71 16' 25.5' RT. 9 10+30 16' 25.5' LT. 10 10+78.7 16' 34.2' LT. 11 11+03.3 10' j 52.3' LT. 12 11+14.4 10' 58.0' LT. 13 11+39.8 12' 51.5' LT. 14 11+67.5 16' 32.2' LT. 15 12+18.4 16' 25.5' LT. 16 12+78.4 16' 25.5' LT. 17 13+94 16' 25.5' LT. 18 14+54 16' 25.5' LT. 19 15+68 16' 25.5' LT. * OFFSET IS TO BACK OF DRIVEWAY RAMP SEC 24, TWP 17 N. RGE 1 E, W.M. STORM DRAINAGE DESIGN MANUAL FIG B2 STORM DRAINAGE DESIGN MANUAL FIG, Bp STORM DRAINAGE DESIGN MANUAL FIG B16 FILTER FABRIC MA e0' MDE ROLLS USE STAPLES OR MND OMATTACH FABRIC TO MIRE W 2' x 2' x 14 Oa MIRE FABRIC OR EQUIVALENT o: o DUMP NO WASTE,..6 � T 2'0' OP PROTECT YOUR RUNaFF WATER Wn sEDIMe a G 9s GROUND WATER BOFRTER MATERUL 2'Q' IN 6* �`h\ 000° °°0 $. o 'sz 6' MAX 1e" MIN FILTERED WATER ° G�,. J 2' x 4' WOW PONS, STANDARD OR BETIER OR EQUAL ALTERNAM STEEL FENCE POSTS FILTER FABRIC 000 ( I R-25'MMVIMUM °0 0 M - - - - - - - - - - -- d 12' MM WW 000000 0 W I ' � 2' x r 114 P NNtE FABRIC PEW 01! EQI/IV. a °o°o°o 000000, ILIL ILIL II IL FILTER FABRIC MATERIAL NOTE: 0000 �� c PLACE FILTER FABRIC BETWEEN GRATE AND FRAME a 000 °°° PROVIDE ADLQUA TE STAFF TO ENSURE THAT SN. T AND FABRIC DO NOT FALL INTO THE CATCH BASIN DURING REMOVAL OF FABRfC. 4' TO e' QUARRY sPALLs �S DUMP NO WASTE J ,,,� �. , L 000 ON 907H SIDES OF OoPROTECT `_ _ YOURFABRIC GROUND WATER VJ PROVIDE FULL MIRTH OF INGYlESS/EGYtESS AREA vW (A 41C 11- NOTES: ZO r x 4' WOW POST FENCE P0$7S o tZ 1. CENTER STENCIL 3" FROM ROADSIDE h ALT. sTm Z EDGE OF CATCH BASIN. $ 2. STENCIL LETTERING MUST BE 2" IN FIG. 88 MODIFIED BY OLYMPIC ENGINEERING e HEIGHT AND INSTALLED AS SHOWN cc ABOVE. 3. STENCIL LETTERING MUST BE WHITE. REFERENCE: REFERENCE: REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL CATCH BASIN DAA JULY 1988ULY FILTER FABRIC FENCE DETAIL ATE: DULY 1988 I N LET S ED I M ENT PROTECTION ATE: D 1988 STABILIZED CONSTRUCTION ENTRANCE ANTI -DUMP MESSAGE U.1 Z J a O rY a SIZING NOTE: DRYWELL VOLUME SHALL BE 125 CUBIC FEET PER 1000 SQUARE FEET OF ROOF AREA. DOWNSPOUT FINISHED GRADE FILTER FABRIC OVER TOP AND ALONG SIDES OF DRYWELL 4"di PERF. PVC mor,00 r- r- �0 4"O PVC PIPE 2 WASHED DRAIN ROCK Q BOTTOM ELEV. = VARIES 10' ROOF ,DRAIN DRYWELL DETAIL (TYP.) N.T.S. ELEV. = ±346 8' 1 NATIVE MATERIAL 3-6" QUARRY SPALLS 12" DEEP 1' 1 1 SPILLWAY ELEV.=345.0 INFILTRATiON POND MAX. W.S. ELEV. = 345.0 BOTTOM ELEV. = 343.0 10' SPILLWAY DETAIL N.T.S. LINE BOTTOM OF SPILLWAY WITH 30 MIL. GEOTEXTILE LINER 1' FREEBOARD 3-6" QUARRY SPALLS 12" DEEP 11' STANDARD EROSION CONTROL NOTES Straw/hay bales: 1. Bales shall be placed in a single row, lengthwise, on the contour, with ends of adjacent bales tightly abutting one another. 2. All bales shall be either wire -bound or string -tied with bindings oriented around the sides rather than the tops and bottoms of the bales. This will prevent rapid deterioration of the bindings. 3. The barrier shall be entrenched and backfilled. A trench shall be excavated the length and width of the proposed barrier to a depth of at least 4 inches. After e bales are staked and cracks between bales chinked as necessary, the cavated soil shall be backfilled against the barrier. Backfill soil shall conform to the ground level on the downhill side and shall be built up to 4 inches against the uphill side of the barrier. 4. Each bale shall be anchored by at least two stakes or rebars driven through the bale. The first stake in each bale shall be driven towards the previously laid bale in order to force the bales together. Plastic Covering: 1. Plastic sheeting shall have a minimum thickness of 6 mills and shall meet the requirements of STANDARD SPECIFICATIONS Section 9-14.5. 2. Covering shall be installed and maintained tightly in place by using sandbags or tires on ropes with a maximum 10 -foot grid spacing in all directions. All seams shall be taped or weighted down full length and there shall be at least a 12 inch overlap of all seams. 3. Clear plastic covering shall be installed immediately on areas seeded between November 1 and March 31 and remain until vegetation is firmly established. 4. When the covering is used on un -seeded slopes, it shall be kept in place until the next seeding period. 5. Plastic covering sheets shall be buried two feet at the top of slopes in order to prevent surface water flow beneath sheets. 6. Proper maintenance includes regular checks for rips and dislodged ends. 0' MIN. STANDARD EROSION CONTROL NOTES Slit Fences. 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. Construction Entrances: 1. Material shall be 4" to 6" quarry spalls and may be top -dressed with 1" to 3" rock. 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 residential and small commercial sites. 3. Additional rock shall be added periodically to maintain proper function of the pod. 4. If the pad does not adequately remove the mud from the vehicle wheals, 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. Topsoil Stockpiles: 1. Stockpiles shall be stabilized (with plastic covering or other approved device) daily between November 1 and March 31. 2. In any season, sediment leaching from stock piles must be positively prevented. 3. Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet, or when conditions exist that may otherwise be detrimental to proper grading or proposed sodding or seeding. 4. Previously established grades on the areas to be topsoiled shall be maintained according to the approval plan. Hydroseeding: 1. Seed mixture shall be submitted to the Engineer for approval and shall be applied at the rate recommended by the manufacturer. 2. For seed beds planted between October 31 and April 30, armoring of the seed bed will be necessary. (e.g.,geotextiles, jute mat, clear plastic covering). 3. Seed beds planted between May 1 and October 31 will require irrigation and other maintenance as necessary to foster and protect the root structure. 4. Before seeding, install needed surface runoff control measures such as gradient terraces, interceptor dikes, swales, level spreaders and sediment basins. 5. The seedbed shall be firm with a fairly fine surface, following surface roughening. Perform all cultural operations across or at right angles to the slope. 6. fertilizers are to be used according to suppliers recommendations. amounts used should be minimized, especially adjacent to water bodies and wetlands. SPILLWAY SECTION A -A N.T.S. 1 NATIVE MATERIAL MAX. W.S. ELEV. = 345.0 BOTTOM ELEV. = 342.0 MIN. 6" CLAY LOAM OVER 30 MIL. GEOTEXTILE LINER "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" 3' PERMANENT POOL DEPTH U 3' wl Z J 11 O X 11 M O J ELEV. = ±348 W o: O 0 Z 3 M d W 1 t = J VJ 1 vW (A 41C 11- r- ZO 0 o tZ A h Z $ <Cc e cc �a ca U U ~ Z LO a] Y a] W m o W v � W X Z U M. �NQR sol ZIPU B 06 16 07 LL +' X Z cu ao Cn ko %D o 00 J ON Ln M cV 01 C Q C CDLn O� Imo ao r` o . 0 o N ELn ^ t71 c t� Z c F 10 a Zw w ' >.Z J J N Z U JOB NUMBER: 05009 DRAWING NAME: 05009-DRDT Cl.,2 SHEET: 3 OF 10 SEC 24, TWP 17 N. RGE 1 E, W.M. SAW CUT (EXISTING PAVEMENT. EMULSIF EQ ASPHALT GRADE A MINIMUM 0.25' CLASS 'B' A.C.P. CSS -1 TAICK SHALL BE APPLIED (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. I i I �►tAV� PLUS 0.08', WHICHEVER IS GREATER USING PAVING ASPHALT AR4000W. I !' ,�,r APPLIED IN MAXIMUM 0.1T LIFTS �' 'IOIN ' T6 SHALL E SEALED CROSS STREET I CROSS STREET o g N 1 i 25' R OR 35' R 0.6T GRAVEL BASE is1.Y'i'::`%`i.;li:i::i:i:..:}:i:ii::ir;.:i.. ii}l►.':•r:•: .i?i'i • .... .......: ::: ..:......... . I # I I(DEPENDING ON COMPACTED TO 957X EXIST( G CEMENT OF MAXIMUM DENSITY 017' CRUSHED �E I I CONCRETE- ROAD CLASSIFICATION); PER. 2-03.3(14 SURFACING pgVEIMNT 0 CURB & (GUTTER Vis' A EXPANSION �' TOP COURSE POINT OF ':� N�a� h� I CURVATURE s• TRENCH BACKFILL IiFs� COMPACTS PER. (p� TYP. 2-03.3(14!C METHOD B TYP E I i •' I 10 R, ..I Tom' POINT OF I ( I I INTERSECTION 20 •'. I VARIES SIDEWALK ?3• NT CONCRETE 1 FACE OF CURB h GUTTER :f I CURBMINIMUM 0.75' ... ,I t/2' LI GUTTER •� I 6' 6" SIDEWAU< OR MATCH EXISTING PLUSENT CONC. 8 WMT. SEE STANdASD°PLAN UA 11 JOINT. WHICHEVER IS GREATER. 1 SAW CUT .EXISTING PAVEMENT. R/W R/W I POINT OF 23' �; • 'I sEcnoN A -A 1/2" u INTERSECTION �. I I 10 R, TYP. * .. .•. .•r. 10' S8' 10' , ; ADJUST WIDTH AS • % ; REQ. TO PROVIDE 6• 0.57' GRAVEL BASE • COMPACTED TO 95X IN > 11' 1• m c I I .:i ��,VWW'a. SLOPE OF 12:1 SECTION B -B OF MAXIMUM DENSITY 0.17' CRUSHED EXISTING c RIGID 6' 7.5' 11' 11' 7. ' 6' 5' I 8 1 l 'd ' ' PER. 2-03.3(14)D SURFACING PAVEMENT I { SRO TOP COURSE VARIESI •• 8 \AGNS AS REQ.* TRENCH BA4CKFILL I I I I I SEE NOTE 1 � 1' MIN. 20003 3(14; C MEPER. TYP THOD C I II I 4 1 a. VARIES 4' U7' LA ESNG e TYPE II ZLOCAL ACCESS IAL OR 4 1I '25N LOCAL ACCESS COMIMERCIAL DENTSTREET 01 2' CEMENT CONC. ROLLED CURB CITY 0 YELM GENERAL NOTE: AND GUTTER CITY OF YELM RECOMMENDED BASIC DRIVEWAY APPROACH WIDTHS DEPT. OF PUBLIC WORKS 1. REFER TO RELEVANT SECTIONS of THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORMATION ON STORM DRAINAGE~, STREET LIGHTING, PAVEMENT STRUCTURE, ETC. DEPT. OF PUBLIC W RKS o NOMINAL c� WIDTH LOCAL ACCESS ONE-WAY 10' 15' 20' TWO-WAY 10' 30' 40' zs. ENT CONCRETE CURB do GUTTER CITY OF YELM CITY OF YELM DEPT F P GENERAL NOTES:RESIDENTIAL 1. "ON STREET" PARKING PERMITTED. DEPT. OF PUBLIC WORKS 1. REFER TO RELEVANT SECTIONS of THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORMATION ON STORM DRAINAGE~, STREET LIGHTING, PAVEMENT STRUCTURE, ETC. DEPT. OF PUBLIC W RKS NOTES: 1. WHERE APPROACH EXCEEDS 16' WIDTH A FULL LONaNOIN�Y CENTERED SHALL THE PLACED PP OACH. . 0 UBLI C WORKS NOTES: DEPT. OF P J LIC WORKS TRENCH -PAVEMENT RESTORATION DETAIL LOCAL ACCESS ON -STREET PARKING DETAIL CEMENT CONCRETE APPROACH 2. REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ETC.DES.OWN.CKD. JEG JEG 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3. REFER TO SECTION 48.140, YELM DEVELOPMENT GUIDELINES. G 1• ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR AND MUNICIPAL CONSTRUCTION As AMENDED BRIDGE BY CITY OF YELM STANDARDS. G APPROVED DWG. NO. PUBLIC WORKS DIREC DATE 4-10 DES. DWI. CKD. DATE S -C S -C S -C 10/3/94 APPROVED DWG. NO. 4'- 7 APPROVED DWG. NO. 4-813 APPROVED DWG. NO. 4-9 PUBLIC WORKS DIRECTOR DATE ♦ v 9/21/2000 S-CDES- S -C S -C T2/2/95 ° •a °v 2 6 "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" GENERAL NOTES (STREET CONSTRUCTION 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 for a seal at the saw cut location and the joint sealed with grade AR -4000W paving asphalt. 5. Compaction of subgrode, 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. "CLASS B ASPHALT* " CSTC OR CSBC FINISH GRADE `-8" BALLAST* COMPACTED NATIVE SUBGRADE OR APPROVED FILL * ALL THICKNESSES ARE COMPACTED DEPTHS. PAVING SECTION N.T.S. 5 1/2" 6 1/2- 15' 5' 5' y EDGE AROUND 1"R 1/2'R 5 1/2' 1/2'R �-SIDEWALK 2" DEPTH OF KEEP MULCH 6"ANFROM UTREE TRUNK. a EACH PANEL ♦ v ° •a °v 2 6 BROOM FINISH v PRESSURE TREATED 4X6 (2 REOD., LENGTH VARIES) 0 CEDAR SHIN LES v, d �� N io a 1/2"R C 1\ I"R tO ea a ° PINNED IN PLACE WITH TWO 24" LENGTHS OF /5 REBAR 2X2 PRESSURE TREATED STAKES SPACED EVENLY OUTSIDE THE HOLE FOR THE ROOTBALL, AND MASLBOXTTIYP. MAILBOX(TYP.) ♦ a 2x4 �1 �A. a 16"O.C. L WDTl NOF ISTD 1d ° ° d i c PARALLEL TO THE ROAD (2 READ. ♦ WA 3 ° •. . W 8" . n �' e • ! r GEOTEXTILE ROOT CONTROL V v IN. x6 dp EXPANSION JOINT :��EXPANSIONJOI m I < e v SYSTEM 15' LONG, CENTERED ON TREE. d 4x4 COLUMN NOMINAL WIDTH ' SCORE MARK ° (TWO READ.) a F SIDEWALK a ' A a 12 GA. WIRE TREE TIE W/ RUBBER CUSTOMEe PLANTER STRIP 6 ° ° W 6. PROTECTION AT THE TREE. & POST 2x4 CROSS (AS REQ.) a '• 0 (FASTEN LOOSELY) "?' v b ENTRY ' • BRACE 7 7 7 7 .7 7-1 •L7 " a ♦' Q ♦ �- CHMENT AS 0 s ° a V-6" 1 CURB PLAN 3 PERAU.S.P.S. .' REQUIREMENTS 8 15' CEMENT . GUTTER PLANTING ° ♦. CURB do GUTTER r■ 7 1/2* CONCRETE BARRIER CURB AND GUTTER STRIP • • o FOR USE WHEN TREE IS WITHIN 6' OF CURB AND/OR SIDEWALK HILU112 111111 1 .11111111 LI a U. CEMENT CONCRETE BARRIER CURB CK s ° a 12---1 tnnnnnnnonnn � w ', 4"W(TYP) 2" DEPTH OF BARK MULCH IN SIDEWALK PLANTER STRIP +� 0 STREET TREE SPECIFICATIONS 6' DIAM. CIRCLE CENTERED ON TREE. a 38" 42" 5' MIN (AS REQ,) < 1. TREES SHALL BE 2' TO 3" CALIPER KEEP MULCH 6" FROM TREE TRUNK. co : a SIDEWALK 1I ♦ d 2"x4() U U ~ MEASURED 6» ABOVE THE BASE. Z -2X R-1/2" TYP. to 2. TREES SHALL HAVE A MINIMUM 2X2 PRESSURE TREATED STAKES a .2' MIN. :• --� 1/2-R o W m W W 6 FOOT FREE -OF -BRANCH CLEARANCE, MEASURED SPACED EVENLY OUTSIDE THE RO00OTBA2 •EALLEL TO THE < ° LENGTH VARIES v MAILBOXES x 12 ''. W FROM ROND D. ( ) i(E S'ti ► . THE GROUND LINE TO THE d .': '�• - • �. •• FIRST BRANCH. FOOTINGS PER LLJ ZO r• 4 r•p• r . 000 M J M O M LLn c U.S.P.S. 4" MIN. n > f 3. TREES SHALL BE SPACED 35 d REQUIREMENTS CD v > • cC FEET ON CENTER STARTING WI / 12 GA. RE TREE TIE W RUBBER Z c NOTES: IL s • • r 15 FEET FROM THE PROPERTY PROTECTION AT THE TREE. } Z LINE. (FASTEN LOOSELY) LU 1. EXPANSION JOINT MATERIAL TO BE 3/8' THICK PREMOLDED CEMENT ROLLED CURB AND GUTTER JOB NUMBER: GENERAL NOTES: JOINT FILLER FULL THICKNESS OF CONCRETE. DRAWING NAME: 05009_RDDT a C1m3 1. ROOF IS OPTIONAL PER DRAWING STANDARDS. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE FOR USE WHEN TREE IS NOT WITHIN 6' OF CURB AND/OR SIDEWALK 2. SEE DEVELOPMENT GUIDELINE 4G.070 FOR POURING CONCRETE. CITY OF YELM ADDITIONAL REQUIREMENTS. 3. SCORE MARKS SHALL BE tt/B' WIDE BY f1/4" DEEP. FOR SIDEWALKS DEPT. OF PUBLIC WORKS CITY OF YELM DEPT. OF PUBLIC WORKS CITY OF YELM NOTES: DEPT. OF PUBLIC WORKS 3 OUTSIDE CITY 0'F YELM NS a EAS. slcHr- DEPT. OF P Jl BLIC WORKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE DISCATE TANCE TA CE OBSTRUCTIINTERSECTION MARK SHALL BE MADE ALONG CENTER OF WALK. CEMENT CONCRETE NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8' THICK pREMOLDED CEMENT CONCRETE 1• THE GEOTEXTILE ROOT CONTROL SYSTEM SHALL BE 12 INCH BIOBARRIER STRIPS, OR APPROVED 4. ALL DIMENSIONED LUMBER SHALL BE PRESSURE MAILBOX C L U S T E R 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND JOINT FILLER FULL THICKNESS OF CONCRETE. EQUAL. STREET TREE TREATED. ALL NAILS AND CONNECTION GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB SIDEWALK CURBS 2. TIRE TREE TIE SHALL BE 42" ABOVE THE GROUND BRACKETS SHALL BE GALVANIZED.DETAIL RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. N0. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE APPROVED 3. FINISH GRADE FOR BARK MULCH SHALL BE 1 5. MAILBOXES SHALL CONFORM TO U.S.P.S. REQUIREMENTS AND SHALL HAVE THE STREET _ GU*4EN SIDEWALK IS T TO CURB AND POURING CONCRETE. DWG. NO. TO 2 INCHES BELOW SURROUNDING GRADE APPROVED DWG. NO. ADDRESS OF THE SPECIFIC LOT ON THE APPROVED DWG. NO. GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR DATE 4-11MAILBOX 3. EXPANSION JOINTS TO BE PLACED ON 15' �NTERs. PUBLIC WORKS DIRECTOR DATE 4-13 4-19 DOOR. 4- 26 CK -C DES. DWN. CKD. DATE UL5. OWN. CKD. -7 DES. CKD. JE1G S -C S-CE)WN S -DES. 10/3/94 G S -C S -C s -C 3/15 94 I 10/3/94. 9/21/2000 ,EG JEG "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" GENERAL NOTES (STREET CONSTRUCTION 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 for a seal at the saw cut location and the joint sealed with grade AR -4000W paving asphalt. 5. Compaction of subgrode, 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. "CLASS B ASPHALT* " CSTC OR CSBC FINISH GRADE `-8" BALLAST* COMPACTED NATIVE SUBGRADE OR APPROVED FILL * ALL THICKNESSES ARE COMPACTED DEPTHS. PAVING SECTION N.T.S. 0 O Z 3 W d W UJIn s W 0 Z Z 0 s � 1 Alu 8 . 0 s 0 cc co U U ~ Z to MM o W m W W < j < us W W oV S'ti M. djNER ;i1IPUM 06/1870-7-1 LLJ ZO 4- O w C1.E 0 L 000 M J M O M LLn c Ou^f 3 r� O (V M 00 rl�CD C) cN%0 kD In E 5. f M M N d CD /♦ U cC = Z c IL o! tC a WLU c } Z LU �'-� JOB NUMBER: 05009 DRAWING NAME: 05009_RDDT C1m3 SHEET: 4 OF 10 SEC 24, TWP 17 N. RGE 1 E, W.M. CONSTRUCTION NOTES OCONTRACTOR TO SUPPLY CONDUIT TO WITHIN A FT. OF POWER SOURCE AND SUFFICIENT LENGTH OF SERVICE CONDUCTORS TO MAKE SERVICE CONNECTION. PUGET SOUND ENERGY (PSE) / PERSONNEL SHALL EXTEND THE CONDUIT AND MAKE THE SERVICE CONNECTION. CONTRACTOR SHALL CONTACT P�E AT LEAST 30 DAYS PRIOR TO CONSTRUCTION START. OINSTALL STREETLIGHT FOUNDATION, STANDARDe LUMINAIRE AND ASSOCIATED HA, CITY OF YELM, AND PU SOUND ENERGY RSTANDARDS. SEE DWARE PER STREETLIGHT' SCHEDULE AND T STREET LIGHTING REQUIREMENTS THIS SHEET - 3 INSTALL TYPE 1 JUNCTION 80X PER WSDOT STANDARD PLAN J-110. 4 INSTALL MYERS SERVICE DISCONNECT MODEL MEUGL—M1000—UM (OR APPROVED EQUAL) PEDESTAL AND FOUNDATION. LONGMIRE STREEx SE THIS PLAN IS TO REPRESENT THE PROPOSED STREETLIGHTiNG SYSTEM FOR REFERENCE ONLY. PSE WILL PROVIDE THE ACTUAL DESIGN. STATIONING NOTE: THE ROADWAY STATIONING IS ALONG THE ROADWAY CENTERLINE, NOT THE RIGHT—OF—WAY CENTERLINE. STREET LIGHTING REQUIREMENTS POLE TYPE, MOUNTING HEIGHTS, ARM LENGTH, POWER SOURCE, SHALL BE AS FOLLO#S: LUMINAIRE. AND BOLT PATTERNS POLE TYPE: SEE DEVELOPMENT GUIDELINES SEdTION 4E.020 MOUNTING HEIGHT: ARM LENGTH: 30 FT. TYPE 1) 8 FT. W/ DAVIT STYLE MAST ARM POWER SOURCE: 240 VAC, SINGLE PHASE. 3 WIRE LUMINAIRE TYPES: 100 WATT, HIGH PRESSURE SODIUM 2" PVC FLAT LENS GE M2AC1OS3A1GMC31, I OR APPROVED EQUALS, MEDIUM CUTOFF I.E.S. TYPE 3 DISTRIBUTIOMI cc WITH GE POWER DOOR. BOLT PATTERN: PER MANUFACTURER'S SPECIFICATIONS BASE STYLE: PER MANUFACTURER'S SPECIFICATIONS STREETLIGHT SCHEDULE SERVICE 240 VOLTS LIGHT STD. CIRCUIT NO. TYPE WATTAGE DISTRIBUTION MOUNTING HEIGHT STATION. OFFSET COMMENTS 8' DAVIT STYLE MAST 1 1 HPSk-100W—MCIII 30 STA. 12+95.3, 22.0' L.T. ' INSTALL WITH POWER DOOR WIRE SCHEDULE RUN NO. CONDUIT SIZE iii AWG BARE GRD. IIS AWG i3 AWG COMMENTS ILLUMINATION SERVICE 1 2" PVC 1 2 E 2 2" PVC I I 1 3 SCALE: 1"=40 FEET 0 20 40 80 MERIDIAN: CENTER SECTION LINE OF SECTION 24 PER THURSTON COUNTY SHORT SUBDIVISION SS -2077 VOL. 20 PAGE 545, VERTICAL DATUM THURSTON COUNTY NA VD 29 THURSTON COUNTY CONTROL POINT #83-1 ELEV. = 349.24 "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" GENERAL NOTES (STREET LIGHT CONSTRUCTION) 1. All workmanship, materials, and testing shall be in accordance with the most current Washington State Department of Transportation/American Public Work Association Standard Specifications for Road, Bridge, and Municipal Construction, National Electrical Code, and City of Development Guidelines unless otherwise specified below. In cases of conflict the most stringent guideline shall apply. When the most stringent guideline is not clear, the City will make the determination. The Electrical Contractor shall be familiar with all above stated publications and guidelines as they will be strictly enforced by the City. 2. All safety standards and requirements shall be complied with as set forth by the State of Washington, Department of Labor and Industries. 3. The contractor shall be responsible for all traffic control in accordance with the Manual on Uniform Traffic Control Devices. 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. 4. A pre—construction meeting shall be held with the City and Electrical Inspectors prior to the start of construction. 5. All approvals and permits required by the City shall be obtained by the contractor prior to the start of construction. 6. It shall be the responsibility of the contractor to have a copy of an approved set of plans on the construction site at all times. 7. All surveying and staking shall be done by a surveying or engineering firm licensed in the State of Washington. 8. Temporary erosion control/water pollution measures shall be required in accordance with section 1-07.15 of the WSDOT/APWA Standard Specifications and the Drainage Design and Erosion Control Manual for Thurston Region Washington. At no time will silts and debris be allowed to drain into an existing or newly installed facility. 9. 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. 10. 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 1-800-424-5555 a minimum of 48 hours prior to any excavation. The contractor will also be responsible for maintaining all locate marks once the utilities have been located. 11. Electrical permits and inspections are required for all street lighting installations within the City. The Contractor is responsible for obtaining said permits prior to any type of actual construction. These permits are available through Washington State Labor and Industries, (360) 902-6350. 12. Prior to installation of any materials the Electrical Contractor shall submit for approval by the City two copies of material catalog cuts, specifications, shop drawings and/or wiring diagrams. Any materials purchased or labor performed prior to such approval shall be at the Contractor's risk. Mounting heights, arm length, power source, luminaire type and bolt patterns shall follow City of Yelm Development Guidelines Section 4E.020. Modifications of any portion of the lighting system will not be allowed without prior approval by the City. 13. A rated Service Disconnect shall be provided for every branch circuit. Light branch circuit breakers shall be 40—amp minimum. The location and installation of the disconnect sholl conform to the National Electric Code (NEC) and City of Yelm Standards. The Service Disconnect shall be of a type equal to a "MYERS" MEUGL—M100C—UM or a "UNICORN" CPIIIB-0111 A Service, 120/240 VAC, CALTRANS TYPE 3B or City approved equal, with two lighting relays, one three position test switch (Auto/Off/Manual) and one photocell. The photocell shall face north unless otherwise directed by the City. 14. Service Entrance Conductors shall be a minimum size of #6 copper. All lighting wire shall be stranded copper with a minimum size of #8 with insulation suitable for wet locations. Phasing Tape will not be allowed. All wire shall be installed in schedule 40 PVC conduit with a minimum diameter of 1-1/4 inches. All conduit shall be installed in the "Utility Ditch" or as otherwise directed by the City. A bushing or bell end shall be used at the end of every conduit. All splices shall be in the nearest junction box. Wire nuts will not be allowed. All splices will be made with Type C copper fittings, centered and encased in a 3—M Scotchcost epoxy kit, rated at 600 Volts, type 82—A1, 82—B1 or City approved equal. If more than one circuit passes through a Junction Box each is to have a PCV sleeve clearly identifying the circuit. (WSDOT Standard Specification 8-20.3). A 500—volt megger test will be performed by the City on each circuit between conductor and ground prior to acceptance of the lighting system. The insulation resistance shall not be less than 6 megaohms to ground 2,500 feet and over nor less than 8 megaohms under 2,500 feet. A functional test will be performed by the City, in which it is demonstrated that each and every part of the system functions as specified or intended herein. (WSDOT Standard Specifications 8-20.3(11). 15. Each luminaire pole shall have an in—line, fused, water tight electrical disconnect located at the base of the pole. Access to these fused disconnects shall be through the hand—hole on the pole. The hand—hole shall be facing away from oncoming traffic. Load side of in—line fuse to luminaire head shall be cable and pole bracket wire, 2 conductor, 19 strand copper #10 and shall be supported at the end of the luminaire arm by an approved means. Fuse size, disconnect installation and grounding in pole shall conform to WSDOT Standards. 16. City approved pull boxes or Junctions boxes shall be installed per WSDOT Standard Plan J-110 in all street lighting installations. Junction Boxes shall be incorporated into the back edge of sidewalk or as directed by City. A Junction box shall be located within 10 feet of each luminaire pole and at every road crossing. No conduit shall be installed in the roadway except at designated road crossings. Conduit entering the Junction Box shall be perpendicular to the sides of the box and a minimum of 6 but no more than 8 inches below the lid. Boxes shall be clearly and indelibly marked as Lighting Boxes by the legend "L.T." or "LIGHTING". All J—Boxes shall be supported by a minimum 6—inch crushed gravel pad. A 3/8 inch expansion joint shall be installed between concrete sidewalk and Junction Box. 17. All lighting poles shall be as specified in section 4E.020 of the Development Guidelines. In existing developed areas, the City may require the use of other poles to establish uniformity within the developed area. After installation and before acceptance by the City all poles shall be free of dents and marks. Sonotube shall be removed to below ground level. Pole bases shall be grouted and all luminaire heads shall be plumb and level. 18. Cement concrete bases shall follow WSDOT Standard Plan J-1 b. Conduit shall extend between 3 and 6 inches above the concrete base. 19. Any modification to approved lighting plans shall be reviewed and approved by the City prior to installation. Any approved modifications shall be shown on a Mylar asbuilt supplied to the City after the lighting installation is completed and before final acceptance. It shall be the responsibility of the Electrical Contractor to ensure these as—builts are provided to the City. c 6 Z RT LU ~ W U 0 a II C14 ao E J A 0 'n d t0 t0 m T. cc .J IL IN i�]A C W 0 m 0 WIx Z o p Lo Ln >, ani o t = L W e (4,J W J rn 1 c V' c RT LU X U 0 a II C14 ao E Z A 0 'n 0) t0 t0 m 0On ON �o .J IL IN i�]A C 00 0 m 0 WIx Z o p Lo Ln >, ani o �- 8 L W e (4,J W rn 1 c V' c Z a RT maw os7576771 09' LU X U U a II C14 ao E .-4 A 0 'n 0) t0 t0 m 0On ON �o m } m 00 0 m 0 WIx U m o maw os7576771 09' JOB NUMBER: 05009 DRAWING NAME: 05009—LTP CIA SHEET: 5 OF 10 LU X z� a M ao E .-4 0 'n 0) t0 t0 m 0On ON �o N 00 0� 00 r p Lo Ln >, ani o � ko L O rn c V' c Z a a� W W c >z J Z O W U JOB NUMBER: 05009 DRAWING NAME: 05009—LTP CIA SHEET: 5 OF 10 SEC 24, TWP 17 N, RGE 1 E, W.M. 360 356 352 344 03 o� +0 o� r - z H W cn m 1 - 8" GATE VALVE (FL x 1 - TEMP. BLOWOFF ASSET 3401 THRUST BLOCKING r -1 9+60 10+00 HORIZONTAL SCALE. 1'=40 FEET VERTICAL SCALE. 1"=4.00 FEET Mcgolk ROAD 'A' low ....STORM 4Z" MIN. CROSSING QOVER MIN. 6" SAND CUSHION 1 - ato gnu THRUST BLOCKING 1 - 'f.7 L9LI�V THRUST BLOCKING 71+UU 100' PROTECTIVE-� WELL RADIUS (TYP.) to N ao f` + Lo EX. GRADE AT CENTERLINE dw • +_ - STORM - CROSSING . PROPOSED GRADE MIN6" -SAND CUSHION AT CENTERLINE U; I STA. 13+43.43, 5.0' RT. I - 8" TEE (FL) 1 - 8" ADAPTER (FL x MJ) 2 - 8" GATE VALVES (FL x MJ) THRUST BLOCKING N N d; F -- M N +wz 'Au �0 cn j w - EX_ 8 STUB 1 - 8" x 6" TEE (FL) 2 - 8" ADAPTERS (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) 1 - FIRE HYDRANT ASSEMBLY THRUST BLOCKING 360 356 352 344 * OFFSET IS TO FRONT OF BOX SCALE: 1"=40 FEET 0 20 40 80 MERIDIAN: CENTER SECTION LIINE OF SECTION 24 PER THURSTON COUNTY SHORT SUBDIVISION SS -2077 VOL. 20 PAGE 545 VERTICAL DATUM THURSTON COUNTY NA VD 29 THURSTON COUNTY CONTROL POINT #837 ELEV. = 349.24 360 356 352 344 CONSTRUCTION NOTES 1OSTA. *15+73.25, 5.0' RT. 1 - FIRE HYDRANT ASSEMBLY PER PLAN, PROFILE, AND DETAILS ON SHEET C2.2. INSTALL HYDRANT LOCKS PER CITY STANDARDS. FLANGE ELEVATION - *353.3 HYDRANT OFFSET - 14.5' RT. 1 - 8" x 6" TEE (FL) 2 - 8" ADAPTERS (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) THRUST BLOCKING CONNECT TO EXISTING 8" WATER STUB. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE SIZE, AND DEPTH OF EXISTING STUB AT CONNECTION POINT PRIOR TO CONSTRUCTION START. COORDINATE WITH CITY INSPECTOR. 22 INSTALL 800 C900 CL 150 PVC WATER MAIN PER PLAN AND PROFILE. OINSTALL METER BOXES, SETTERS, AND SERVICE LINES PER SCHEDULE THIS SHEET AND DETAILS ON SHEET C2.2. CITY CREW WILL INSTALL WATER METER ONCE INSTALLATION FEES HAVE BEEN PAID TO THE CITY. INSTALL TRAFFIC RATED UDS IN ALL DRIVEWAY AREAS AS NEEDED. EXTEND SERVICE LINES 5' FROM RIGHT-OF-WAY INTO EACH LOT. THE IRRIGATION SERVICE SHALL HAVE AN APPROVED DOUBLE CHECK VALVE ASSEMBLY INSTALLED AND TESTED. O4 STA. 10+00.00, 5.0' RT. 1 - TEMP. BLOWOFF ASSEMBLY WITH 8" GATE VALVE PER DETAILS ON SHEET C2.2. THRUST BLOCKING OINSTALL 45' BENDS WITH THRUST BLOCKING PER PLAN, PROFILE, AND DETAILS ON SHEET C2.2 6O STA. *2+47.54, 5.0' RT. REMOVE EX. BLOWOFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER STUB. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE SIZE, AND DEPTH OF EXISTING STUB AT CONNECTION POINT PRIOR TO CONSTRUCTION START. COORDINATE NTH CITY INSPECTOR. 7OSTA. 1+43.50, 5.0' RT. 1 - FIRE HYDRANT ASSEMBLY PER PLAN, PROFILE, AND DETAILS ON SHEET C2.2. INSTALL HYDRANT LOCKS PER CITY STANDARDS. FLANGE ELEVATION - *351.4 HYDRANT OFFSET - 22.0' RT. 1 - 8" x 6" TEE (FL) 2 - 8" ADAPTERS (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) THRUST BLOCKING OSTA. 13+43.43, 5.0' RT. 1 - 8" TEE (FL) 1 - 8" ADAPTER (FL x MJ) 2 - 8" GATE VALVES (FL x MJ) THRUST BLOCKING OABANDON EXISTING WELL PER DOE REQUIREMENTS. STATIONING NOTE: THE ROADWAY STATIONING IS ALONG THE ROADWAY CENTERLINE, NOT THE RIGHT-OF-WAY CENTERLINE. W ROAD 'B' 00 to I= M (n M uta 0Z3 W 0 J0 +m zEX. GRADE AT www V) 0 m CENTERLINE nnnnnnn STORM PROPOSED GRADE CROSSING 42" MIN. COVER AT CENTERLINE MIN. 6" 1! SAND CUSHION m I WATER SERVICE SCHEDULE LOT STATION OFFSET TYPE PIPE SIZE 1, 2 15+43.9 21.0' RT. DUAL 1" 3, 4 14+29.9 21.0' RT. DUAL 1 _� 5, 6 13+15.8 21.0' RT. DUAL 1" 7, 8 12+02.3 21.0' RT. DUAL 1" 9 10+47.1 21.0' LT. SINGLE 1" 10, 11 10+92.0 43.7' LT. DUAL 1" 12, IRR. 11+21.0 54.3' LT. DUAL 1" 13, 14 11+46.1 40.6' LT. DUAL 1" 15, 16 12+48.4 21.0' LT. DUAL 1" 17, 18 1 14+23.9 21.0' LT. DUAL 1" 19 1 14+95.9 21.0' LT. SINGLE 1" 360 356 352 344 03 o� +0 o� r - z H W cn m 1 - 8" GATE VALVE (FL x 1 - TEMP. BLOWOFF ASSET 3401 THRUST BLOCKING r -1 9+60 10+00 HORIZONTAL SCALE. 1'=40 FEET VERTICAL SCALE. 1"=4.00 FEET Mcgolk ROAD 'A' low ....STORM 4Z" MIN. CROSSING QOVER MIN. 6" SAND CUSHION 1 - ato gnu THRUST BLOCKING 1 - 'f.7 L9LI�V THRUST BLOCKING 71+UU 100' PROTECTIVE-� WELL RADIUS (TYP.) to N ao f` + Lo EX. GRADE AT CENTERLINE dw • +_ - STORM - CROSSING . PROPOSED GRADE MIN6" -SAND CUSHION AT CENTERLINE U; I STA. 13+43.43, 5.0' RT. I - 8" TEE (FL) 1 - 8" ADAPTER (FL x MJ) 2 - 8" GATE VALVES (FL x MJ) THRUST BLOCKING N N d; F -- M N +wz 'Au �0 cn j w - EX_ 8 STUB 1 - 8" x 6" TEE (FL) 2 - 8" ADAPTERS (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) 1 - FIRE HYDRANT ASSEMBLY THRUST BLOCKING 360 356 352 344 * OFFSET IS TO FRONT OF BOX SCALE: 1"=40 FEET 0 20 40 80 MERIDIAN: CENTER SECTION LIINE OF SECTION 24 PER THURSTON COUNTY SHORT SUBDIVISION SS -2077 VOL. 20 PAGE 545 VERTICAL DATUM THURSTON COUNTY NA VD 29 THURSTON COUNTY CONTROL POINT #837 ELEV. = 349.24 360 356 352 344 CONSTRUCTION NOTES 1OSTA. *15+73.25, 5.0' RT. 1 - FIRE HYDRANT ASSEMBLY PER PLAN, PROFILE, AND DETAILS ON SHEET C2.2. INSTALL HYDRANT LOCKS PER CITY STANDARDS. FLANGE ELEVATION - *353.3 HYDRANT OFFSET - 14.5' RT. 1 - 8" x 6" TEE (FL) 2 - 8" ADAPTERS (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) THRUST BLOCKING CONNECT TO EXISTING 8" WATER STUB. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE SIZE, AND DEPTH OF EXISTING STUB AT CONNECTION POINT PRIOR TO CONSTRUCTION START. COORDINATE WITH CITY INSPECTOR. 22 INSTALL 800 C900 CL 150 PVC WATER MAIN PER PLAN AND PROFILE. OINSTALL METER BOXES, SETTERS, AND SERVICE LINES PER SCHEDULE THIS SHEET AND DETAILS ON SHEET C2.2. CITY CREW WILL INSTALL WATER METER ONCE INSTALLATION FEES HAVE BEEN PAID TO THE CITY. INSTALL TRAFFIC RATED UDS IN ALL DRIVEWAY AREAS AS NEEDED. EXTEND SERVICE LINES 5' FROM RIGHT-OF-WAY INTO EACH LOT. THE IRRIGATION SERVICE SHALL HAVE AN APPROVED DOUBLE CHECK VALVE ASSEMBLY INSTALLED AND TESTED. O4 STA. 10+00.00, 5.0' RT. 1 - TEMP. BLOWOFF ASSEMBLY WITH 8" GATE VALVE PER DETAILS ON SHEET C2.2. THRUST BLOCKING OINSTALL 45' BENDS WITH THRUST BLOCKING PER PLAN, PROFILE, AND DETAILS ON SHEET C2.2 6O STA. *2+47.54, 5.0' RT. REMOVE EX. BLOWOFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER STUB. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE SIZE, AND DEPTH OF EXISTING STUB AT CONNECTION POINT PRIOR TO CONSTRUCTION START. COORDINATE NTH CITY INSPECTOR. 7OSTA. 1+43.50, 5.0' RT. 1 - FIRE HYDRANT ASSEMBLY PER PLAN, PROFILE, AND DETAILS ON SHEET C2.2. INSTALL HYDRANT LOCKS PER CITY STANDARDS. FLANGE ELEVATION - *351.4 HYDRANT OFFSET - 22.0' RT. 1 - 8" x 6" TEE (FL) 2 - 8" ADAPTERS (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) THRUST BLOCKING OSTA. 13+43.43, 5.0' RT. 1 - 8" TEE (FL) 1 - 8" ADAPTER (FL x MJ) 2 - 8" GATE VALVES (FL x MJ) THRUST BLOCKING OABANDON EXISTING WELL PER DOE REQUIREMENTS. STATIONING NOTE: THE ROADWAY STATIONING IS ALONG THE ROADWAY CENTERLINE, NOT THE RIGHT-OF-WAY CENTERLINE. W ROAD 'B' 00 to I= M (n M uta 0Z3 W 0 J0 +m zEX. GRADE AT www V) 0 m CENTERLINE nnnnnnn STORM PROPOSED GRADE CROSSING 42" MIN. COVER AT CENTERLINE MIN. 6" 1! SAND CUSHION m I SEWER CROSSING TA *1+4 ' R MIN. 18" VERTICAL 1 - 8" X 6" TEE (FL) SEPARATION 2 - 8" ADAPTERS (FL x MJ) STA. 0+95.00, 5.0' L 1 - 6" GATE VALVE (FL x MJ) 1 - 8" TEE (FL) 1 - FIRE HYDRANT ASSEMBLY 1 - 8" ADAPTER (FL x MJ) THRUST BLOCKING 2 - 8" GATE VALVES (FL x MJ) I1 1 1 1 1 1 I ► 1 I 1340 340 13+00 14+00 15+00 16+00 16+80 0+50 1+00 "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" HORIZONTAL SCALE: 1"=40 FEET VERTICAL SCALE: 1"=4.00 FEET F�•IVA 360 356 352 344 340 3+00 us 0 0 Z Q 3 H N j 3 IL W W n � t = �A J 3 W 4 J ' W c IL a o Z t 1 Z t mi 0. H t 3 o U U II � ,n r m m m o < w < k m O 04 M. S c�NER I-Expum 06116-T"--1 x w Z a w ao �ko 1p o0 J a% Ln ro N T C Q o LAr11 > 0E 00 N %0 tp N >• a rn C7 c 'c Z c a� i2 W c �i W Z J (D O Z> W U JOB NUMBER: 05009 DRAIMNG NAME: 05009-WTPL C2.1 SHEET: 6 OF 10 SEC 24, TWP 17 N, RGE 1 E, W.M. "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" GENERAL NOTES (WATER MAIN INSTALLATION) 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 preconstruction meeting to be attended by all major contractors, representatives of involved utilities, and the City of Yelm. Contact the Public Works Department at (360) 458-8410 to schedule the meeting. The Contractor is responsible to have a set of approved plans at the 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 Ratio (SDR) of 21, and meet the requirements of WSDOT Standard Specifications Section 9- 30.1(5)6. 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 9-30.2.(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 until system is approved. 6. All lines shall be chlorinated and tested in conformance with the above referenced specification (Note 1). 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 non -biodegradable, metal core or backing marked water 2 -inch -wide minimum, which can be detected by a standard metal detector. Tape shall be Terra Tape "D" or approved equal. In addition to tracer tape, install 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. 8. Provide traffic control plan(s) as required in accordance with M U TCD. 9. All water mains shall be staked for grades and alignment by an engineering or surveying firm capable of performing such work. 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 "field verification", connection points will be exposed by contractor and fittings verified 48 hours prior to distributing shut -down notices. 13. At any connection to an existing line 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 or 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 Citys 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. Any 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/or omissions on these plans. UD - *MIDSTATES BCF -1416 W/ 1.5' HOU: FOR TOUCH READ Top view operating nut 19 1 2" W z APPROVED METER AlOX UD - 'MIDSTATES BCF -1416 W/ 1.5' HOLE FOR TOUCH READ BOX- �MIBSTATES BCF -14168 *OR PRE APPROVED EQUAL Limps of payment I I: i Lr METER BOX BOX- •MIDSTATES BCF -14169 SERVICE SADDLE Paint Hydrant Weather shield 14" ILIL OOR PRE APPROVED EQUAL ROMAC Z02s OR ROCKWELL 313 24 7/8" Sun Yellow High Enamel Bonnet + g SERVICE SADDLE z #r 133 2 t " tl/2th :sse connection HYDRANT OFFSET SINGLE METER BOX PLACEMENT 12" MAX. ROMAC 202S OR I 1" x 1" FORD PACK JOINT OR GRIP CORPORATION STS PROP ERTY ROCKWELL 313 METER BOX ; _ 1/2" Steamer connection nection 2% SLOPE TO BOX Z I 1" POLYETHYLENE UNE p - with NST threads See valve box and ■ 18 TO CENTER OF BOX 1"x 1" FORD GRIP JOINT ^ dt S Storz adapter valve stem detail- ,�► p .:::i.!°:•.:'•:•'.'�:•::::'::'•::::'::'' :.':'•: ;�,,•..,,• CORPORATION STOP TYPE O O1 �o Style S-37 w/SC cap 6-11 < FB 1101 BALL VALVE CURB STOP 4" � 18"-24" �_ `'' ' ' t 2" ►. '. �'•'. '•'.: •' ' WITH PACK JOINT Ground .�,•.,;...•:..•,..•,•.•,• 14" 3 W 7r 1" 200psi 12' J 12" P.E. PIPE 1" PLAS17C LINE (USE 200 P9_//To IL M R sui� �'- Standpipe DR7 PHILLIPS DRISCO PIPE 3100 I W 6" Flanged fire depty POLYETHYLENE PIPE) METER 3' Minimum -� p hydrant tee CHECK VALVE (31S " Each Pipe Joint 6" , 19 1/2' 1 #1106 EBAA Iron, •:::. 2% SL T BOX 2% SLOPE TO BOX CHECK VALVE 8w Inc. Megalug :::::t, •, 24 7 8" 48 TO TE OF BOX }. ,:.:• . METER BOX -� I T1111VA.'..' _ :':•�:•'.:' T PROPERTY CURB ' a CURB � METER ;: • " :.'' ' 6 Class 52 ductile iron ••:•:��.' •�� METER BOX CENTERED UNE • • • ... 12' ;:'.:::•.� pip• cut to length ,. pw EXTENDED LOT UNE • . 12• v ........ J 6" gate valve, X MJ DUAL METER r t •° • • °' • ' 'd ' a See note below BOX PLACEMENT BOX 14 GAUGE INSULATED COPP R Varies I TONING WIRE WRAPPED AROUND THE PIPE (SEE I PE TO BOX g GENERAL NOTES N0. 7) - 12"" 4"x8"X16" concrete block 48 TOLCENTER 14 GAUGE INSULATED COPPER 12' 1 x 1 FORD PACK JOINT e Hydrant shoe .► •' •' TONING WiRE WRAPPED AROUND THE CORPORATIO STOP TYPE FB 11 Backfill to top of drain ring housing .. ,. �.. '.. PIPE (SEE GENERAL NOTES N0. 7) bolts with 2 washed rock as shown Plastic barrier between thrust block and tee 12 m !': �': '•�, :'''''''�' z FORD V9 72-15W 5/8'x 3/4' 1 1" (PLASTIC UNE (USE 200 FORD BH 72-15W 5/8-x 3/4 COPPER METER R WITH 6 x 6 shoot of 11 mil. plastic or con - atructton fabric, covering 2 washed rock ;:•...�.;:•;�,.::.::.::•'.: FORD 9111-444 METER SETTER WITH 221/2' PSI PHILLIPS DRISCO PIPE CHECK VALVE, UNION NUT Notes Concrete thrust block 1 200psi R DS 1 "NT BY LP THREAD 22 �! COPPER CHECK VALVE AND UNION S1 0b POLYETHYLENE PIPE) T AND SWIVEL FOR CONNECTING 1 IRON PIPE cast -in-place 1. Hydrants shall be located in pagainst12 fitting m� r " P.E. PIPE 12 1" MALE ADAPTER 3/4' x 1" X 12" BELL NUT AND SWIVEL FOR CONNECTING 1' IRON PIPE OR EQUAL J FORb 961-555 BALL VALVE WITW PACK JOINT i FEMALE I.P. THREADS FORD USB -43 BRANCH PIECE, OR EQUAL 7 1/2" WITH MALE I.P. INLET AND COUPLING only accordance with Section 6.060. 9 Y In addition, a minimum three foot �� REDUCER. FOR CONNECTIONS TO METER SETTER radius unobstructed working area shall j. CITY OF YELIK W � SERVE aff of YEM WASHIN10111110N be provided around all hydrants. Cf1Y of YAM, WASH OMM (may OF YEA, WASHRO ON 1'x 1 " FORD GRIP � OF �C WOWS NOTES �• �PUBLIC Y"" 2. Hydrants shall be Dresser M dt H �' OF PUBX WO>M DEPT. �_ WOWS JOINT CORPORATION STOP TYPE Fe 1101 5/8 SINGLE / 1 PACK STAINLESS NTS EANDI GRIP. REQUIRED FOR ALL 5/8" DUAL Reliant American AVK Saes 2780 °I"°n or TYPICAL METER Cr 0 W U U V1 0 ER A1. FIRE HYDRANT y:Vcw SERVICE SADDLE METER SERVICE 2. ALL SERVICE SADDLES SHALL HAVE RUBBER METER SERVICE 3. cate valves shall be resilient wedge PLACEMENT NQ�i i. STAINLESS STEEL INSERTS GASKET AND I.P. THREADS, NRS with O-ring seals. Valve ends shall g AFROM D� NOL APPIiOIIBD DMia NQ REQUIRED FOR ALL PACK JOINTS AFMKAM DWD Na AFFFOl� D� N0, be Mechanical joint by ANSI flanges. LU nc AND GRIP•c 6 PUBLIC WORKS DIRECTOR DATE - 1 w c PUBLIC WORKS DIRECTOR DATE 6 - 2 Valves shall conform to AWWA 509-80. Valves shall be Muller M&H, Kennedy, PUBLIC WORKS DIRECTOR DATE 6 - 7 PUBLIC WORKS DIRECTOR DATE 6-6 2. ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS.D CC��5/2005 (V DM Dt QA Clow R W or Wahrous Soros 500. / Del Cla DAT! DQE Del• ES JEG JEG OLA J01� ES JEG JEG 1 5/2005 ES JEG JEG/2Opa Es ,SEG JEG 5/2005 "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" GENERAL NOTES (WATER MAIN INSTALLATION) 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 preconstruction meeting to be attended by all major contractors, representatives of involved utilities, and the City of Yelm. Contact the Public Works Department at (360) 458-8410 to schedule the meeting. The Contractor is responsible to have a set of approved plans at the 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 Ratio (SDR) of 21, and meet the requirements of WSDOT Standard Specifications Section 9- 30.1(5)6. 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 9-30.2.(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 until system is approved. 6. All lines shall be chlorinated and tested in conformance with the above referenced specification (Note 1). 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 non -biodegradable, metal core or backing marked water 2 -inch -wide minimum, which can be detected by a standard metal detector. Tape shall be Terra Tape "D" or approved equal. In addition to tracer tape, install 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. 8. Provide traffic control plan(s) as required in accordance with M U TCD. 9. All water mains shall be staked for grades and alignment by an engineering or surveying firm capable of performing such work. 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 "field verification", connection points will be exposed by contractor and fittings verified 48 hours prior to distributing shut -down notices. 13. At any connection to an existing line 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 or 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 Citys 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. Any 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/or omissions on these plans. cc 0 O z 3 J IL W lu1 (31S a r a a c� J r t a 0 I g e a ra co U U ~ C-4 Z -11 j. M } m M 0 W W 0 Cr 0 W U U V1 0 ER A1. y:Vcw EMIRS 06 604' LU nc +� C w E o00Ln (V in rn Nal CQ OLA 0� O � (V 0 a-5. O CD E Cu 110%0 rn N �. Q� ♦♦ c z C _ a� f0 ZW W '. z Jc� ' O w JOB NUMBER: 05009 DRAWING NAME: 05009_WTDT C2.,2 SHEET: 7 OF 10 36C 356 352 344 340 94 N Lo 0 0 1 - 2" GAVE N 1 - CLEANOUT 60 10+00 HORIZONTAL SCALE. 1" 40 FEET VER TI CAL SCALE: 1"--4.00 FEET 100' PROITEC71VE WELL RADIUS (TYP.) ROAD 'A' 0 O O + u M 00 M _M Q H V) SEC 24, TWP 17 N. RGE 1 E, W.M. 00 + EX. GRADE AT CENTERLINE Q V) . ..... - ..,...� .�.r - �..� - ..��. STORM STORM CROSSING CROSSING" PROPOSED GRADE "'() AT CENTERLINE 60` COVER WATER CROSSING IR 1 ^ a \IIID 10" \tnthn • THRUST BLOCKING 11+00 12 00 1 - 2" ADAPTER THRUST BLOCKING 1 A r1l1 EX 2" STUB 360 356 352 • Mot 356 352 • 340 340 -*-rL/U I0-ruu 75+00 1 SCALE: 1"=40 FEET 0 20 40 80 MERIDIAN: CENTER SECTION L -INE OF SECTION 24 PER THURSTON COUINTY SHORT SUBDIVISION SS -2077 VOL. 20 PAGE 545 VERTICAL DATUM THURSTON COUNTY NA VD 29 THURSTON COUNTY CONTROL PC)INT #837 ELEV. = 349.24 CONSTRUCTION NOTES OSTA. f15+78.25, 5.0' LT. CONNECT TO EXISTING 2" STEP STUB. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE SIZE, AND DEPTH OF EXISTING STUB AT CONNECTION POINT PRIOR TO CONSTRUCTION START. COORDINATE WITH CITY INSPECTOR. OSTA. t2+47.54, 5.0' LT.; INSTALL: 1 - AIR RELEASE ASSEMBLY PER DETAIL ON SHEET C3.2. REMOVE EX. CLEANOUT AND CONNECT TO EXISTING 2" STEP STUB. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE SIZE, AND DEPTH OF EXISTING STUB AT CONNECTION POINT PRIOR TO CONSTRUCTION START. COORDINATE WITH CITY INSPECTOR. OINSTALL 2"0 PVC STEP MAIN PER PLAN AND PROFILE. O4 STA. 13+33.43, 5.0' LT.; INSTALL - 1 - 2" TEE 2 - 2" GATE VALVES 1 - 2" ADAPTER THRUST BLOCKING INSTALL BOXES, VALVES, AND SERVICE LINES PER SCHEDULE THIS SHEET AND DETAILS ON SHEET C3.2. INSTALL TRAFFIC RATED UDS IN ALL DRIVEWAY AREAS AS NEEDED. EXTEND SERVICE LINES 5' FROM RIGHT-OF-WAY INTO EACH LOT. O6 INSTALL 45' BENDS WITH THRUST BLOCKING PER PLAN, PROFILE, AND DETAILS ON SHEET C3.2. O7 STA. 10+00.00, 5.0' LT.; INSTALL: 1 - CLEANOUT PER PLAN, PROFILE, AND DETAILS ON SHEET C3.2. OABANDON EX. SEPTIC SYSTEM PER DEPARTMENT OF HEALTH REGULATIONS. CONTRACTOR SHALL FIELD LOCATE LOCATION. " OFFSET IS TO FRONT OF BOX STATIONING NOTE: THE ROADWAY STATIONING IS ALONG THE ROADWAY CENTERLINE, NOT THE RIGHT-OF-WAY CENTERLINE. 'B' STEP SERVICE SCHEDULE LLIROAD � o! LLJ � LOT STATION OFFSET TYPE PIPE SIZE 1 O 15+53.9 21.0' RT. SINGLE 1" 2, 3 14+86.9 21.0' RT. DUAL 1" 4, 5 13+72.8 21.0' RT. DUAL 1" 6, 7 12+59.3 21.0' RT. DUAL 1` 8 Ln 11+89.8 21.0' RT. SINGLE 1" 9, 10 10+57.0 21.0' RT. DUAL 1" 11, 12 11+09.6 51.4' LT. DUAL 1" 13 11+33.0 51.2' LT. SINGLE 1" 14, 15 11+89.9 21.0' LT. DUAL 1" 16 12+60.4 21.0' LT. SINGLE 1" 17 14+11.9 21.0' LT. SINGLE 1" 18, 19 14+83.9 21.0' LT. DUAL 1" " OFFSET IS TO FRONT OF BOX STATIONING NOTE: THE ROADWAY STATIONING IS ALONG THE ROADWAY CENTERLINE, NOT THE RIGHT-OF-WAY CENTERLINE. __. _ �wwww", a.rw' 60" MIN. STORM COVER CROSSING � PROPOSED GRADE AT CENTERLINE WATgR CROSSING 0 -•---MIN. 18~ VERTICAL SEPARATION 1 EX. 2" STUB - AIR MMLGA= AbZ&Mt CONNECT TO EX. 2" STUB 1 - :r TEE 2 - 21" GATE VALVES 1 - 20 ADAPTER 1 THRUSI BLOCKING 6+80 0+ju i+00 "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU HORIZONTAL SCALE: 1"=40 FEET D � G VERTICAL SCALE: 1"--=4.00 FEET 1+uu 360 356 352 344 340 3+00 I< 0 �a U 'B' M co LLIROAD � o! LLJ � +wa w Zca. t°o a m __. _ �wwww", a.rw' 60" MIN. STORM COVER CROSSING � PROPOSED GRADE AT CENTERLINE WATgR CROSSING 0 -•---MIN. 18~ VERTICAL SEPARATION 1 EX. 2" STUB - AIR MMLGA= AbZ&Mt CONNECT TO EX. 2" STUB 1 - :r TEE 2 - 21" GATE VALVES 1 - 20 ADAPTER 1 THRUSI BLOCKING 6+80 0+ju i+00 "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU HORIZONTAL SCALE: 1"=40 FEET D � G VERTICAL SCALE: 1"--=4.00 FEET 1+uu 360 356 352 344 340 3+00 I< 0 �a U U II o x uQ w Zca. t°o x m O Z < + < c cn m NW J 01 +mw m p c< Z W F<- w w EX. GRADE AT � CENTERLINE w V) m __. _ �wwww", a.rw' 60" MIN. STORM COVER CROSSING � PROPOSED GRADE AT CENTERLINE WATgR CROSSING 0 -•---MIN. 18~ VERTICAL SEPARATION 1 EX. 2" STUB - AIR MMLGA= AbZ&Mt CONNECT TO EX. 2" STUB 1 - :r TEE 2 - 21" GATE VALVES 1 - 20 ADAPTER 1 THRUSI BLOCKING 6+80 0+ju i+00 "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU HORIZONTAL SCALE: 1"=40 FEET D � G VERTICAL SCALE: 1"--=4.00 FEET 1+uu 360 356 352 344 340 3+00 I< 0 �a U U II 04 x w Zca. t°o x m °' E m c cn m J 01 W m p c< 10 Ln W g n !>OUM 06 a 07 x w Zca. t°o c `�° °' E o� o2 c cn Ln fn J 01 c< 10 Ln �S g � (r:,: ow .2 00 o Ln MM ,Nia d rn C a W W c Z J 0 O W ' u JOB NUMBER: 05009 DRAWING NAME: 05009_SSPL C3.1 SHEET: 8 OF 10 SEC 24, TWP 17 N, RGE 1 E9 W.M. RESTORATION SURFACEZ O SEE RESTORATION TABLE SEE RESTORATION TABLE ABOVE 8" FINISH GRADE cn Y 0 D /I / Z ri > j \ BACKFILL SEE K W z- RESTORATION TABLE 8 .1 LLJ W SERVICE BOX - CARSON INDUSTRIES MODEL NO. a1 \ / I- \ / I- \ MAINTAIN SIDE > w C7 M J 14198 WITH BOLTED HINGED COVER OR EQUAL v > J COVER MARKING TO READ "SEWER" m 5 0 I / / I / / AS POSSIBLE TEFF aIE v > w -CL Q v SPLICE TO EXISTING [(USE IN NON -TRAFFIC AREAS) \ / / SEWER UNE 1' AIR RELEASE VALVE OR C rE z �- W U o a 2' COMBINATION AIR RELEASE z C 9 z § W < r? Q U LLi rn IPE BEDDING FOR VALVE ik VACUUM VALVE _ 1WIRE WITH BUTT 14 GA. INSULATED COPPER TONING WIRE m 21*0 RIBBED PVC RISER • CONNECTORS AND FLEXIBLE PIPE W/ BOLT ON FIBERGLASS �:. * iv a- >- z o HEAT SHRINK TAPE FINISH SPLICE TONING WIRE FOR SERVICE TO UD BY ORENCO OR EQUAL 2" RIGID FINISH GRADE SHALL W J GIZ,,pE MAINLINE TONING WIRE AND WRAP INSULATION BE WITHIN 1't 1/4" ~ 0 c) vi x SPLICE WATH HEAT SHRINK TAPE PIPE O.D. CARBON FILTER OF TOP OF LIP. o OL EXISTING PVC SVP EXISTING GROUND i 1 -MAX. TO STEP TANK STEP MAIN c PIPE W-12" PRESSURE °O 0. 24" GRAVITY 14 GAUGE TONING WIRE EAT BACKFILL W I TYP. BOTH SIDES. CONNECT TO MIN. 1/2' PVC TRUE UNION BALL VALVE EXISTING PVC SERVICE UNE 1SCHEDULE 40 PVC SW 2" x 1" REDUCER PVC SWING CHECK IF REQUIRED VALVE SL x SL 1 1' BALL VALVE, SL x SL ' BALL VALVE, SL x SL 1" PVC NIPPLE, SL x SL 1" x MAIN DIA. PVC REDUCING TEE SLxSLxTH OR PIPE SADDLE RLSTORATION TABLE 1 SURFACE THICKWSS TYPE BACKFIU./ COMMENTS/ *.s COWAC71ON REAM NV& OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALLB SURFACE TOP COURSE COMPACT TO 95% SMOOTH ��:'• EXTEND SERVICE UNE VATH EXISTING A.C. PAVI]IENT 3' MMI. GRADE 9 A.C.SH PAVING OVER 4" CRU SELECT BACKFILL ROADWAY TO GPDRM CTO ALE=TWG OVER GRAVEL BASE SURFACE TDP COURSE COMPACT TO 95X GRADES AND CURBS y SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY/VDEI!I ) CONCRETE 7NOWSS COMPACT TO 95% 7Ex1URE, AND GRADE. HYDR05EED/ PLANTINGS LAIWAANDSCAPE OVER 4" MMI. TYPE A NATIVEBACKFILL FINISH GRADE SHALL BE TOP SOIL B SMOOTH ! CONSISTANT 1ITH EXISTING GRADE UNIMPROVED SUFACE N/A NATIVE BACKFILL MOUND BACKFILL 2" ABOVE EMSMS COMPACT TO 85X GRADE t SMOOTH NOTE: $ *.�. CSBC CRUSHED SURFACE BASE COURSE PLACE IN ANON -TRAFFIC AREA, CITY OF YELM CSTC - CRUSHED SURFACE TOP COURSE p'" CITY OF YLIVI UNION JOINTS SHALL BE SOLVENT CITY OF YELM (n DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS WELDED. CITY TO FIELD LOCATE. DEPT. OF PUBLIC WORKS TYPICAL 1 TYPICAL TYPICAL SEWER AUTOMATIC SERVICE CONNECTION PIPE TRENCH AIR RELEASE VALVE Q „ I&W APPROVED DWG N0. Z APPROVED DWG. N0.APPROVED DWG. N0. 7-2 7 r� n PUBLIC WORKS DIRECTOR DATE / - L CITY ENGINEER DATE 7-3 PUBLIC WORKS DIRECTOR DATE 7 - 1 2 TE PMX PMX MTO 4/11/00 JEG PMX PMX MTO 4/11/00 JEG PMX PMX MTO 4/11/00 1 PVC TRUE UNION BALL VALVE LU Z GO W X *.s U d O E In 0 1' PVC UNION SLOPE Cn %0%0 Ln rnHT00 ��:'• EXTEND SERVICE UNE U ~ UP O Ln U y SIDEWALK TYPICAL VALVE BOX, RICH NO. 910 No .E 1" SCHEDULE 40 P OLYPROPYL.ENE STRAINER OR EQUAL W/ COVER C o Cn LO MARKING TO READ "SEWER" 1" PVC ELL. SLxTH SIDEWALK ` k 1" SCHEDULE 80 PVC IPT NIPPLE Z � 1 1 /2" CLR. TONING WIRE CONCRETE SLAB 2' x 2' TYP. a CENTERED ON VALVE TONING WARE, BRING TO c SELF TAPPING PVC SADDLE w/ 4-#4'S EACH WAY TOP SURFACE IN VALVE BOX '., Z 8" PVC PIPE ASTM 9 1" KBI SWNG- ROMAC MODEL 304 OR EQUAL INIMUM OF 8' D-3034 (WHITE) :' r;'`• CHECK VALVE 0Z 2 - /4 BARS PRESSURE SEWER MAIN B CMLFOR PVC SEWER MAIN 1" KBI DRAIN DO NOT COVER 8" MIN.( - BOLTS W/ CONCRETE 2" x 1" x 1" t .. .•y,: i z TE:E BUSHINGS N CURB UNDISTURBED SOIL -/2' SERVICE LINE 2" KBI SWIM INSTALL TEE OR TAPPING CONCRETE SUPPORT BLOCK FOR CHECK VALE SADDLE (ROMAC) OR EQUAL VALVES 4' AND LARGER AS APPROVED BY THE CITY 2" K • x� NOTE: $ *.�. CSBC CRUSHED SURFACE BASE COURSE PLACE IN ANON -TRAFFIC AREA, CITY OF YELM CSTC - CRUSHED SURFACE TOP COURSE p'" CITY OF YLIVI UNION JOINTS SHALL BE SOLVENT CITY OF YELM (n DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS WELDED. CITY TO FIELD LOCATE. DEPT. OF PUBLIC WORKS TYPICAL 1 TYPICAL TYPICAL SEWER AUTOMATIC SERVICE CONNECTION PIPE TRENCH AIR RELEASE VALVE Q „ I&W APPROVED DWG N0. Z APPROVED DWG. N0.APPROVED DWG. N0. 7-2 7 r� n PUBLIC WORKS DIRECTOR DATE / - L CITY ENGINEER DATE 7-3 PUBLIC WORKS DIRECTOR DATE 7 - 1 2 TE PMX PMX MTO 4/11/00 JEG PMX PMX MTO 4/11/00 JEG PMX PMX MTO 4/11/00 RESTORATION DEPTH VARIES TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MATERIAL SEE NOTE 4 NOTES: TRACE TAPE 11" TO 18' UNDER THE FINAL GRAPE TRAM. WIRE (SEE GENERAL WA TIER NOTES NO. 7) (UNDISTURBED SOIL I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED Af CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOL) WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3: NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO T}4AT THE MAXIMUM AGGREGATE SHALL IS 8 -INCHES 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL: NO SUBSTUTTONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5 WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CiTY TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" TYPICAL 'WATER MAIN TRENCH & BEDDING ArFlALyVp DiVRX Na PUBLIC WORKS DIRECTOR DATE 6-15 DeeDyAll C D4 Es JJEG JEG 6/2005 GENERAL NOTES SANITARY SEWER MAIN INSTALLATION) 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 (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 all 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 gosketed 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 14 gouge 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 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 responsible for maintenance as required. 12. Erosion control measures shall be taken by the contractor during construction to prevent infiltration of existing and proposed storm drainage facilities and roadways. 13. Provide traffic control plan(s) in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) as required. 14. It shall be the responsibility of the contractor to have a copy of these approved plans on construction site at all times. 15. Any changes to the design shall first be reviewed and approved by the City of Yelm. 16. All STEP mains shall be hydrostatically tested in conformance with the above -referenced specification for testing water mains. (See note 1.) In addition, all STEP mains shall be pigged/cleoned 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 post, 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 control panel, 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. 9 W s miCL W cc 0 Z Z 04 J W 0 Z S 1C S M Z J 0 7 3 R, }: m LU Z GO W X (D U d O E In 0 O Ln O 00 Cn %0%0 Ln rnHT00 EXTEND SERVICE UNE U ~ 10' BEYOND BAC( OF O Ln U y SIDEWALK TYPICAL VALVE BOX, RICH NO. 910 No .E 3' 3' OR EQUAL W/ COVER C o Cn LO MARKING TO READ "SEWER" SIDEWALK ` k m Z � 1 1 /2" CLR. TONING WIRE CONCRETE SLAB 2' x 2' TYP. a CENTERED ON VALVE TONING WARE, BRING TO c SERVICE VAVLE BOX (2) w/ 4-#4'S EACH WAY TOP SURFACE IN VALVE BOX '., Z 8" PVC PIPE ASTM 9 1" KBI SWNG- D-3034 (WHITE) GATE VALVE, MJ x MJ CHECK VALVE 0Z 2 - /4 BARS Z PVC SEWER MAIN 1" KBI BALL VALVE DO NOT COVER 8" MIN.( - BOLTS W/ CONCRETE 2" x 1" x 1" t .. .•y,: TE:E BUSHINGS CURB UNDISTURBED SOIL -/2' SERVICE LINE 2" KBI SWIM INSTALL TEE OR TAPPING CONCRETE SUPPORT BLOCK FOR CHECK VALE SADDLE (ROMAC) OR EQUAL VALVES 4' AND LARGER AS APPROVED BY THE CITY 2" K OF YELM NOTE: BALL VAUVE 2" & 3" VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION � TONING WRE _1 S.T.E.P. MAIN SEE FOR SIZE CITY OF YELM CITY OF YELM DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS TYPICAL SEWER MAIN TYPICAL DOUBLE LINE GATE VALVE THIS DETAIL VALL BE THE NEXT CODE AMENDM � D SERVICE CONNECTION APPROVED DWG. NO. APPROVED DWG. N0. CITY ENGINEER DATE 7-21 UWff.'_1 CKD. DATE 7-25 CITY ENGINEER DATEDES. JEG PMX PMX MTO 4/11/00 ,EG DES. DV11N. CKD. DATE JEG JEG MTO 8/01/01 RESTORATION DEPTH VARIES TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MATERIAL SEE NOTE 4 NOTES: TRACE TAPE 11" TO 18' UNDER THE FINAL GRAPE TRAM. WIRE (SEE GENERAL WA TIER NOTES NO. 7) (UNDISTURBED SOIL I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED Af CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOL) WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3: NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO T}4AT THE MAXIMUM AGGREGATE SHALL IS 8 -INCHES 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL: NO SUBSTUTTONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5 WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CiTY TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" TYPICAL 'WATER MAIN TRENCH & BEDDING ArFlALyVp DiVRX Na PUBLIC WORKS DIRECTOR DATE 6-15 DeeDyAll C D4 Es JJEG JEG 6/2005 GENERAL NOTES SANITARY SEWER MAIN INSTALLATION) 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 (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 all 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 gosketed 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 14 gouge 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 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 responsible for maintenance as required. 12. Erosion control measures shall be taken by the contractor during construction to prevent infiltration of existing and proposed storm drainage facilities and roadways. 13. Provide traffic control plan(s) in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) as required. 14. It shall be the responsibility of the contractor to have a copy of these approved plans on construction site at all times. 15. Any changes to the design shall first be reviewed and approved by the City of Yelm. 16. All STEP mains shall be hydrostatically tested in conformance with the above -referenced specification for testing water mains. (See note 1.) In addition, all STEP mains shall be pigged/cleoned 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 post, 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 control panel, 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. 9 W s miCL W cc 0 Z Z 04 J W 0 Z S 1C S M Z J 0 7 3 R, r m }: m LU Z GO W X (D U d O E In 0 O Ln O 00 Cn %0%0 Ln rnHT00 J U ~ CM O Ln U y N No .E Z C o Cn LO r m }: m LU Z GO W X Y� U U JOB NUMBER: 05009 DRAWING NAME: 05009-SSDT C3.,2 SHEET. 9 OF 10 LU Z +' O w d O E O Ln O 00 Cn %0%0 Ln rnHT00 J C CM O Ln y Il� o ao No .E ., �. C o Cn ,-T r -4O IZ rn Z c L a W c '., Z 9 J 0Z Z JOB NUMBER: 05009 DRAWING NAME: 05009-SSDT C3.,2 SHEET. 9 OF 10 LONGMIRE STREET LANDSCAPING (BY OTHERS) SEC 24, TWP 17 N. RGE 1 E, W.M. I o S 8832'1 E 290.0 — — — — — — — L�1$TREET $E — ----- — — — — — — — — — — — — pC— — I "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" CONSTRUCTION NOTES OINSTALL PAPERBARK MAPLE AND KATSURATREE STREET TREES (OR APPROVED EQUAL) AT 35' O.C. PER DETAIL ON SHEET C1.4. SEE CITY OF YELM DEVELOPMENT GUIDELINES SECTION 4G.100 FOR SPECIFICATIONS. ODESIGN/BUILD DRIP IRRIGATION SYSTEM AND CONNECT TO IRRIGATION METER. INSTALL CITY APPROVED BACKFLOW ASSEMBLY PRIOR TO CONNECTION. OHYDROSEED AND INSTALL CEDAR AND KATSURATREE TREES (OR APPROVED EQUAL) AROUND STORM POND AREA. OINSTALL 6' HIGH WOOD FENCE AROUND PERIMETER OF PROJECT SITE. COORDINATE WITH OWNER ON SPECIFICATIONS. SCALE: 1"=40 FEET 0 20 40 80 MERIDIAN: CENTER SECTION LINE OF SECTION 24 PER THURSTON COUNTY SHORT SUBDIVISION SS -2077 VOL. 20 PAGE 545 0 VERTICAL DATUM THURSTON COUNTY NA VD 29 THURSTON COUNTY CONTROL POINT #837 ELEV. = 349.24 / \ I \ / I I 0 / I LONGMIRE STREET LANDSCAPING (BY OTHERS) SEC 24, TWP 17 N. RGE 1 E, W.M. I o S 8832'1 E 290.0 — — — — — — — L�1$TREET $E — ----- — — — — — — — — — — — — pC— — I "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" CONSTRUCTION NOTES OINSTALL PAPERBARK MAPLE AND KATSURATREE STREET TREES (OR APPROVED EQUAL) AT 35' O.C. PER DETAIL ON SHEET C1.4. SEE CITY OF YELM DEVELOPMENT GUIDELINES SECTION 4G.100 FOR SPECIFICATIONS. ODESIGN/BUILD DRIP IRRIGATION SYSTEM AND CONNECT TO IRRIGATION METER. INSTALL CITY APPROVED BACKFLOW ASSEMBLY PRIOR TO CONNECTION. OHYDROSEED AND INSTALL CEDAR AND KATSURATREE TREES (OR APPROVED EQUAL) AROUND STORM POND AREA. OINSTALL 6' HIGH WOOD FENCE AROUND PERIMETER OF PROJECT SITE. COORDINATE WITH OWNER ON SPECIFICATIONS. SCALE: 1"=40 FEET 0 20 40 80 MERIDIAN: CENTER SECTION LINE OF SECTION 24 PER THURSTON COUNTY SHORT SUBDIVISION SS -2077 VOL. 20 PAGE 545 0 VERTICAL DATUM THURSTON COUNTY NA VD 29 THURSTON COUNTY CONTROL POINT #837 ELEV. = 349.24 \ \ I 0 d l z I tTl Q 3 N �o J IL W W LONGMIRE STREET LANDSCAPING (BY OTHERS) SEC 24, TWP 17 N. RGE 1 E, W.M. I o S 8832'1 E 290.0 — — — — — — — L�1$TREET $E — ----- — — — — — — — — — — — — pC— — I "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" CONSTRUCTION NOTES OINSTALL PAPERBARK MAPLE AND KATSURATREE STREET TREES (OR APPROVED EQUAL) AT 35' O.C. PER DETAIL ON SHEET C1.4. SEE CITY OF YELM DEVELOPMENT GUIDELINES SECTION 4G.100 FOR SPECIFICATIONS. ODESIGN/BUILD DRIP IRRIGATION SYSTEM AND CONNECT TO IRRIGATION METER. INSTALL CITY APPROVED BACKFLOW ASSEMBLY PRIOR TO CONNECTION. OHYDROSEED AND INSTALL CEDAR AND KATSURATREE TREES (OR APPROVED EQUAL) AROUND STORM POND AREA. OINSTALL 6' HIGH WOOD FENCE AROUND PERIMETER OF PROJECT SITE. COORDINATE WITH OWNER ON SPECIFICATIONS. SCALE: 1"=40 FEET 0 20 40 80 MERIDIAN: CENTER SECTION LINE OF SECTION 24 PER THURSTON COUNTY SHORT SUBDIVISION SS -2077 VOL. 20 PAGE 545 0 VERTICAL DATUM THURSTON COUNTY NA VD 29 THURSTON COUNTY CONTROL POINT #837 ELEV. = 349.24 0 d l z I tTl Q 3 N �o J IL W W sc C9 � H N J 0 Z oc n IL o Z Z A ` d O v ` N co _m e 44 Z o co o U U 11 '- L0 r m m � � m o W Y 05 4c W < W F— G G M. y �NER 4' 4 401 ZOOM 06/1670-7-1 W Z O w Q O E t0 ko O 00 J O► Ln rn O� CD Ln N cp cx O Cl � E cu ^ M M Na- --40 cn c V ... z a� W Z J Jc� 0z JOB NUMBER: 05009 DRAWING NAME: 05009—LAND C4ml SHEET: 10 OF 10