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Construction Plan 072909v� ABBREVIATIONS ACP ADJ A.P. A55M BO BVC CB CDF C.I.P. CL, CONC CONST C.P. CSP C5TC A DI, DIP DIA, 0 E ELEC EL. ELEV COP E5MT EVC MT. EX FG PH FL FM G5P HDPE HP ID IE IR, IRR L LCPE LT LF LP MAX MH MIN MSE N N.I.C. N.T.S. O.C. O.D. PAVT. PAV T PC POC PI PP PRC PROP PT PVC PVI R, RAD RNV, ROW RT 5 5CH SD 5HLDR 50 55MH STA 5TD 5WP T TCE TEMP TYP UGT VC W W/ W.Q. = ASPHALT CONCRETE PAVEMENT = ADJUST = ANGLE POINT = ASSEMBLY = BLOW OFF = BEGIN VERTICAL CURVE = CATCH BASIN = CONTROL DENSITY FILL = CAST IN PLACE = CENTERLINE, CLA55 = CONCRETE = CONSTRUCTION = CONCRETE PIPE = CORRUGATED STEEL PIPE = CRUSHED SURFACING TOP COURSE = DELTA = DUCTILE IRON PIPE = DIAMETER = EAST = ELECTRICAL = ELEVATION = EDGE OF PAVEMENT = EASEMENT = END VERTICAL CURVE = EXISTING = FINISHED GRADE = FIRE HYDRANT = FLOW LINE = FORCE MAIN = GASKETED SEWER PIPE = HIGH-DEN51TY POLYETHYLENE PIPE = HIGH POINT = INSIDE DIAMETER = INVERT ELEVATION = IRRIGATION = LENGTH = LINED CORRUGATED POLYETHYLENE PIPE = LEFT = LINEAL FEET = LOW POINT = MAXIMUM = MANHOLE = MINIMUM = MECHANICALLY 5TABIUZEDEARTH = NORTH = NOT IN CONTRACT = NOT TO SCALE = ON CENTER = OUTSIDE DIAMETER = PAVEMENT = POINT OF CURVATURE = POINT OF COMPOUND CURVE = POINT OF INTERSECTION = POWER POLE = POINT OF REVERSE CURVE = PROPOSED = POINT OF TANGENT = POLYVINYL CHLORIDE PIPE = POINT OF VERTICAL INTER5ECTON = RADIUS = RIGHT-OF-WAY = RIGHT = SOUTH = SCHEDULE = STORM DRAIN = SHOULDER = SANITARY SEWER = SANITARY SEWER MANHOLE = STATION = STANDARD = SOLVENT WELD PIPE = TANGENT = TEMPORARY CONSTRUCTION EASEMENT = TEMPORARY = TYPICAL = UNDERGROUND TELEPHONE = VERTICAL CURVE = WEST = WITH = WATER QUALITY YELM LDS CHURCH IMPROVEMENTS PROJECT SHEET LIST TABLE SHEET DRAWING DRAWING TITLE I C 1.0 COVER SHEET 2 C 1 . 1 EX15TING CONDITIONS AND DEMOLITION PLAN 3 C2.0 TE5C PLAN 4 C2.1 TESC DETAILS AND NOTE5 5 C3.0 GRADING PLAIN G C3. I GRADING DETAILS 7 C3.2 GRADING DETAILS ONSITE COMPOSITE UTILITY PLAN (5 C4.0 9 C4.1 ROADWAY *SEWER PLAN E PROFILE 10 C4.2 ROADWAY € SEWER PLAN d PROFILE I I C4.3 UTILITY DETAILS 12 C4.4 UTILITY DETAILS 13 C4.5 UTILITY DETAILS 14 C5.0 SIGNING AND STRIPING PLAN d DETAILS GENERAL NOTES I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THURSTON COUNTY STANDARDS, THE CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT. 2. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THURSTON COUNT(, CITY OF YELM AND THE PROJECT OWNER. 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY SERVICES TO REMAIN ACCE551BLE AT ALL TIMES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION 51TE AT ALL TIMES. 6. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE THURSTON COUNT( AND THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENTS PRIOR TO THE START OF CONSTRUCTION. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE -CONSTRUCTION" STATE OR BETTER. 8. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. 9. THE INTENT OF THESE DRAWINGS 15 TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING THE OMITTED WORK. 10. ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER AND INSPECTOR. 11. KPFF CONSULTING ENGINEERS 15 REQUIRED BY THURSTON COUNTY AND THE CITY OF YELM TO PROVIDE A5. -BUILT CERTIFICATION PRIOR TO FINAL JURISDICTION ACCEPTANCE. KPFF CONSULTING ENGINEERS WILL NOT CERTIFY A5-51JILT5 UNLESS WE HAVE INSPECTED ACTUAL INSTALLATION OF THE WATER, SEWER, AND STORM MAINS PRIOR TO BACKFILLING. 12. CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER, SIDEWALKS AND DRIVEWAYS SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS 3000 CONFORMING TO THE REQUIREMENT OF SECTION 6-02 OF THE 2008 W5DOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 13. TESTING SHALL BE REQUIRED AT THE DEVELOPERS OR CONTRACTORS EXPENSE. THE TESTING SHALL BE ORDERED BY THE DEVELOPER OR CONTRACTOR AND CHOSEN TESTING LAB SHALL BE APPROVED BY THE COUNT(, TESTING SHALL BE DONE ON ALL MATERIALS AND CONSTRUCTION AS SPECIFIED IN THE W5DOT/ APWA STANDARD SPECIFICATIONS. 1 08/29/071 1 REV1510N5 PER THURSTON COUNTY COMMENTS 2 03/14/05 REVISIONS PER THURSTON COUNTY COMMENTS 3 04/08/09 REVISIONS PER THURSTON COUNTYCOMMENT5 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS 5 06/03/09 REVISIONS PER CITY OF YELM COMMENTS NO DATE BY CKD APPR REVISION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GENERAL STORM DRAIN NOTES I . ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE THURSTON COUNTY PUBLIC WORKS STANDARDS AND THE MOST RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT/APWA). 2. TEMPORARY ER051ON/WATEP POLLUTION PREVENTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PIAN AND SECTION 1-07.15 OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THURSTON COUNTY AND/OR OTHER GOVERNING AUTHORITIES OR AGENCIES. 4. A PRE -CONSTRUCTION MEETING WILL BE HELD PRIOR TO THE START OF CONSTRUCTION. 5. ALL STORM MAINS AND RETENTIOWDETENTION AREAS WILL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. G. STORM DRAINPIPE SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 7. SPECIAL STRUCTURES, OIUWATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL FLAWS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 A MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS. 10. THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FOLLOWS: A. STAKE LOCATION FOR ALL CATCH BA5IN5/MANHOLE5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, SIZE AND DEPTH OF RETENTIOWDETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL STORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BASIWMANHOUP RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES AND THOSE PIPES THAT DAYLIGHT. 11. PIPE MATERIALS USED FOR STORMWATER CONVEYANCE SHALL BE APPROVED BY THE JURISDICTION. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PIANS ON FILE WITH THE JURISDICTION. ANY MATERIAL DEVIATION FROM THE APPROVED PIANS WILL REQUIRE WRITTEN APPROVAL FROM THE JURISDICTION. 13. A COPY OF APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE JURISDICTION. FOR SITES WHERE GRA55 HAS BEEN PLANTED THROUGH HYDRO5EEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRA55 HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY JURISDICTION. ENGINEER'S CERTIFICATION: THE DF-51GN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO THE CURRENT EDITION OF THE THURSTON COUNTY ROAD STANDARDS AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL FOR THURSTON COUNTY. ALL DESIGN VARIANCES HAVE BEEN APPROVED BY THURSTON COUNTY, I APPROVE THESE PLANS FOR CONSTRUCTION. DRAWN BY: DESIGNED BY NLA NMW CHECKED BY APPROVED BY MPS =IpConsultingr Engineers DATE 4200 6th Avenue SE, Suite 309 7-28-09 Lacey, Washington 96503 (360) 292-7230 Fox (360) 192-7231 JOB NO: 406041.20 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION. 16. ALL EROSION AND 5TORMWATER. FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT. 17. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT-OF-WAY. IT AL50 SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGER5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT W.5.D.O.T. STANDARD SPECIFICATIONS FOR TRAPFIC CONTROL SHALL APPLY. 20. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGE (IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECE55ARYTO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLETE IN PLACE, AND READY TO USE. 21. COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS. FILLSHALL BE PROVIDED IN G" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRIOR TO FINAL ACCEPTANCE. UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTILITIES SHOWN HEREON 15 BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR 15 ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIES MOP TO CONSTRUCTION OF ANY SYSTEM THAT CONNECTS INTO THE EXISTING UTILITY. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1-800-424-5555 PRIOR TO CONSTRUCTION. ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS I I BY: DATE: 2 years from acceptance date I PROJECT F� N SITE 105THA VESE T � O I09THA VESE I� VICINITY MAP NOT TO 5CA & PROJECT DATA: PARCEL# SITE ADDRESS: SECTION: LEGAL DESCRIPTION: TOTAL SITE AREA: 22730210900 10423 CLARK RD SE YELM, WA 98597 530 T 17N R2E 30-17-2E PT 52 NE NW LY NELY OF YELM IRRIG DITCH EXC PT LY SLY 3.45 Ac CUT: 339 CU. YDS. FILL: 297 CU. YD5. NET: 22 CU. YDS. <CUT> ARCHITECT HOCH5TRA55ERASSOCIATES. ARCHITECTS 5801 80TH AVE COURT WEST UNIVERSITY PLACE, WA 98467 PH. (253) 224-4101 FAX (253) 565-6826 CONTACT: GARY HOCH5TRA55ER OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS P.O. BOX 2328 ISSAQUAH, WA 98027-0105 PH. (425) 392-1260 FAX (425) 392-3637 CONTACT: ROBERT A. BEADLES, AREA PROJECT MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEERS 4200 GTH AVE. 5E, SUITE 309 LACEY. WA. 98503 PH. (360) 292-7230 FAX (360) 292 7231 CONTACT: NANCY WHAL Y MARK R. 5TEEPY, PE SURVEYOR KPFF CONSULTING ENGINEERS 4200 6TH AVE. SE, SUITE 309 LACEY, WA. 98503 PH. (360) 292-7230 FAX (360) 292 7231 CONTACT: THOMAS SWIFT, PLS CALL UNDERGROUND LOCATETWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: DEDATE: VELOPMENT REVIEW ENGINEER APPROVAL ERPIRE5: YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. 2007104764 COVER SHEET 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 ;L 'L 29K9 dNrM C1.0 / J4 � / /' /' , / / u /' / ,' ' W fir --5• FIRE HYDRANT L7W THURSTON COUNTY, WASHINGTON >< WATER VALVE aREA F DENSE\,FrR TR s CONT Arno I>< IRR ♦ , APPRO MATELY 0 TRS WALL I I CATCH BASIN FR 6" TO 10 "' SEPTIC SYSTEM ABANDONMENT NOTE: POLE ANCHOR MISTING SANITARY DRAIN FIELDS TO BE ABANDONED MR THURSTON COUNTY I� TURN LANE HEALTH DEPARTMENT. CONTRACTOR TO OBTAIN PERMIT FROM THURSTON o POWER TRANSFORMER COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALLt g GUTTER LINE RECOMMENDATIONS OF SOILS REPORT DATED JUNE 2007. DRAINFIELD P POWER LOCATES LOCATIONS SHOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY KPPF. TELEPHONE MANHOLE ❑T 25 25� SIGN TRAFFIC SIGNAL POLE WATER LINE LUMINARE -11 LT LIGHT J—BOX x a 5AW CUT DMNG A5PNALT / ' l GRADING LIMITS/WORK LIMITS LINE CB XXX.XX SPOT ELEVATION (PROPOSED GRADE) PH RIM= 344.52 - CB DMNG TELEPHONE PEDIBTALTO BE RELOCATED. CONTRACTOR If 24" GONG S= 338.02 RIM= 34L32 1 I IF 24"" CONC E= 338-02 IE 24" CONC E= 337.62 r TO COORDINATE W(M FNRPOINf COMMUNICATIONS NORTH uN_ of AHE 0 IE 24" CONC W= 338.07 IF 24" CONC W= 33762 SOUTH HALF OF AHF-� DBSTING U9UTy POLE TO BE REIOCAT®. RE y OF THE NW 'a CONTRACTOR TO COORDINATE WITH PSC S AA3n'ro" r aa¢ m !c� x d i SCALE /ED 2N� *ss Js iso♦ '(ELM IRRIGATION DITCH PER THURSTON -� COUNTY BLA FILED UNDER AUDITORS FILE NUMBER 3653328 AND THE PLAT OF YELM TERRA FILED UNDER AUDITOR'S FILE NUMBER 3587585. (IRRIGATION DITCH APPEARS TO BE ABANDONED) RGAWE 150TING WELL House NBmIG WHlTO BE ABANDONED FOR DOE 5TAIOARD5. �r SEC. 30, T17N, R2E, W.M. FIRE HYDRANT L7W THURSTON COUNTY, WASHINGTON >< WATER VALVE I>< IRR I OS 1 `Ia I I CATCH BASIN I I SEPTIC SYSTEM ABANDONMENT NOTE: POLE ANCHOR MISTING SANITARY DRAIN FIELDS TO BE ABANDONED MR THURSTON COUNTY I� TURN LANE HEALTH DEPARTMENT. CONTRACTOR TO OBTAIN PERMIT FROM THURSTON o POWER TRANSFORMER COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALLt g GUTTER LINE RECOMMENDATIONS OF SOILS REPORT DATED JUNE 2007. DRAINFIELD P POWER LOCATES LOCATIONS SHOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY KPPF. TELEPHONE MANHOLE ❑T 25 25� SIGN TRAFFIC SIGNAL POLE WATER LINE LUMINARE -11 LT LIGHT J—BOX x a 5AW CUT DMNG A5PNALT II GRADING LIMITS/WORK LIMITS LINE CB XXX.XX SPOT ELEVATION (PROPOSED GRADE) PH RIM= 344.52 - CB DMNG TELEPHONE PEDIBTALTO BE RELOCATED. CONTRACTOR If 24" GONG S= 338.02 RIM= 34L32 1 I IF 24"" CONC E= 338-02 IE 24" CONC E= 337.62 r TO COORDINATE W(M FNRPOINf COMMUNICATIONS NORTH uN_ of AHE 0 IE 24" CONC W= 338.07 IF 24" CONC W= 33762 SOUTH HALF OF AHF-� DBSTING U9UTy POLE TO BE REIOCAT®. RE y OF THE NW 'a CONTRACTOR TO COORDINATE WITH PSC S AA3n'ro" r aa¢ m !c� x d i 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE %02 TC RTC POINT 838 FIRE HYDRANT L7W WATER METER >< WATER VALVE I>< IRR IRRIGATION VALVE OS SEPTIC TANK LID 1-1 CATCH BASIN OD STORM DRAIN MANHOLE POLE ANCHOR GUY POLE TURN LANE -- EP ---- POWER TRANSFORMER LIC GAS METER GUTTER LINE GAS VALVE P POWER LOCATES 0T TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL —H SIGN TRAFFIC SIGNAL POLE WATER LINE LUMINARE -11 LT LIGHT J—BOX 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE %02 TC RTC POINT 838 UTILITY POLE FENCE MAILBOX CONIFER TREE AS NOTED 0 DECIDUOUS TREE HANDICAP PARKING STALL h TURN LANE -- EP ---- EDGE OF PAVEMENT — GL GUTTER LINE P POWER LOCATES — Ptl--- PHONE LOCATES G GAS LOCATES -- W-- WATER LINE S SEWER FORCE MAIN SAW CUT LINE N — — GRADING LIMITS/WORK LIMITS LINE XXX.XX SPOT ELEVATION (PROPOSED GRADE) XXX.XX SPOT ELEVATION (EXISTING) 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE %02 TC RTC POINT 838 N S oxo RETuw WALL -5 '� 9T OEfAILON 15SHE A NEW STORAGE BUILDING, L e BATTER ORIGWA. GROUND UNDISTURBED EARTH GENERAL NOTES: 1. Rockeries Higher than 5' shall be constructed f rocks of graduated fes ofrom 5 -men to 2 -men from bottom to top Roeaa,,A of 5' or lower shell be a avtrmted of 9 -men to 2 -man tram IsUom to top. Book mss cetegoriss shell nclude: Tao—men rocks (s00 to 000 Ponds). 10 mahas in least dim names three-man rocks (900 10 1200 }ro.ad.), 19 mrneg In leesI dfine+uion: Pow -man recta (1500 to 2200 Islands), IS Inches in least diu nes nw-aaan mcks (2400 to 3400 Ponds). 2a orches in leaat Dimension. F Re rackety shall oe—1.1led with . note fees. s rhe rang ch—ale, of the raks shall be --led I.—Ma tea bank I. provide me ate hl4ty 4 Me rock shall be placed ao as to lock note tw rake in Mo h,wer tier. 5 Cell far inspection prior t5 base courve be -h placed (for rarlficetlon of rockery height loundatlon [anal end rock e Design serying ream thea. haDeated oh.V tool Me seal of a cf., enineer eopenenced la toil mechamce. 1,1110"m Uw: (T14J 111;1�z BRIC FABRIC AS REQUIRED DUE TO SOIL CONDITIONS, AS REVIEWED AND APPROVED BY THE COUNTY ENGINEER ' NIS OF 1 1/2" WASHED ROCK SECOUF�EDIAMETER OR HICHEVER kS GREATER } AE DIRECTED BY COUNTY ENGINEER PEREDRAIN KITH G' MIN, OF ROCK UNDER PIPE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXIST. I \ _ APPROXIMATE LOCATION OF EXISTINO- SEPTIC DRAIN FIEO TO BE REMOVED EXISTING CHURCH BUILDING 15,397 S.F. /ON 0 0 APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED S 88'30"02" F 403. ROCK RETAINING WNL -9W STANDARD DETAIL ON THIS SHEET lag ■ 0 p I EROSION CONTROL CONSTRUCTION NOTES: OEXISTING DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE. CONTRACTOR TO USE APPROPRIATE TE5C METHODS TO KEEP SEDIMENT OFF CLARK ROAD. O2 INSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 OIN5TALL'5TREAMGUARD' INLET FILTER PROTECTION AT CATCH BA51N LOCATIONS PER DETAIL ON DRAWING C2.1 O4 FOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 1. CONSTRUCT RfrAINING WALLS AND GRADE PERVIOUS PARKING AREAS TO FIN15H ELEVATION OF PERVIOUS PAVEMENT. 2. IN AREAS NORTH AND WEST OF EXISTING BUILDING WHERE EXISTING PARKING 15 TO REMAIN, 5AW-CUT EXISTING ACP. 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT COMPACT THE NATIVE 501L BELOW THE 5UBBA5E. 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WITH CONSTRUCTION PLANS AND DETAILS ON DRAWING C3.2 AND SPECIAL PROV15IONS OF CONSTRUCTION SPECIFICATIONS. S. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREAS AND MAINTAIN UNTIL LANDSCAPING 15 COMPLETE. G. AFTER COMPLETION OF LANDSCAPING, REMOVE FILTER FABRIC WITH CARE AND SWEEP PAVERS TO REMOVE ANY CONSTRUCTION DEBRIS. PLACE ADDITIONAL ASTM NO,5 JOINT/OPENING FILLER AS NECESSARY TO RLL COMPLETELY. CONSTRUCTION PHASING THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THESE STEPS IN THIS ORDER, BUT SOME PORTIONS OF THE STEPS MAY BE PERFORMED OUT OF SEQUENCE, AS CONDITIONS REQUIRE. THE CONSTRUCTION SEQUENCE 15 AS FOLLOWS: 1. INSTALL. FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN TH05E LOCATIONS SHOWN ON THE PIANS. 2. CLEAR AND GRUB THE PROJECT 51TE. 3. BETWEEN NOVENBER 15t AND MARCH 31 St, ALL D15TUR15ED AREAS GREATER THAN 5,000 S.F. THAT AREA TO BE LEFT UNWORKED FOR MORE THAN TWELVE HOURS SHALL BE 5TA51UZED BY ONE OF THE FOLLOWING: MULCH, SODDING, OR PLASTIC COVERING. 4. GRADE 5TIE AND INSTALL ALL PERMANENT STORMWATER FACILITIES. S. INSTALL UNDERGROUND UTILITIES (CABLE, TELEPHONE, POWER, 5EWER, WATER, ECT.) G. PROVIDE CATCH BA51N PROTECTION BY INSTALLING SILT SOCKS AND ALL INLETS TO DRAINAGE SYSTEM AS SHOWN ON PLAN. 7. AFTER PAVING 15 COMPLETE, INSTALL LANDSCAPE 50D AND/OR SEED, AND MULCH ALL DISTURBED AREAS. 8. MAINTAIN ALL EROSION CONTROL FACILITIES UNTIL THE ENTIRE SITE IS STABILIZED AND SILT RUNOFF CEA5E5. 9. DESIGNATE AN AREA FOR WASHING OF EQUIPMENT AND CONCRETE TRUCKS TO CONTROL THE RUNOFF AND ELIMINATE ENTRY INTO THE STORM DRAINAGE SYSTEMS. LEGEND: INLET FILTER PROTECTION FILTER FABRIC FENCE NEW AC PAVEMENT F7- NEW CONC SIDEWALK ® NEW PERVIOUS PAVEMENT EXIST CONC 51DFWALK -XXX_. D(I5T. CONTOUR5 N 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 ADAPTER SKIRT 43" RETRIEVAL STRAP mnv —/ 36" SEDIMENT ACCUMULATION INSTALLATION: • REMOVE CATCH BASIN GRATE • CLEAN DIRT AND DEBRIS FROM GRATE LEDGE •PLACE STREAMGUARD INSERT OVER CATCH BASIN OPENING WITH BAG INSIDE BASIN • REPLACE GRATE, AT THE SAME TIME PINCH INSERT FABRIC BETWEEN GRATE AND FRAME • CUT EXCESS FABRIC OFF AND LEAVE THREE TO FIVE INCHES OF FABRIC AROUND OUTSIDE SIDE OF GRATE IF INSERT IS REUSABLE MAINTENANCE: DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE SEDIMENT LEVEL •RECOMMENDED: EMPTY AND REINSTALL WHEN UNIT IS APPROXIMATELY HALF FULL (UP TO 12 INCHES SEDIMENT) • RECOMMENDED: REGULARLY INSPECT INSERTS AND LOG OBSERVATIONS AS A BEST MANAGEMENT PRACTICE. SILT SOCK DETAIL #3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N.T.S. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON STORM DRAINAGE DESIGN MANUAL I FIG B 21 T 2.0' 5'0' 2'6' FILTER FABRIC MATERIAL 60' NIDE RW LS USE STAPLES DN WIRE RINGS TD ATTACH FABRIC 1D WE 2' x 2' x 11 G° WIRE FABRIC OR EOUTVAUWT BURY BOTTOM OF FILTER MATERIAL IN 8' X 12' BLENCH 6' MAX 2' x 1' NOW POSTS, STANDARD OR BETTER OR EMAL ALTERNATE: STEEL FENCE POSTS 2' x 2'.r 11 G° WIRE FABRIC W EQUIV. I FILTER FABRIC MATER PROVIDE 3/I' TO 1 1/2' boo WASNFD GRA1£L BACKFILL 1 °° (Al BOTII SIDES OF FILTER ✓ o° FABRIC FENCE io°o Z X 1' WOW POST ALT. STEEL FENCE POSTS 6 0 N REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE: FILTER FABRIC FENCE DETAIL 02-1991 yb STANDARD EROSION CONTROL NOTES SILT 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 5UPFORT POST, WITH A MINIMUM GANCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. P05T5 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 UF5LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP5LOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST I 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 D05TING TREES. G. WHEN EXTRA-5TRENGTH FILTER FABRIC AND CLOSER F05T SPACING 15 USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 15 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 UP5LOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE IN5PECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TREE PROTECTION FENCE NOTE: TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL TREES TO BE PRESERVED. THE FENCING 15 TO BE INSTALLED AND INSPECTED 8Y THE THURSTON COUNTY INSPECTOR FRIORTO ANY GRADING ACTIVITY. NO CONSTRUCTION ACTIVITY 15 ALLOWED IN51DE THE TREE PROTECTION AREAS. 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.,GE0TEXTILE5, JUTE MAT, CLEAR PLASTIC COVERING). 3. SEED BEDS PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NFCE55ARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, 5WALE5, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACK055 OR AT RIGHT ANGLES TO THE SLOPE. G. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS WHENEVER EXCAVATION OF THE SITE EXPOSES PEAT, SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL, SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE ENGINEER AND BACKFILLED WITH SUITABLE FOUNDATION MATERIAL. UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO A WASTE SITE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE M05T CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND UBC REQUIREMENTS. MEASUREMENT AND PAYMENT SHALL BE MADE BY PER TON OF MATERIAL EXCAVATED. DEWATERING FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE CONSTRUCTION 517E SHALL BE DEWATERED AND KEPT FREE OF STANDING WATER AND MUDDY CONDITIONS AS NECE55ARY FOR THE PROPER EXECUTION OF THE WORK, THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER THE SITE AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A L055 OF 501L FINES FROM FOUNDATION AREAS WILL NOT BE PERMITTED. GENERAL EROSION CONTROL NOTES 1. ER05ION CONTROL MEASURES ARE NOT UMITED TO THE ITEMS ON THESE PLAN5. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACIUTIE9 SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-5ITE PROPERTIES. ALL D15TUR13ED EARTH CAUSED BY CONTRACTORS ACTIVITIES SHALL BE HYDRO5EEDED. 2. STABILIZATION OF ALL EXPOSED AREAS WILL BE REQUIRED WITHIN 48 HOURS AFTER REACHING FINISHED GRADE. 3. AREAS OVER 5000 SQUARE FEET TO BE PAVED MUST BE PROVIDED WITH A CRUSHED ROCK SUBBASE OR OTHER APPROVED ARMORING WITHIN A MINIMUM OF SEVEN (7) DAYS AFTER REACHING GRADE. 4. HYDRO5EED OR PROVIDE PLASTIC COVERING OVER ALL PROP05ED EXPOSED LANDSCAPED AREAS IMMEDIATELY AFTER CONSTRUCTION. 5. A CERTIFIED PROFESSIONAL IN ER05ION AND SEDIMENT CONTROL WHO WILL BE ON -51 -TE OR ON CALL AT ALL TIME5. WILL BE IDENTIFIED BY THE CONTRACTOR. TOPSOIL STOCKPILES 1. STOCKPILES SHALL BE STABILIZED WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31 . 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE POSITIVELY PREVENTED. 3. TOP501L SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UBGRADE 15 EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY E5TABL5HED GRADES ON THE AREAS TO BE TOP501LED SHALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN. MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 STRUCTURAL FILL NOTE o I CONSTRUCTION OF ANY STRUCTURAL FILL SECTION SHOULD o FOLLOW ALL RECOMMENDATIONS OF SOILS REPORT BY BRADLEY -NOBLE GEOTECHNICAL SERVICES DATED JUNE 12. 2007: JULY 25. 2007 AND MARCH 10. 2008 0 352.1 348.1 WET VAULT NOTE: THE WET VAULT MATERIAL TO BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP)-5MOOTH INTERIOR. WET VAULT MATERIAL MUST ACCOMMODATE 1-15-20 LOADS. WET VAULT 5HALL BE PLACED ON NATIVE MATERIAL WITH SUITABLE BEDDING. 345.1 - 348 6 _347 ----3-k4-( 346- 345--- 344.9 46345 - -344.9 344.43 344 3 I 345 STORM DRAIN CATCH BASINS CONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2O DRAWING INSTALL 3ENT CONCRETE TRAFFIC CURB PER DETAIL (17) ON J4B CEMENT CONCRETE 51DEWALK PER DETAIL (4-1 1) ON INSTALLDRAWING I.E. CB # 47.88 FL ♦ OFFSET RIM I.E. IN ♦ 3 OINSTALL (3) - 98 LF 5'LD WET VAULTS PER DETAIL (I) ON DRAWING C3. IO 15 3 3 .00 OUT 37.94 OW��A�j i TYPE I 9+09.88 I 3 9.001, 342.27 _ 57 338.5W CONSTRUCT VERTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) TYPE I W/ 9+20.45 34. 18' RT ♦ 338.46 338.46 I�IhI'la 4 LEGEND: 348.00 (12-) NE (12')5 351.00TOW TYPE I W/9+82.29 -o- STORM DRAIN E ♦ .00BOW 338.15 ROOF DRAIN UNE ♦ .00TOW 1 -w- 15 C2 O CONSTRUCT ROCK WALL PER THURSTON COUNTY DETAUL ON DRAWING . OBOW 034 NEW AC PAVEMENT 351.0 T( TYPE 1 9+82.44 ` 348.00 ® NEW'ECOLOC' OR 51MILARPERVIOUS 5 PAVERS .81 (129E.W 128F W (1295 (12') NEW CONC 51DEWALK TYPE 1 ■ NEW CATCH BASIN 340.70 338.20 EXIST CONC SIDEWALK \ SURFACE FLOW DIRECTION (89 5.NW (8') E © FINISH SPOT ELEVATION 9+63.83 ppl, EXIST. SPOT ELEVATION - -xxx_, EXIST. CONTOURS TYPE 1 • STORM DRAIN CLEANOUT 341.70 co 338.61 8 N 1 ® o EXISTING CATCH BASIN 75.0 RT STORM DRAIN CATCH BASINS CONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2O DRAWING INSTALL 3ENT CONCRETE TRAFFIC CURB PER DETAIL (17) ON 11 CEMENT CONCRETE 51DEWALK PER DETAIL (4-1 1) ON INSTALLDRAWING I.E. CB # TYPE STATION OFFSET RIM I.E. IN OINSTALL (3) - 98 LF 5'LD WET VAULTS PER DETAIL (I) ON DRAWING C3. IO O DSRAWIIN WSDOT TYPE I HC RAMP PER DETAIL (1--40. 10-0 I) C3.212 OUT OI TYPE I 9+09.88 I G.0 RT F O.CC.. 342.27 _ 57 338.5W CONSTRUCT VERTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) TYPE I W/ 9+20.45 34. 18' RT 343.00 338.46 338.46 I�IhI'la SOLD UD OSTA (12-) NE (12')5 338.05 - TYPE I W/9+82.29 CONSTRUCT FWSH CURB PER DETAIL (20) ON DRAWING 3.2 33.14' RT 342.78 338.15 338.15 10 SOLD UD 15 C2 O CONSTRUCT ROCK WALL PER THURSTON COUNTY DETAUL ON DRAWING 19 (129 N.5 (12') W ® TYPE 1 9+82.44 53.05' RT 341 5 .81 (129E.W 128F W (1295 (12') 5 TYPE 1 9+82.51 83.06 RT 340.70 338.20 338.20 (89 5.NW (8') E © TYPE I 9+63.83 120.67 RT 340.33 - 338.41 (8') BE Q TYPE 1 10+64.23 83.23' RT 341.70 - 338.61 8 N 1 ® TYPE 2 W/ 10+88.03 75.0 RT 341.85 338.05 336.05 IIIIIi SOLD LD (12') N (129W :: 9 335.05 III ®� (69 N 0YP9 TE 1 W/ 10+87.47 31.4,V RT 342.85 339.46 339.46 5OUD LD Vil (I2)E (129N I O TYPE I 10+87.1 3 16.00' RT - 342.16 338.77 338.77 I IIT ®= F.O.C. ! (129 5 (12•) W Fj-jj TYPE 1 11+39.83 1 G RT 342.01 _ 332.04 *DISTANCES SHOWN ARE TO THE CENTER OF THE GRATE UNLESS OTHERWISE NOTED •DETAILS SHOWN ON DRAWING C3.1 I -J 345 cl EXISTING PARKING NOTE: UPON COMPLETION OF THE PROJECT. CONTRACTOR SHALL APPLY A 5WRRY SEAL IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS TO THAT PORTION OF THE PARKING ARTA THAT WAS NOT RECONSTRUCTED. CONTRACTOR SHALL RESTRIPE PARKING AREA PER DETAILS ON ARCHITECTURAL PLANS. 9- 11 0 EXIST. a SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON cD EXISTING CHURCH BUILDING 15,397 S.F. (FF=344.93) j P j SITE PLAIN NOTE: SITE PLAN F0R, THI5 PROJECT 15 PROVIDED BY HOCH5TRA55ER ASSOCIATES. ARCHITECTS PH STATIONING NOTE: I .I I CONTRACTOR TO USE EXTREME CARE WHEN I I w EXCAVATING TO INSTALL CATCH BASIN. 1. I WATER UNE5 IN CLOSE S PROXIMITY. I'o I INTERSECTION CIL OF CLARK ROAD AND YELM AVE E = STA 0+00 STRIPING NOTE: SEE ARCHITECTURAL PLANS FOR PARKING LOT LAYOUT AND STRIPING DETAIIS 342.49 --- 342.0 t I I Z J 343.24 34250 341.57 341. J0 343.06 342.74 342.0014 342.56 -' - - 32 1,37 _ 3 341:6340.87 40.55 � 341. m 7 2.45' CO_SE 341.59 23LF 6"PVC ®1.0% ♦ __ _ - CO IE=341.36 c'w 6LF PROPERTY LINE C(YP STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: '3-50LF 6"91. IE=341.86 12 345.00TOW 344.00BOW 347.18TOW 344.18BOW 344.10 15 (R \ \ 345.00TOW a343.20 TOC, /) END 000E WALL 342.70 FL �I I a II 1` oI tl 1•. is �5EE DRAWING C4.2 FOR FRONTAGE IMPROVEMENTS f 1 10 r IIS I: tl i I a I 1 M cr I I CONTRACTOR TO USE EXTREME CARE WHEN EXCAVATING TO I i I INSTALL CATCH BASIN. WATER UNES IN CLOSE PROXIMITY. � I 1 try 1 i �I 119 4' I 1 I 10 -- cc N � ' I 01 CONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2O DRAWING INSTALL 3ENT CONCRETE TRAFFIC CURB PER DETAIL (17) ON 11 CEMENT CONCRETE 51DEWALK PER DETAIL (4-1 1) ON INSTALLDRAWING OINSTALL (3) - 98 LF 5'LD WET VAULTS PER DETAIL (I) ON DRAWING C3. IO O DSRAWIIN WSDOT TYPE I HC RAMP PER DETAIL (1--40. 10-0 I) C3.212 CONSTRUCT FRENCH DRAIN PER DETAIL (15) ON DRAWING C4.5 16 SEE ARCHITECTURAL PLANS FOR SHED WALL DETAIL Ir-a®o►® GALLERY WITH STORMTECH CONSTRUCT 115 LF X 22' WIDE X 4.5' DEEP) ON DRAWING SO -740 OR APPROVED EQUAL PER DETAIL (2) DRAWING I .INSTALL INSPECTION ���_777 a 13 CONSTRUCT VERTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) ISO�i�ti INSTALL CONCRETE WHEEL STOP PER DETAIL (16) ON DRAWING C3.2 PORTS AND ACCESS RISERS PER PLAN AND DETAILS (5) AND (6) ON DRAWING C3. I TA (6) I�IhI'la ON DRAWING C3.2 OSTA 1 1 +54.0. C4.Or DRIVEWAY. INSTALL TYPE I CEMENT CONCRETE APPROACHI PER DETAIL (4-9) ON DRAWING C3. i IN 338.05 - 14 CONSTRUCT FWSH CURB PER DETAIL (20) ON DRAWING 3.2 18 INSTALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3.1 O 5TA 9+4G.3, CA. OF DRIVEWAY. CONCRETE APPROACH PER DETAIL STALL TYPE ONN DRI CEMENT C3. I 10 INSTALL TYPE II BARRICADES PER DETAUL (12) ON DRAWING C3.2 15 C2 O CONSTRUCT ROCK WALL PER THURSTON COUNTY DETAUL ON DRAWING 19 CON05 151000) ONDOT TYPE 35 DRAWING 53.2 51DEWALK RAMP PER DETAIL IIII,I 1542.36 w s / IIIIIi :: 9 ISI III ®� ISI I IliiaQ Vil I I IIT ®= o ! I • e r • 42.95 '�11l11lI � •a 345.00TOW 344.00BOW 347.18TOW 344.18BOW 344.10 15 (R \ \ 345.00TOW a343.20 TOC, /) END 000E WALL 342.70 FL �I I a II 1` oI tl 1•. is �5EE DRAWING C4.2 FOR FRONTAGE IMPROVEMENTS f 1 10 r IIS I: tl i I a I 1 M cr I I CONTRACTOR TO USE EXTREME CARE WHEN EXCAVATING TO I i I INSTALL CATCH BASIN. WATER UNES IN CLOSE PROXIMITY. � I 1 try 1 i �I 119 4' I 1 I 10 -- cc N � ' I 01 CONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2O DRAWING INSTALL 3ENT CONCRETE TRAFFIC CURB PER DETAIL (17) ON 11 CEMENT CONCRETE 51DEWALK PER DETAIL (4-1 1) ON INSTALLDRAWING OINSTALL (3) - 98 LF 5'LD WET VAULTS PER DETAIL (I) ON DRAWING C3. IO O DSRAWIIN WSDOT TYPE I HC RAMP PER DETAIL (1--40. 10-0 I) C3.212 CONSTRUCT FRENCH DRAIN PER DETAIL (15) ON DRAWING C4.5 16 SEE ARCHITECTURAL PLANS FOR SHED WALL DETAIL O GALLERY WITH STORMTECH CONSTRUCT 115 LF X 22' WIDE X 4.5' DEEP) ON DRAWING SO -740 OR APPROVED EQUAL PER DETAIL (2) DRAWING I .INSTALL INSPECTION O CONSTRUCT NEW CONCRETE PAVERS SECTION PER DETAIL (20. 21. 22) ON DRAWING C3.2 13 CONSTRUCT VERTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) 17 INSTALL CONCRETE WHEEL STOP PER DETAIL (16) ON DRAWING C3.2 PORTS AND ACCESS RISERS PER PLAN AND DETAILS (5) AND (6) ON DRAWING C3. I TA (6) ON DRAWING C3.2 OSTA 1 1 +54.0. C4.Or DRIVEWAY. INSTALL TYPE I CEMENT CONCRETE APPROACHI PER DETAIL (4-9) ON DRAWING C3. i 9 EXISTING STORM DRAIN SYSTEM TO REMAIN 14 CONSTRUCT FWSH CURB PER DETAIL (20) ON DRAWING 3.2 18 INSTALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3.1 O 5TA 9+4G.3, CA. OF DRIVEWAY. CONCRETE APPROACH PER DETAIL STALL TYPE ONN DRI CEMENT C3. I 10 INSTALL TYPE II BARRICADES PER DETAUL (12) ON DRAWING C3.2 15 C2 O CONSTRUCT ROCK WALL PER THURSTON COUNTY DETAUL ON DRAWING 19 CON05 151000) ONDOT TYPE 35 DRAWING 53.2 51DEWALK RAMP PER DETAIL Pb 0 20 40 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM 51'STI NAD 83191. 5 SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 I - PROVIDE 300 v ACCF55 RISS PER DETAIL TH15 5HEET. vluwu r_oeno 12'0 PVC FROM MANHOLE 84 IE = 338.05 -t5LF- 1230 PVC 5-0.0 FT/PF IE = 335.05 12'0 PVC 5=0.0 FT/FT If = 335.05 - 60'0 H20 -RATED CPEP 5MOOTH INTERIOR WET VAULT @5=0.0 FTJFT. IE = 334.05 WET VAULT DETAIL SCALE: N.T.S. 12'2) PVC TO MANHOLE 88 IE = 338.05 6'10 PVC TO MANHOLE IE - 335.05 O ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY 5TORM PROVIDE 300 LENGTH PROVIDE 36.0 BOTTOM INLET HAMBE 5EE TYPICAL PAVING 5 con Lt Al ACCESS RISER PER ELEV. ACCESS RI5ER PER 4 118.00 22.00 DETAIL THI5 5HEEF. 335.65 DETAIL THI5 SHEET. 61• DETAIL ON DRAWING C 12'0 PVC FROM MANHOLE 84 IE = 338.05 -t5LF- 1230 PVC 5-0.0 FT/PF IE = 335.05 12'0 PVC 5=0.0 FT/FT If = 335.05 - 60'0 H20 -RATED CPEP 5MOOTH INTERIOR WET VAULT @5=0.0 FTJFT. IE = 334.05 WET VAULT DETAIL SCALE: N.T.S. 12'2) PVC TO MANHOLE 88 IE = 338.05 6'10 PVC TO MANHOLE IE - 335.05 O ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY 5TORM NUMBER LENGTH WIDTH BOTTOM INLET HAMBE OF ROWS con Lt Al ELtY. ELEV. 50-740 4 118.00 22.00 333.40 335.65 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. SC -740 CHAMBER- '/. - 2 INCH WASHED, CRUSHED, ANGULAR STONE---- ADS TONE ADS 601 GEOTEXTILE OR EQUAL II I I -III -I I CHAMBERS SHALL MEET ASTM F 2418-05 'STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS`. 3' ASPHALT CONCRETE PAVEMENT ` CSTC (NATIVE SOILS) FF2 ` BALLAST GRAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. 4810 TYPE 2 CB `III -III -I I -III -III -III -I 11-111-111-111-111 RIM = 341.85 -1 I IIITIII I �,= 1-1111 1=1 1=I y 36.0 ACCE55 R15ER IE IIN= 338.05 12' N / If IN = 335.05 Go N If OUT =336.05 125W INFILTRATION GALLERY DETAIL 12'0 PVC @0%2 SCALE: N.T.S. IE = 338.05 MIN. 0.25' ACP PATCH yd PROP05FD PAVEMENT -{ Is M) 5ECTION 12'0 PVC 00.5% TO INFILTRATION GALLERY 5TANDARD UFT GATE WITH CAM IE = 336.05 WELL -COMPACTED 36'0 0.67' OPERATED LATCH WITIi 400 LB. FILL tTYPJ COMMERCIAL CAPACITY CNAINWELD TO ACCESS 1 we ®o 6 - CONCRETE NOTE: FRAME AT TOP OF ACCESS RISER IE - 385.05 DRAINROCK Mr.)335.05 50 CPEP DOSE ING IN UD R PMANHOLE ROVIDE ACCESS LADDER HOOK 15 REQUIRED. 334.05 ACCESS RISER DETAIL 5 SCALE: N.T.5. 4 WET VAULT DRAIN DETAIL SCALE: N.T.S. s TYPE 2 CATCH BASIN SCALE: N.T.S. GW wvalEllD VAM®OMR WNgIMYDfAet rn.0 are TDP MN, T rwlre.0"N OW9 MOlhLLIM ma mr.mGY. norm 1- NDYry ALPDI.N WIY, NMwM YY DIN. 2 1M.OalD ON. pwWepDA lyhN mw YwlglM b IYaYa al.Lwe 3 1M nge18Ww Nov WwY.M HMlN.MNaro elLla.owaD.e TIL. Menta IrlNb,mlYbsMdleA„YNNabIL A Wuinw WaYMearY emBWww NrlWHnunb2C„IImMm. Pmutlh .Ie" mWnu. ahn Gl.aanmA mPilalAM.l lLW b! 016M. a1Nw 0� AaP !w ppe a areas. a meso wrpYnmmrin.rcman. wI samhm ew�m awx C Raaa.Ya Pa . abw s.N PP. (SIL so.D eD811a Q; IN -enc W.S.IsIN6.4m1x (L left. so.W bas.rzal M,rt�I��119E cwTs u- . mr, l9 31 CATISI SARIN TYPE 2 STANDARD PIAN i10.30SS APnYi]IDFM WaXAN.1 //wart PelNlas as" 9sVIr15L4.O FLOOR BOX FRAME AND LID W/S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP CLASS "C" CONCRETE SC -740 CHAMBER J / / I° °I I° °I I° DI I° 0� 11 0� 11 A 11 0� 11 0� 1° AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE i �"�� PRAMEAN)VANEO ORATE PIPE ALLOWANCES PIPE ALLOWANCES PIPE MIaWI GTGN FrE MAIEPoK MliT1 YAaN11M INaGE ODAAEIER ow Ex con Lt Al CPSBP L �WNI�LL PYT.EyI LMLL� PJC 8h%b WiP,IE PNC is arrD. wEc. saltl(gt moPSE wPSL Pvc 61• >Q r >P ZT CUPS & GUTTER WE w a8' S8• w /r AT w M' w w N 88" B w ST 77 m r C Raaa.Ya Pa . abw s.N PP. (SIL so.D eD811a Q; IN -enc W.S.IsIN6.4m1x (L left. so.W bas.rzal M,rt�I��119E cwTs u- . mr, l9 31 CATISI SARIN TYPE 2 STANDARD PIAN i10.30SS APnYi]IDFM WaXAN.1 //wart PelNlas as" 9sVIr15L4.O FLOOR BOX FRAME AND LID W/S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP CLASS "C" CONCRETE SC -740 CHAMBER J / / I° °I I° °I I° DI I° 0� 11 0� 11 A 11 0� 11 0� 1° AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE i �"�� PRAMEAN)VANEO ORATE PIPE ALLOWANCES SIDEWALK 1/2" PIPE MIaWI e�aPER w3sNTDr m ,r PLAN MING PLAN Wr:RETE ,Ap AF ROAGN ALL URI PPE Ir W 18 (STEM taro. ®ec. aaeuo) 8h%b WiP,IE PNC is arrD. wEc. saltl(gt moPSE wPSL Pvc ,r taro. SPEC e+alsr4t "•�" \ %�, s ooxaxe9EDPOLTIEThyIENE � HEORM eEw9r PPE •'�\J Jel + oNEN aNth00P POR r mE rwos eAn NDDPB Pox Is• IExhr ISCTANOOLARM -wi-TNrSECTIOM M rix PA AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE THUS STOFMTECH CHAMBER SYSTTM LAYOUT WAS PRODU £D TO DEMONSTRATE A BED UYWT THAT MILL NNIOE ME DESIGN WLUME LUSIFe ABOVE. TIE SUING, ITT ANO APPUCABIutt a ME STODITEM ONAWMR SYSTEM FOR THIS SPEGFTC PROJECT HAS NOT BEEN DETEmNFD. IT IS THE MANAlS RESPONSIBILITY OF SHE DESIGN ENGINEER TO ASSURE THAT THE SIORMWAIER SYST@M DRUM 5 IN FT1LL COAWANCE AM AIL AFRUCAGE LAWS AND REGA-ATCNS. STORATEM PRODUCTS MUST ED DESIGNED AND INST.WID N ACCORDANCE NM STOMITEM S MINIMUM REQUIREMENTS. RRITMTMI DEC DOES NOT APPROVE PVNS, SI ON SYSTEM MUMS ME DESTINING ENGINEER IS RESPONSIBLE FOR AUL DESUGN DECILSONS INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.S. Iq 1 INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER PRECAST RASE SECTION TYPE CATCH BASIN T SCALE: N.T.S. . NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MAN( v 1/2 LI - SECTION -A..A M MR FACM mraE 18' M. b flMll fMMIP I. As abffvdheate Sr ra6adruwn in lw PRECASTBASE SECTION, Poaa fplaaed a rdkg tithe Stallard SpedlcMbm), or wee maah having a mhinun area d0.12 aquas Inches pa bol shall be used w1h the minenum raquked raMr drown In the AL'IE NATNE PRECAST BASE SECTION. Wine nosh "I not be placed h Ihs IMMN lw. 2. The knowda xAsmeftrdel not begrodartlrn20'. pmdruue MY have a wal aedawas OF2"mhknum to 2$ nalAlhwn. Prooidee/8 n*dmm bek a lw4wdlmlwdww iha addda of the plpa. '... ASerhr ppe Y law WW. Y Ne gapwkh Joky mhulrYh aacNSLae wm SftMad 9peor4am 0"3. 3. The m dmue do* tern Ow Ildshad grade to the lowed pipe Mwrt 4. The llameand grasernaybe baWedwlhlhe lenge up ordown. The hams may be nd kap the adjusts a. sectlOL 5. The PrerastEleee Saolbn may hew a rounded Som, and I e welt "I be taped at a raft of 124 or sessaw 6. The opening end be massed atthe top of the precook baro aecUun. ]. All pickup tales del be WoLead tui abor the bash has been placed. I 8EE NOTE 1 ALTERNATNE PRIeGST SASE SECTION a i I i ''lJ WRAC BNg � i LVIYII .ILL' NJ, �IIlI C11TCN MRSN TYPE I STANDARD PLAIN M412041110 PAVEMENT PAVEMENT GRADE SECTION 1.0 i 0.5' COMMERCIAL CONCRETE RECF55FD HANDLE TYPE COVER OR OLYMPIC G' NON- FOUNDRY OLYMPIC z PERFORATED z PVC PIPE 5• G -N4. OLYMPIC FOUNDRY 104 #1 OR INLAND FOUNDRY 8248 VALVE BOX WITH 3/4' STORM' CAST IN UD COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS) SCALE: N.T.5. ADJUST WIDTH A REO. TO PROVIDE SLOPE of ,nn RECOMMENDED BASIL DRIVEWAY APPROACH WIDTHS �P P 2 PV NOMINAL 0� �0 0 WIDTH PF' GD 2� ONE-WAY 10 15 20' TWO-WAY - -10 304� NOTES: 1- MVERE APPROACH ExCELDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY CENTERED IN THE APPROACH. 9. FORM AND SHBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE 3 REFER TO SECTION 4B 140, YHM DEVELOPMENT CHOP INES. AS SIDEWALK 1/2" LIP1 L--1 SECTION B ,Ap AF ROAGN SEF P1R� B TH Ns As regia. IYPE II r CEMENT CONCRETE CUPS & GUTTER CEMENT CONCRETE APPROACH _._. .. _..- Uwc. No. APPROVED - - 4-9 CE_n__ENT CONCRETE APPROACH LEN.T.S. MERIDIAN: �❑vJ WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTHM NAD 83/91 ,SOUTH '.. NGVD 29 ZONE 4602'1 TC RTC POINT 838 EDGE AROUND 5 5' s' EACH PANEL BROOM FINISH so S FjA y�M94 EXPANSION 11 JOINT EXPANSION SCORE MARK JOINT PLANTER STRIP C� (AS REO.) -- R/IN 5 -- -f CURB &CUTTER ___K6 SIDEWALK PLANTER S1RIP s MIN (As _ + 2% R=1/2" TYP. 16 J 151 m jF 4 T ll\/ 4'' MIN. NOTES' rally 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. V ARIES - m 2 FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. IF CITY OF TELE 1 SCORE MARKS SHALL BE FFG WIDE BY 41/4" DEEP. FOR DEP(. OF PUBLIC WORKS SIDEWALKS OVER 6' w WIDTH A LONGITUDINAL SCORE - MARK SHALL BE MADE ALONG CENTER OF WALK. C C n ^ L_r ^ r CONCRETE L V 4, EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND SIDEWALK GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CORE RETURNS. EXPAN9 N HUNTS SHALL BE PLACED IN - $IDEWAIX AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED TWO N0. GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. rI 9 PUBLIC WORKS DIRECTOR DATE `T- 1 OEs. OWN. CND. DATE Ell S -c S -c 5-C 10�3�94 10 CEMENT CONCRETE SIDEWALK SCALE: N.T.S. E- NOOBNI"RMPNN Cane Burundi (M4 d\/\ \ lj�- I, EEnNI PUMP\\ \\� CBdB1r C=ND. Y /\ BeIEYal TYPE, 0 PLANVEN LAVOLIT I SEE NOTE 2 OWTOW V Y -a 0E1HCrrAaWrAIWNnatl PAT/19�LN (ME CEJ TOP OF i lKM0AWy D � Moh�N e -n NM by -ROADNAY bOEAWX CBAM CONCRETE omse11TBS SL+DTIDN � ldff NalEA IrRa V I /Y TOP OF ,( ap1p,WY crarar caNaRera _ secToN no RA11Vlr LAYOUT2 SEENDIEs 1. 11 6 I •' 11 C� .1 R/IN R V ___K6 10 m0 z 5 J B 16 J 151 m jF 4 T VARIES rally D V ARIES - m m s_s' 5' IF ��E y 2% 107.2% % P h, �CEMENI CUNC. HARPER CURB AND CUTTER CITY OF YELM DEPT. OF PUBLIC WORKS NEIGHBORHOOD GENERAL NOTES: COLLECTOR 1. NO ON STREET'' PARKING PERMITTED. 2 REFER TO RELEVANT SECTIONS OF THE APPROVED Dwc. No. DEVELOPMENT GUIDELINES FOR ADDITIONAL 4-5 INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ECL DES- DwN crc0. DA rC 11 NEIGHBORHOOD COLLECTOR SCALE: N.T.S. ewEm@. ��vArtwa _ Ylm ~Rnvel BDSYYLK �J y. aBEert dura. enEVNaAMp TYPE 1 ahoevwuc SIDEWALK RAMP TYPE 1 WITH LAYOUTS SCALE: N.T.5. T 1LWvow � 2 DinsianAYE NAAINID mmMAW `iAOep CUN ,' ,+/ 4 ATPpCEOFCbbe Y•a PLAN71lel SWEMLK RAMP TYPE I PN11Ayoun 2,A9 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON -... ROW I- PLANTER VARIES SIDEWALK AT 2% I ' �n= "IF�T I- I- F -I li - - - - 1• DIA BREAKAWAY FEATURE - - DRILLED PARALLEL TO SIGN FACE - _ h IF POST SIZE EXCEEDS a x a -- - -1 SEE ws DOT. STD PLAN BETA'' I, ILL -I II IR{T-T ll JL Tf TI- - G -4a FOR POST DETAIL BREAKAWAY FEATURE. (TYP.) GENERALNOTES', L MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTCD, AT AN ANGLE OF 45' TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO As TO BE VISIBLE UNDER NORMA ATMOSPHERIC SPHERIC CONDITIONS FROM MINIMDISTANCE OF 1,000 FEET WHEN LLUMINATEUM D BY THE LOW BEAMS OF STANDARD I AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS OF THE SIDEWALK. 4- CONSTRUCT BARRICADE PER MUTCD TYPE 2. SECTION 6F.60 TYPE I II OR III BARRICADES. 12 BARRICADE TYPE II SCALE: N.T.S. NDIES t Ties habrn of tin imp shell Itrw s level Nes (nut In excess of 2% In any dleotlon). 4 a V. 2.1,2,89 require hen(2)aetla bblIMe:'(''.wcn 911,11B.wdL Rw p Type 1% The William Eos nD1 kckdo 9r a*WrC CNb (Dr Cud) N OuDN), or SNeeeL 3. Ramp shim doll not be dteew then 12HAV. 4. TODe mmlMm wird bnble, nwnp 010r Wow Md not exceed 29 E, Avoid placing Aainip sbuoDees. Fsatlon burrs a adev d*Vucdww In taht of rsrp so=on, Brews. 0, Curb a Shdlar b dawn, w M ConDaQ Plena brae aeb dsel2n spded. See Stenciled Plan F70.12 far Ne6 details. 7, Sae Stehderd Plan F.90.10 for eldn,Nkjubt plaoern,d will delaNL . f Al ( B rL Ma A 16M 2aT 1 w PWI C 'FIVE W D 7T 1 TAw D1H8 PATlNW ARPA8re11 i ATM EYN1nWmf DBIECTABLE WAMNO PATTERN DETAIL EDREM VEW a EXPMRES JUN[ IS, 2008 E� iEil SIDEWALK RAMP TYPE 7 VWM LAYOUTS STANDAM FLAN F-40.10-01 81@r t OF 181fff APrgOU® POR PUUJGAn N pleve Data" S 1PObm acew.hy. ttr wwtr..er ASPHALT CONCRETE PAVEMENT �FINI5H GRADE 2' C5TC �v/��9' BALLAST COMPACTED NATIVE 51.10GRADE OR APPROVED FILL COMPACTION TESTING REQUIRED FOR 505GRADE. ' ALL THICKNESSES ARE COMPACTED DEPTHS. TYPICAL CLARK 13 ROAD PAVING SECTION SALE: N.T. CS. 3" ASPHALT CONCRETE PAVEMENT 2" CSTC (NATIVE SOILS) ENDAI D GRAoe G' BALLAST v A A A ATA//AAA A AJ NATIVE 5UBGRADE OR APPROVED FILL COMPACTED A% \ \%AA/;,/%AA�VA/N" V A% TO A MINIMUM DEN5ITY OF\�j% 95% of A51EM D G95 y,yvi� vi vi�� ONSITE TYPICAL 14 ASPHALT PAVING SECTION SCALE: N.T.S. 4• 2 1/2' G4 31 9' 2 #3 BARS -- 0 &MIN 13! 10 DIA HOLES 3:1 SAND 4 CEMENT 10" MAX GROUT I' DEPTH CONCRETE CURB NON -SHRINK GROUT =G' Z i (2) #G BARS °j 2' CLEARANCE (TYP) J 16 WHEEL STOP DETAIL SCALE: N.T.S. RANDS POe(r OF SpPY1LK RAM _.��,. r ALN wRe RErI11N ` ---------------- bFl i \ (��.{\ SIOH4AlK RAM TYPE 3a \ \. Il / DEIe,fAANEE VNNNe PA RWJ DBTAo) S RAMP CNRERUIE � \ J ���to { RDEAPAL( JS P PE➢FCh3rBrFCOMNrF BFNYN O1MnYP 1�'� �� . y_'a NIPPER STRIP mw -r - \\ I + L BEERETUAOTFOR WPB PETU • 1 '__� � � � NI WIp1U9 CURB.YO OR 11 f xANYNw _. SIDERAv x 1•mE a J 'IIDRICHI SIDEWALK RAID TYPE 38 LAmur (affeOTE6) @-PrLWP NOU EEK L now Of PEDEBIeA B .r' (OFF era Rµ WatETRUs o sEcnax Oc CURB RAPRM DETAIL Y- W - DEIFCTAeIFwwNeh2 rPAT16a1 Leff pEfN4 caawrcorhNETE Rwv BIXeYWA/lNlNND b -T ...._ cenrwnlao-re P®Eae4N gweJ \_cu�aen,a a�inah ryEE 3I,. Rwe s -total (�,a,EA) 9EC710U OB SIDEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. STORM CLEANOUT IE=341 .3G NEW SEE ARCHITECTURAL ADDITION PLANS FOR DETAIL WASHED ROCK FF=344.93 TENCATE MIRAFI TYPE 140N NON -WOVEN POLYPROPYLENE FABRIC OR APPROVED EQUAL 11' \4P� NOTE: INSTALL FILTER FABRIC UPON COMPLETION OF TRENCH. 50 FlLTER FABRIC MUST OVERLAP TO COMPLETELY COVER TRENCH. MAINTAIN FILTER 12' MIN. FABRIC UNTIL LANDSCAPING 15 COMPLETELY ESTABLISHED. 1/2' R. G. PVC O 1.0% 15 FRENCH DRAIN SECTION SCALE: N.T.S. 6 1/2' FACE OF CURB I 1• I" R. I/2' R. TOP OF 5EE ARCHITECTURAL PIANS FOR ROOF DRAIN CONNECTION DETAIL 6 I/2' 5 I/2' FACE OF CURB In R. MATCH / /� ROADWAY / / SLOPE D ROADWAY D iD 1 TOP OF I/2'R. ROADWAY P n D D ,D D V D c 1 6' \ 8 1/4' CEMENT CONCRETE TRAFFIC A7 CURB & CURB AND GUTTER ( SCALE: N.T.5. Go NDTFE 1. The baeom a Ee remp shat hews level ares (notin excessor 2%b s ry @aamon), 4' x W. 2 The type 313 Ramp lAyNd haghbes aw (2) o, the Nd hm "Grund Con, SYtrwek Ramp Type Se•. The Md Own doss na Include to 8*090 Cu) (a Cub a W"I the Sidewalk between Ranpa, a the Cemem Cone. PadwMon Curb 3. Rang daree shag na be sboper tan121FIV. 4. Awad Pinang Aeihps aauoWres.)moon bmNa or ober obesuo- It. N rNra asap success ab0a. G Curb &CURIE le abuwA see to Contract Piano for the curb deei2n tpadbed 5w Slanland P'en F10.12 fbr curb c1I a see Sla. Pirlf90,0 braln,wak katpepn,ea arwdelalN rot ARAM AlB rN W L j , , sa : as• PLA= , ma• W � D lle6 PAllERNAPEASIMl1 NEVAIhaX BE, MBLOMMN DRUM DETECTABLE WARNNG PATTERN DETAIL SIDEWALK RAMP TYPE A MEIN LAYOUr STAKDAM PLAN F40.15-00 Rtffrl OFt 61EEr APPROYID Fat RINMAl10N rrenL. SDWM Damm �'a.,rAeM. er tMrw.,.an..eww,. o ° D ZIII PAVERS ° ,L PAVERS v R TYPICAL PAVING SECTION (SEE DETAIL, THIS SHEET. 20 FLUSH CURB SCALE: N.T.S. I/2' R. PARKING LOT SURFACE VERTICAL FACED 21 CEMENT CONCRETE CURB SCALE: N.T.5. EC04DC CONLRM PAVERS A5 MANUFACTURED BY MUTUAL MATMA15 CO. RNE "AVR1G : M (9ff 1 -MIN.. 1.5- MAX. rT1 V V6tNCAL FACE CURB wnve 5UBGRADE N0.8 B®DING 12' ASTM NO Z 9/�UB,�\%/\\/ \% \% R�\O,CK COMPACTED TO 95% MOD. 11 CONCRETE PAVERS SECTION A -A �� SCALE: N.T.S. 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91 • SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 NEW STORAGE BUILDING, 168 S.E 3i FROPERTY LINE ,i NEW PARKIN LS 1/2' WATER UNE NOT 9POGRAFHIC SURVEY C \ VIA ZNG La:IFiR SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON Lis APPROXIMATE LOCATION OF EXISTING - SEPTIC DRAIN FIELD TO BE REMOVED EXISTING CHURCH BUILDING POO 15,397 S.F. 73 i STEP PUMP CONTROL PANEL MOUNTED ON HOT DIPPED GALVANIZED UNI-5TRUT. TO BUILDING 35 LF - G' PVC @ 1.2# I.E.=341.43 I. .1:14t.YK50I CI 71riy991 GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) sio FOR CONTINUATION W------- EXISTING WATER LINE I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE M05T CURRENT COPY OF THE STATE Of WASHINGTON - A55UMED WATER LINE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT/APWA). 3 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 427 LF - 4' 5DR 21 CL200 (G5r) 3. IF CONSTRUCTION 15 TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUKTY AND OBTAIN ALL THE REQUIRED APPROVALS AND 45' BEND WITH THRUST BLOCKING (SEWER) PERMITS. ` 4. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. I, 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 28LF-2'PVC I PRESENT AT THE TIME OF THE TAP. G. 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 CAWNG THE UNDERGROUND LOCATE UNE AT I -800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. _ 7. 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 5DR 21 CL200 (G5P) ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, = STA 9+45.65, 180.50 RT BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAFF'D' OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9+27.00, 32.44' RT 8. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NOWBIODEGRADABIE, METAL CORE BACKING MARKED "POWER'. TAPE SHALL BE FURNISHED BY CONTRACTOR. 9. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION 10 (SEE NOTE 1). 10. 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. 11. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILITRATION OF EXISTING AND PROPOSED STORM 7 DRAINAGE FACILITIES AND ROADWAYS. 12. PROVIDE TRAFFIC CONTROL PIAN(5) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DE/ICE5 (MUTCD) AS REQUIRED. _- 130 LF -rwc -_ - J 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. sio 5DR 21 a{ G9F.T P1�f:�.:----- 14. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 15. ALL STEP MAINS SHALL BE HYDR05TATICALLYTE5TED IN CONFORMANCE WITH THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 16. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CRY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND IN51RI=CTION5. R SHALL BE THE CONTRACTOR'S RE5PON51BILTTY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 17. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 18. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE 'ON -OFA' SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP 11 25. 30MM PADLOCK. 19. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION, ITEMS NEEDING INSPECTION ARE: AL TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, D(FILTRATION TEST C) 5.5. PRESSURE TEST D) SERVICE UNE PRESSURE TEST E) FINAL INSPECTION 20. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRE55URE TREATED. 21. AT THE END OF ALL STEP UNE STUB -OUTS, SHALL HAVE A 4'X 4' P05T AND A REBAR SHOWING THE END OF THE LJNE. NEW STORAGE BUILDING, 168 S.E 3i FROPERTY LINE ,i NEW PARKIN LS 1/2' WATER UNE NOT 9POGRAFHIC SURVEY C \ VIA ZNG La:IFiR SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON Lis APPROXIMATE LOCATION OF EXISTING - SEPTIC DRAIN FIELD TO BE REMOVED EXISTING CHURCH BUILDING POO 15,397 S.F. 73 i STEP PUMP CONTROL PANEL MOUNTED ON HOT DIPPED GALVANIZED UNI-5TRUT. TO BUILDING 35 LF - G' PVC @ 1.2# I.E.=341.43 I. .1:14t.YK50I CI 71riy991 I \ ■ A 9+45..6.5..5 R'T _ Ig g� - I ! I; I I f EXISTING FIRE M'D I `RELOOATED. CAP I Q ( HYDRANT LOCATION, RW CD f,F, I ( RANT REMALNIN$-tlF1 33_.9x.._ I 7 RNOW MMM WELL HOUSE COMM' WELLM BE ABANDONED FM DOE 5TAND1W15. - ,o - 15 LF- I IML' APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED S 88'.30'02" E 403.93 SEE STEP TANK DETAIL (20) ON DRAWING C4.5 RIM = 344.01 I.E. = 339.04 I.E. = 339.93 SEE MECHANICAL PLANS FOR CONTINUATION .06 .ffc 9..31_'5 NEW RO.W. 511EVE 5EWER AT WATER CR05NNG �z7 LF - 2" POC COMPOSITE UTILITY PLAN NOTES: OINSTALL 1-1/2'X 1-1/2'X 1-1/2'TEE OINSTALL 45° BEND OINSTALL 90" BEND ORELOCATE EXISTING FIRE HYDRANT SO INSTALL G' X 6" X 6' TEE 6O INSTALL G" SEWER CLEANOUT PER DETAIL (7-7) ON DRAWING C4.3 OINSTALL 450 STEP BEND WITH THRUST BLOCKING PER DETAIL (6-13) ON DRAWING C4.5 O8 INSTALL 2' SERVICE CONNECTION PER DETAIL (7-1) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7-21) ON DRAWING C4.4 10 INSTALL 4' X 2' REDUCING TEE 5L X 5L X 5L OR PIPE SADDLE 1 I INSTALL 4" SEWER END OF LINE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 LEGEND SS GRAVITY SEWER LINE sio FOR CONTINUATION W------- EXISTING WATER LINE v PROPOSED WATER LINE - A55UMED WATER LINE 45' BEND (WATER) 90' BEND (WATER) 427 LF - 4' 5DR 21 CL200 (G5r) I .� 45' BEND WITH THRUST BLOCKING (SEWER) II N I, 28LF-2'PVC I 5CH 40 swP SEWER EASEMENT LINE 5DR 21 CL200 (G5P) STA 9+45.65, 180.50 RT 9+27.00, 32.44' RT 10 7 I I _- 130 LF -rwc -_ - J I� 1 I--------- sio 5DR 21 a{ G9F.T P1�f:�.:----- - _ 7 8 I \ ■ A 9+45..6.5..5 R'T _ Ig g� - I ! I; I I f EXISTING FIRE M'D I `RELOOATED. CAP I Q ( HYDRANT LOCATION, RW CD f,F, I ( RANT REMALNIN$-tlF1 33_.9x.._ I 7 RNOW MMM WELL HOUSE COMM' WELLM BE ABANDONED FM DOE 5TAND1W15. - ,o - 15 LF- I IML' APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED S 88'.30'02" E 403.93 SEE STEP TANK DETAIL (20) ON DRAWING C4.5 RIM = 344.01 I.E. = 339.04 I.E. = 339.93 SEE MECHANICAL PLANS FOR CONTINUATION .06 .ffc 9..31_'5 NEW RO.W. 511EVE 5EWER AT WATER CR05NNG �z7 LF - 2" POC COMPOSITE UTILITY PLAN NOTES: OINSTALL 1-1/2'X 1-1/2'X 1-1/2'TEE OINSTALL 45° BEND OINSTALL 90" BEND ORELOCATE EXISTING FIRE HYDRANT SO INSTALL G' X 6" X 6' TEE 6O INSTALL G" SEWER CLEANOUT PER DETAIL (7-7) ON DRAWING C4.3 OINSTALL 450 STEP BEND WITH THRUST BLOCKING PER DETAIL (6-13) ON DRAWING C4.5 O8 INSTALL 2' SERVICE CONNECTION PER DETAIL (7-1) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7-21) ON DRAWING C4.4 10 INSTALL 4' X 2' REDUCING TEE 5L X 5L X 5L OR PIPE SADDLE 1 I INSTALL 4" SEWER END OF LINE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 LEGEND SS GRAVITY SEWER LINE sio STEP SEWER UNE W------- EXISTING WATER LINE v PROPOSED WATER LINE - A55UMED WATER LINE 45' BEND (WATER) 90' BEND (WATER) TEE WITH THRUST BLOCKING (WATER) .� 45' BEND WITH THRUST BLOCKING (SEWER) 5DR 21 CL200 (G5P) SEWER CLEANOUT 8 STEP PUMP CONTROL PANEL w N SEWER GATE VALVE �. NOTE: TEST OF ALL BACKFLOW Q AS5EMBUES ARE NEEDED AND A COPY OF THE REPORT SENT TO WATER Q DEPARTMENT @ PUBLIC WORKS ROAD O YELM, WA. 98597 ICY I IQ � I J IU NEW IRRIGATION METER PER CIN OF YELM DETAIL 6-3 ON DRAWING C4.5. REDUCED PRESSURE BACKFLOW ASSEMBLY FOR PER DETAIL 6-17 ON \ DRAWING C4.5. V EXISTING 8' WATER LINE EXISTING G' WATER LINE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CON5TRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRE5: N 1 30 Z SCALE mil 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM 5791. NAD STEM S 83/91 SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 /ag p 5TA 0+38.30, 24.64 LT - CONNECT TO EX15TING 8' STEP MAIN.. IN5TAU- 8' X 4.5TAJNLE55 STEEL TAPPING SLEEVE WITH THKU5T BLOCKING. 5EE CRY OF YELM DETAIL 6- 10 ON DWG. C4.4. FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EX15TING CRY OF YELM STEP UNE PRIOR TO ANY CON5TRUCTION. NOTIFY ENGINEER IF ANY D15CREPANCIE5 TO HORZJVERT. LOCATION BEFORE PERFORMING THIS WORK. EXISTING GATE VALVE 15 APPROXIMATELY I V FROM TEE AT SEWER CRO55ING ON YELM AVE. 5TA 0+42.12, 21.66' LT IN5TALL 4' STEP UNE GATE VALVE (MJ X MJ) PER DETAIL (7-21) ON DRAWING C4.4 EXISTING PAINTED CENTERLINE 7 d\ 5AW CUT AND REMOVE ASPHALT. i ® IN5TALL 5EWER AND REPAIR PER DETAIL 7-3 ON DRAWING C4.3 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 5TA 0+69.32, 0.0 LT/RT IN5TALL (1) 45° BEND WITH THRU5T BLOCKING BEGIN STEP UNE TRANSITION , ROAD 5TATIONING FROM 5URVEYED 5ECTION UNE . - . - - --+� -.. -i- -r-`- -_ 1'° l _ -`-= r— _ _`� _ _ -_ _ _ =rte _ ! _ _ ---A - -` °5d5TE s+oo s+ _ -� _ 7� GRIND 21± 2% THEN TRENCH FOR SEWER IN5TALLATION. RE5TORE TRENCH PER THUR5TON - s+oo N I I ,3 19.65 a+oo EX15TING WATER UNE '^ (n PROP05ED WATER UNE _ __ _. -d3 __ 45° BEND (WATER) COUNTY DETAIL 6-H ON 5HEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMO( 90° BEND (WATER) TEE WITH THRU5T BLOCKING (WATER) iLl 1 1 _ ASPHALT. - — - - _ _ - — - — _ - — - - — - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EX15TING T\ _ L U CITY OF YELM UMIT5 UNE I Q END STEP 5' LT TYPICAL O� 5TA 2+45.49 CENTERUNE TRANSITION \ W w 1 STA 5+00.00, 5.d LT N Z CITY OF YEIM THURSTON COUNTY IN5TALL 4' 5TEP UNE GATE VALVE O R.O. W. UNE (MJ X MJ) PER DETAIL (7-21) ON STA 7+00.00, 6.5' LT STEP UNE 1 E -- OoZI DRAWING C4.4 I j _ 3(— ., .,_ _ — JE--3�- O Z +�QI Hd — O Hd -- t _— Hd __ .— -Hd Hd _. .__ O O STEP S1EP:. N�zl STEP STEP S STEP .STEP 5TA 0+69.32, 0.0 LT/RT IN5TALL (1) 45° BEND WITH THRU5T BLOCKING BEGIN STEP UNE TRANSITION , ROAD 5TATIONING FROM 5URVEYED 5ECTION UNE . - . - - --+� -.. -i- -r-`- -_ 1'° l _ -`-= r— _ _`� _ _ -_ _ _ =rte _ ! _ _ ---A - -` °5d5TE s+oo s+ _ -� _ 7� OC O - s+oo N I I ,3 19.65 a+oo EX15TING WATER UNE '^ (n PROP05ED WATER UNE _ __ _. -d3 __ 45° BEND (WATER) LU 90° BEND (WATER) TEE WITH THRU5T BLOCKING (WATER) iLl 1 1 _ _ 1 ___I _ _ _ - — - - _ _ - — - — _ - — - - — - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EX15TING T\ _ L U STA 3+22.47, 5.d LT/RT E.O.P. UNE `R.O.W. UNE I Q END STEP 5' LT TYPICAL O� OFFSET OF PAINTED ROAD CENTERUNE TRANSITION \ W w 1 N THUR5TON COUNTY CONTROL POINT #6644 CA5E MON. 2 1/2' T.C. BRA -55 CAP IN CONCRETE. SHOWN 1/4 SECTION CORNER FROM 5URVEY WITH COORDINATE5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 CLARK ROAD HOU.: III = 30' VERT.: III = 3' 5+00 5+50 6+00 6+50 7+00 KEY MAP 1 " =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION SIGNAL 5UFERINTENDENT 3 DAY5 PRIOR TO WORK AT INTER5ECTION LEGEND SS GRAVITY SEWER UNE STEP 5TEP 5EWER UNE - w EX15TING WATER UNE M PROP05ED WATER UNE ' 45° BEND (WATER) 90° BEND (WATER) TEE WITH THRU5T BLOCKING (WATER) O� OoZI �K +�QI O N�zl ' a EXISTING ELEVATION5 345 g w CROWN OFTHE ROAD _ I_... _ _� _Z_ 345 0z UwUI a �r (r) I Q N �o�i -------- ---------^- ---- --- -------- -------- -------- -- ----- ----------------------------- --i ------- ------ -------- STA 0+38. 24.64 LT e w 340 MATCH IMO EXISTING > > 1340 CONTRACTO k TO VERIFY PIPE DEPTH LOCATION z z 40 U -k 440 rEP UNE 427± 4 5TEP UNE 431 LF± '0 STEP UNE SDR 2 I 1200 GSP 335 ! 50R,21 CL200 G5P f 335 I m+ m m iii m m �i 330 3301 ` ' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 CLARK ROAD HOU.: III = 30' VERT.: III = 3' 5+00 5+50 6+00 6+50 7+00 KEY MAP 1 " =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION SIGNAL 5UFERINTENDENT 3 DAY5 PRIOR TO WORK AT INTER5ECTION LEGEND SS GRAVITY SEWER UNE STEP 5TEP 5EWER UNE - w EX15TING WATER UNE M PROP05ED WATER UNE ' 45° BEND (WATER) 90° BEND (WATER) TEE WITH THRU5T BLOCKING (WATER) 45° BEND WITH THRU5T BLOCKING (5EWER) 5EWER CLEANOUT d 5TEP PUMP CONTROL PANEL N 5EWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800424-5555 APPROVED FOR CON5TRUQION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRE5: 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91, 5OUTH NGVD 29 ZONE 4602 TC RTC POINT 838 -r STA 7+00.00. G.5' LT STEP UNE GRIND 2'± 2% THEN TRENCH FOR SEWER INSTALLATION. RE5fORE TRENCH PER THURSTON COUNTY DETAIL" ON SHEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMW Z ASPHALT. / O� Q C) Zl 0Zk _ Z 'r- =---------- - 0 ---L- Hd j-3 Z57 6 H Q OL STEP STEP $TEPA cj0------------ 7m ---� ___ Lu LL e o = I- Z z . 'T Q 1 �p W I D(15TING PAINTED ROAD CENTERUNE ROAD STATIONING FROM SURVEYED SECTION UNE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 5TA 9+27.00. 7.23' LT INSTALL 4'X 2' REDUCING TEE 5L X 5L X 5L WITH THRUST BLOCKING BEHIND TEE 5TA 9+29.96. 7.24' LT INSTALL 4' STEP UNE GATE VALVE (MJ X MJ) PER DETAIL (7-21) ON DRAWING C4.4 5TA 9+32.00. 7.2 I' LT INSTALL END Of UNE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 -- -- 342.Q, 4 ---- vd - Nd Hd --+- -_. TEP 36'L mi 29> 342. _ 6? 2 r EXISTING E.O.P. UNE 342._. I d i 3 IF 12'0 PVC 5=0.005 FT/FT IXISTING R.O.W. UNE 342.721'x-_ 342.22 255 CLARK ROAD _ 6� V' 342 65 TO*5/2?�!75- W1 F- TOC'Y.7:` t:4J IXISTING R.O.W. UNE 7+00 7+50 8+00 8+50 9+00 9+50 IO+W 10+50 1I+00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 11+50 12+W I Z+7V 16+W GRAVITY SEWER UNE STEP STEP SEWER UNE - ----w -- EX15TING WATER UNE W PROPOSED WATER UNE 45- BEND (WATER) 90' BEND (WATER) I I � m ao IOOZ 1IY NN�F ��(( ON .� m0 d+NSW r+ 0Q tl2J ED It OwL ..tt IIy� + 4b wntlt0 W v' u~iiww� U;5 345 345 - __KaKc9t(w -- _ � U IQ( I? -------- -- ----- ------- — ------ —---------------------- ------- ------ -------- 0.33% -0.25% CBMI TYPE I 0.47% STA 9+09.88 RIM=342.27 EXISTING ATION5 340 I IE=338.57 CROWN O THE ROAD _ _ 340 - i PROPOSED ELEVATIONS O -5,30 L005 F0TPVC /FT I O 0 FLOWUN CBM I TYPE I C ST I I TYPE I 1 1 +39.83 427± 4'0 STEP UNE 5TA 10+87.13 RI —342.01 5DR 21 CL200 P 342. 16 IE— 339.04 EM= 8.77 335 335 -_ m �i'I m 330 330 c�ii 7+00 7+50 8+00 8+50 9+00 9+50 IO+W 10+50 1I+00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 11+50 12+W I Z+7V 16+W INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON SHEET C3.2 OINSTALL TYPE II BARRICADES PER DETAIL (10) ON SHEET C3.2 OINSTALL CEMENT CONCRETE 51DEWALK PER DETAIL (8) ON SHEET C3.2 4 5AWCUT AT R.O.W. C/L AND CONSTRUCT HALF -ROAD IMPROVEMENTS PER SECTION DETAIL (9) ON SHEET C3.2 *5EE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND SS GRAVITY SEWER UNE STEP STEP SEWER UNE - ----w -- EX15TING WATER UNE W PROPOSED WATER UNE 45- BEND (WATER) 90' BEND (WATER) I I � INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON SHEET C3.2 OINSTALL TYPE II BARRICADES PER DETAIL (10) ON SHEET C3.2 OINSTALL CEMENT CONCRETE 51DEWALK PER DETAIL (8) ON SHEET C3.2 4 5AWCUT AT R.O.W. C/L AND CONSTRUCT HALF -ROAD IMPROVEMENTS PER SECTION DETAIL (9) ON SHEET C3.2 *5EE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND SS GRAVITY SEWER UNE STEP STEP SEWER UNE - ----w -- EX15TING WATER UNE W PROPOSED WATER UNE 45- BEND (WATER) 90' BEND (WATER) CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CON5TRUCTION BY. DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: KEY MAP I" =300' .�� TEE WITH THRUST BLOCKING (WATER) 45' BEND WITH THRUST BLOCKING (SEWER) tc SEWER CLEANOUT & STEP PUMP CONTROL PANEL H SEWER GATE VALVE 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 S■ E10SnNc RUNNING COME;- TO 1 SCRNQSERVIC JVC J 1' W MU VALVE. $L A CHUM NMr A -M NOTFB ALL SERVO LIE CARBON BONED SHALL BE LOCAKT 4 FROM EDGE BE URB TO CENTER OF CARBON BON N RANTER STRIP ON ;DTII I' SIDES OF ROADWAY. CJNO CARSON BONES BINLL BE LCCAIED Y AFART TO :041M OF WKS x BALL AND CNEIX VALM:S TO BE :INSTALL£; N CARSON BONES AODDROPIG TO DURING, 3 10 17111111111 -fa GA OF NEAW MMATED COPPER TONING wRE ALL. IOMNG )TBE suns QUL BE SCO%%ECIER W Law OB V. KIT10AMUFACAM by 3M SRP YIAIN PVC QNNG QE� VALVE ME A ME V NIR BALL VALVE. ME A SL - 1• PVC NPPIE, ME It SL- 1' P NNN DIA PVC REBUCRG TO SLMEATH on PIPE SIDLE TYPICAL 1" SERVICE CONNECTION Y FORMD,G. LA0. �— 7 I. FORBONS DIRECTOR JATE ��JY rEG TP 4/2001 116E 1' IALPI TD DOMkCI TI SHIT ASSUO MMATi FOR PR60.1RE imm SSR1R 1TIIP11lBB NOL \\ / AND NE4IENE I;APEr IC IN PI®I IN1aIT TYA:N WIN ALL VW-1RAffM HANMG TAME /rrI. 3IlVC NOIR ANG VALVE ASYIIMEY LEAVE Su"Falt \ MEW &1 'VALVE ,ME TO [ALU, M` AM BLDWI BALL MA NMP REMOVAL I MIA N WTD lx- PT)AW a- GS RE TTLCE WA VBE fpO cTPS \ \ T\ / / LO n EOB{GDNB B IDN IT MARIE WT- I NEAT SRM, Wn ;PNNEC-MEM --� / W T9..., M L• PVC�L MAV£ WAND AMY "I RMFR� I / MM"��"LB UD \ E OF I? iP01 1TIP O AP"411 IDC m N 1MY11N111 �_� AIRE N NN• CT COVIRPT SW I.OP� - INSTALL At a OCOV, CL I:fMR,let Y,� •DARER SDPCCUILILMI DSDIMWS 10' / •2 -PARI INTION. Lx OXIDES VISDI TNM, K ADAPTOR EM CONCRETE LVID HARMTHAM ML ) M ON S OFF 41-'K'tOLT T LV RFWMDWI n ASMF wI K ENT CII era f Or TQM 08/29/07 - - 03114/08 3 04/08/09 4 04,,!21(19 NO I DATE A OIf1EE �PWEIBI W VN 11 i 1• NA IVC FLOW k• NOIJOR AVE IROiQE ILL `RALIE ROBE: ERu1MT OPENED NnNC 1' CPI P.ID PATI A PUPI NT 11E MAT'RK PPI GOPL X, TAALN. AND CLAM t NMEON I SP P CARE ANO IW1NLAlQNS W 1 VARY TIM WR"MACTOR STILL LEFT THC /6' wv Pxw& PTA INFNT or THE wALLAROM IEUAKWWS SICVN N IRE N nE D®GMWIC[ NERC 'MNCAL STEP NS-ALLAfW TALL Sl_P RANKS SHAH DE H -"e0 LOAD RATED -AHK$. THIS POL'CY SHA_L TAKE EFFECT ON MAI 31, 2007 T`rPICAL SIMPLEX STEPI TANK INST.A-LATION PpPROIfD DRG. NO .. ....P n..� 7' 9 kW ANA RPV1510N5 PER THUR5TON COUNTY COMMENT5 KEV15ION5 PER THU95TON COUNTY COMMENT5 REV15ION5 PER THUR5TON COUNTY COMMENTS REVI51ON5 PER CITY OF YELM COMMENI5 8Y GKID l APPR I PEV1510N ee BB SEC. 30, T17N, R2E, W. M. THURSTON COUNTY, WASHINGTON RC^RNAPOi "LACE �BIRfAW SEE 4UTORAnON TABLE ABDK� SEE RESTWATION TAKE ID \ IY FINISH CRAM RI AMG ;PAPER CWPACNpI N[OY.3 It BASTDILL SEk np IAft- DE BISREP MAINTSLOPE OIIRIED 1• GINI•b SVMAO SEIE[1 6APiMt A MxE'KL fNTi A$ 491E GglKl A Fnl R LIRE V.L YaYEYL111 PE BEUPNG fOR WIECI iIOS11L TIL4 nPE r `OLP PM4 SAME PPE On ow ML NNDLS MN Plll® (xwaE; WEaO MTM OIRM MBIAT RA6MILL YAfal t11PYA AMM ,EMEMr/aRRLLID I:DYfJi¢ 111Cx1EK COMPACT 10 MN IPNII. WD DI/(!. J" IOWI. ..U> IP 4/2001 HYDIDIDO/ MMP -Di AT* BAaiRLL TNM DlliE fNlll D[ 1 Lw./LI0][I.) IIMR 1' W. INN A ,�,N A CMgIfAM ,Cy w CCNMT TO qIL MM LYISAID PN0. NAnM EAalw q'� �L NAPNO>P A1fAlE N/A Y RWM LMINC 1 fICPR T NMF a amw o%" u1G - ONNER RRrau ra u1NE ax. CIN OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TR --NCH A®A®�BI[iP • DIAD NO FIIBLM: EDN1M DIRFCTpR DAff _�__I $ JY .FG Tc a/2OD: RESTQRA "ION fABLE 1 �I I -- I V -I I 1 PART IP ORCHID TAME 10 LASER ADAPTER MR �BIRfAW ,I,a.M,G BAORII/ CPMMIS/ IWC RI AMG ;PAPER CWPACNpI N[OY.3 DIIILII RQRRrpttit fw91 IRAQ 9WL H OIIRIED 1• GINI•b SVMAO SEIE[1 6APiMt 1Mb111 D aMSTWI MxE'KL 'M CDlil! GglKl A Fnl wpl 4NTAM V.L YaYEYL111 )' ,AIV AL WIECI iIOS11L RI I II ROIOMr A [PEOIPN N N.L. r `OLP PM4 SAME MVYF D.P L tlelYR IIIIO 1V NN# Lb/Ki W PM NNDLS MN Plll® (xwaE; WEaO MTM OIRM MBIAT RA6MILL YAfal t11PYA AMM ,EMEMr/aRRLLID I:DYfJi¢ 111Cx1EK COMPACT 10 MN IPNII. WD DI/(!. J" IOWI. ..U> IP 4/2001 HYDIDIDO/ MMP -Di AT* BAaiRLL TNM DlliE fNlll D[ 1 Lw./LI0][I.) IIMR 1' W. INN A ,�,N A CMgIfAM ,Cy w CCNMT TO qIL MM LYISAID PN0. NAnM EAalw q'� �L NAPNO>P A1fAlE N/A Y RWM LMINC 1 fICPR A„L SZP TAN{5 SIIA_L RE 1-20 LOAD RATED TANKS. TH'S POLICY SHA_L TAKE EFFECT ON MA" i1, 7001 FN 5NED GRADE /�MTCD OGNT MD 21-1 MIN PVC Ia4R � I - VI/N1' vAU[ 1 NISFR NIT M,EN MIT UD— MI GAUGE 'CRAIG I '� Ox ro SERENE; WIRE TC SS CV-- � !-3 cOnCRETE TARNS I I `I'P ORFa: Pt14p AcgYN". SFi SOW.. LA0. T.V / I• I 1 j y T I c `-BL[EE LNPu „ 8' 4W _ PA- 3DOD "GAL I A D Dal- ON ,,Ly TAWS LARGER THAN tfaC CAIAOIS T THE LF/ICM O ME DGNN TURNED NLFT PPE Qj: 0 i NRL BE DET[TYM'e PT nE mIN Q'IrR oE.,F ' V -T IDD GN. 600 CAL _ IL_I_.L IIW CALL W 1tlQIt5; ' 1- DELETE BAER£ FPR A COrA GALLON -AN( Or IED Asa TWA fx Y.IYY vMN L CITY OF YELM z. THE fITIQR WL, REVEw IOLERANCEG N Ezcess o' -DEPT OF PUBLIC WORKS DYENNONS SNOYN ). INE 1NPLEx PUMP VAULT PEPEEV TWO VAULTS 1500, J'JOO, 4500 CA 10N AND An'e ov[ cuR:°iTeF sFrallo`YALu�,rTNRs STEP iA.NK j I-II)1v1-' TANK I, CON -ANS -MD PLYPS _ a ADp GALLON FAMAS M I.YtGEP 91ALL HAVE D INYG IJO MRE[ NT;oTS AVC LOS 1 T. -7731 JOB LA0: 406041.20 TABLE FOR FEEDER WIRE RUN W.RL Ja ll>IAN(.T. AIT ANf fpPPTR D FFTI PU AW I CYYHI hll F.1 1 RI AMG ;PAPER � .159 FEEL - IAPLC% ��� 7 _ P'.IBUC WORKS URECRR DALE 1... LFU UT.R J" IOWI. ..U> IP 4/2001 -7731 JOB LA0: 406041.20 TABLE FOR FEEDER WIRE RUN W.RL Ja li y1T:EPICA tl;wS l cN NIUIIILNAi nrr 011YP LAIN) . -DELL -SEE SPCCfkAlIONS IFi1GNW1: I VVI I - PAL`I.00x WIN COMMON IEY ' I LINDIR.G BY THE UTY CENTERED Ou~ CO TEW _ IN ARM IICnI /All ,'ONCE DUTTON 1 NUY YDW N - I I 1/^ 1C iTCP iNat 51MM1E% SOJRCE J t3-112 IC sT[v IANAI - fAwlkX i, .. •-t'; Y. 11-I17 11; STEP TANK TYPiCA_ PJMP CONIRO; '--3ANFI API•RpNTb D+a. no — U DIRECTOR DATE 1 - '- DATE 'DES' ORA. OA DATF JY JF: TP 4/1007 ll>IAN(.T. AIT ANf fpPPTR D FFTI PU AW I CYYHI hll F.1 1 RI AMG ;PAPER � .159 FEEL li y1T:EPICA tl;wS l cN NIUIIILNAi nrr 011YP LAIN) . -DELL -SEE SPCCfkAlIONS IFi1GNW1: I VVI I - PAL`I.00x WIN COMMON IEY ' I LINDIR.G BY THE UTY CENTERED Ou~ CO TEW _ IN ARM IICnI /All ,'ONCE DUTTON 1 NUY YDW N - I I 1/^ 1C iTCP iNat 51MM1E% SOJRCE J t3-112 IC sT[v IANAI - fAwlkX i, .. •-t'; Y. 11-I17 11; STEP TANK TYPiCA_ PJMP CONIRO; '--3ANFI API•RpNTb D+a. no — U DIRECTOR DATE 1 - '- DATE 'DES' ORA. OA DATF JY JF: TP 4/1007 - IAPLC% NVq PANEL iZE Nr.Y VhPY U'_RPUyb W MANUI ROJkLe -> YUFYcy Ay_ 14 " —BOLD kept. �r $.,a, Se.wL-r SR.c._ A11"ma.. 1' Alk XLLLAY VKN- LN Y COMBINATION AIR CASE 'IN LIE A VACUUM V 'P ABBFU PVE ASEP A, LLT JN 'WLHG..0-. •L\ ; Y RI -(MeSN GRACE SHALL IT OCT... Mt '41A ,roy% B, WIN'M 131{I akbJN L It M •\ \ � U OF, O LY. c.h n.•.� nir -- ) IA GKGE 10NING NTRL - I/" I'Yl IYUL WON HILL VAL M. _ i 1 'VC !I.1!! 1NX?V IINL vain •anlN ill___ pL pp STRANER TIFNE I' SCHEC IC r'rt I- PVC -. SL.T1 f S' LEE M r;C pT trnnLL IAI'N46 I'K -AJ LL � MM.' MOLL >pA LV• Lull Pl LyN OF B —•kL>SIMO- sEW,k NIM O P. CRAWL BAC1V FOR RERAN NQ iC ✓VCt IN A ADN-INAL•H' ARI P, Dn1oN .awls SHAL7 12 L BE SOLVENT C17v OF YELM MLLGlD env TO FRED LIaA1L DEpT. OF PUBLIC WORKS TYPICAL SEWEfl AU ROMA'I; AIF RELEASE VA:V APPROVE _ _ _ DOC. LA0, fWUG MGRNS DIRECTOR DATE — cRD na,r Ji .kG I TP a/700/ NLA NMW CHECKED BY APPROVED 8Y � MRS Consulting Engineers unre 4200 6th Avenue SE, Suite 309 5- 13-09 Lacey, Washington 98503 (360) 797-7730 Fax (360) 292 ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORK; Ii ! i 6�i1 Y 1 I Ji L CJ >It R YELM LDS CHURCH IMPROVEMENTS PROJECT T1IUR5TON COUNTY. WA, 3 P' I �W I �3 FN 91ED GRAM / ... x'P msTv— b� ALARM NIDN LLVFL TTTTT6 O IPG ON/Off �4 S' CRAW:ONN ON RI OFF) LF/J ON/OFT-.-S 1 A.- [w+ANUD,N ON iG PF) LOW LELEi ALARM a• < REPINCNI OR 1 � n0o{7': L I�—I e' Wn SEWING DEPT, OF PUDLIC R, -, PK; FLOAT SITTING VA',;L 1 DIMENSIONS FOR A D:'PLEX Fl1Mf' v'All- �AN� rLeuc YroRNs PIEGTOR DAR DFS. { DVM f,VD. 4fi . J7 ( JEG � TP ( 4/201) 7 DATE: cxuues 2 Years from acceptance dale 11,ROJFG 2007104764 UTILITY DETAIL SHEET MERIDIAN 0 WASFIINGTON 5TATE '. PLANE COOKDINATE SYSTHA VCRTIGAL DATUM NAD 83191, SOIfEFt NGVD 29 ZONE 4602 TG RTC POINT 838 L DRAWING C4.3 A INSTALL TMBTS AS PER DETAIL DP MO"ACRRIN'S WECOMMB/AAITON RNC [VGI N MORE ST NT, 08/29/07 1 2_ 03/14/08 3 04/08/09 04/22/09 NO I PATE BY I CKD I APPR BTS PIFMD PIPE SHALL BE SAMO CONCRETE TANK BEDDING PROVED DING NO �� s i - RIG ROOK WIECTDR DATE f7 AlE JY I JEG I TP 4/2007 REVI51ON5 PER THUR5TON COUNTY COMMENTS PEV1510N5 PER THUR5TON COUNTY COMMENTS REV60N15 PER THUR5TON COUNTY COMMEN T5 REV1510N5 PER CITY OF YELM COMMENTS v REVISION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FtWAaASS UT TANK STAINLESS Slat Al AND NFORR;Nr GASII -I l-/1 Nu. LIDS 1MLS RI A _ ' OPE T 14 GAVOE COPPER �' PVC RSEK UNAOL PONNO MIRF. 2'-0" n OREIt SYSTEMS, IAA INTO RD6Efl " .__...INC.. OJI EQUAL �---01✓£NEO 'AHK TD RVRER ADAFral (FOR USE NTH NON -MARK 4 lR TANAS) NO FL: RISER AND LID SHALL BE 30' ON ALL SbI POMP VAULT INSTALLATIONS, OSER AND W 91ABL BE DO' ON ALL CURVE, ANO MPLEX PUMP VAULT INSTALLATIONS. _ DEPT OF, PUBLIC_ WORKS_.-_, TYPICAL RISER APPgpVFODMC7 NG1 FA PUOLC WORKS DIRECTOR DAIS - J[3 - QUT1 I CKD. I DATE aY .LG TO 417007_ QV,CFEF9(0 A)PIDLt o 7 Fol 1 SEweR tach LIVE TAP flr� CONCRETE 1 THRUST BLOCH (TYP) I L-:� SgNO EiED01A1L- TAPPING VALVEi-- `II F x MJ LS AINL SS ST TAPPING SLEEVE VALVE AND 5LEE E SHALL 0E SUPPORTED AND BACKFILLED AS GROUNU- sHOWN BELOW -RIGHT. \ -GATE VALVE / EL xMj TEE h� .. astai.nti Wrn SANp —RT Fi EUOI, SOLID BRICK SUPPORT-� S`-- Oft AQ WL. CONCRETE THRUST NOTES: .. ii MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED'. CITY OF YEI. M, WASHING Z. T1FPT nC IJI IQI Il' lmnov0 CONNECTION / TO 3. MJ GUT IN TEES SHALL NOT BE EXISFIN C NSAI' " PERMITTED. APP=OVEU -- DWG. N0, 4, SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. PUBuc WORKS DIRECTOR DATE 6-10 DES DAN_ CKC 1, ATE Cs LEG IJEG 5/2005 NLA NMW CHECKED DY APPROVED BY MK5 Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 5-13-09 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 JOB NO: 406041 .20 SIZE A B APPiLOVET­yETFR BOX -- UD - 1730 DI READER LID 13 1/4" 15' BOX - BCF 1750 z 12 BASE OR APPROVED EQUAL 2" ll 1/4" 15� it I } METER BOX —� PDEYETHYLE4E LINE BALL VALVE J I. 1 1/2"-2 MALE _A ADAPTER 2" RESILENT BALL VALVE 111,1 WEDGE (CURB STOP) 1` GATE VALVE tI CHECK VALVE - SERVICE SADDLE ROMPS 2025 OR —" 2X SLOPE TO BOX 68- TO CENTER OF fit CURB p�bxax..xo`m» View operating out IA Nal Lx IrAaLNL RLPNMLD N 14 GAUGE INSVL41E0 D a s v TO MING NUT T9 W iH1N-4-BE 1HF ctlnr'.Arr L-1 COPPER o_P. ad Hydrant Lock Grads Enamel TONING WIRE_? T WRAPPER 1 1/2" - 011-666PIPE p13512 , r� o��r5t THE 2" - BI1-077 with threads (S PIPE (SEE 1 1/2"C6" GENERAL NOTES N0FRED 4�LV With w'I5 NST fhraods PACK 1CINT k 6' Storz adapter f, o� 7) I�CORPORATIO TYPE_ B ILINE (USE 200 VALVE L'PS CRISCO PIPE W/LOCKABLE CAP 6100 POLYETHYLENE PIPE) CONCRET= "LAB 2' v 2'- I -ltp-------1 CENTERED ON YMKX\1TONING FORD BALL VALVE —...J "IT. PIPING OO a/ A-,,R6'S FACH NOY lop WITH PACK JOINT h FEMALE O f m yl' ) { Ni ti PW PIPE ASTM s' -L S W lA Ai }fes -�-> ' f�_. r OF PUBLIC x 1- STAINLESS STEEL IN5ERTS REQUIRED FOR ALL WF a- M1'u VI 1 1 /2 n TO 2„ GASKET AND I.P. THREADS. it - CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2' - FORD VBH 76-15613 OR EQUAL —. Y - FORD VBH 77-15817 OR EQUAL APPRO DWG YO 4. A' 1 1/2" AND 2" SADDLES WILL BE 2' TAPS WITH BRASS 2" NIPPLE AND Y PUBLC WORKS DIRECTOR DATE 6-3 2" RESILENT WEDGE GATE VALVE AND 910 ior —. HOU5ING AND SDR -21 PVC PIPE HOUSING P CKD. DATE ES JEG TP 1 4/2007 tr' \ \- UP 10 YALVCS i' ANN 1P4LN uH •, x;f av P D I l V ill Ij1 � e %V 2A B n jf,i � Y I— 1 4u su z t3 '•f I a;"� J i / a •�y / N7�� i[ __�' i \ A I e SIZE A B APPiLOVET­yETFR BOX -- UD - 1730 DI READER LID 13 1/4" 15' BOX - BCF 1750 z 12 BASE OR APPROVED EQUAL 2" ll 1/4" 15� it I } METER BOX —� PDEYETHYLE4E LINE BALL VALVE J I. 1 1/2"-2 MALE _A ADAPTER 2" RESILENT BALL VALVE 111,1 WEDGE (CURB STOP) 1` GATE VALVE tI CHECK VALVE - SERVICE SADDLE ROMPS 2025 OR —" 2X SLOPE TO BOX 68- TO CENTER OF fit CURB p�bxax..xo`m» View operating out IA Nal Lx IrAaLNL RLPNMLD N 14 GAUGE INSVL41E0 D a s v TO MING NUT T9 W iH1N-4-BE 1HF ctlnr'.Arr L-1 COPPER o_P. ad Hydrant Lock Grads Enamel TONING WIRE_? T WRAPPER 1 1/2" - 011-666PIPE p13512 , r� o��r5t THE 2" - BI1-077 with threads (S PIPE (SEE 1 1/2"C6" GENERAL NOTES N0FRED 4�LV With w'I5 NST fhraods PACK 1CINT k 6' Storz adapter f, o� 7) I�CORPORATIO TYPE_ B ILINE (USE 200 VALVE L'PS CRISCO PIPE W/LOCKABLE CAP 6100 POLYETHYLENE PIPE) CONCRET= "LAB 2' v 2'- I -ltp-------1 CENTERED ON YMKX\1TONING FORD BALL VALVE —...J "IT. PIPING OO a/ A-,,R6'S FACH NOY lop WITH PACK JOINT h FEMALE 1 I/2"-2" MALE LP. THREADS NIPPLE ti PW PIPE ASTM s' \ FOR WRf 0-W34(WITE)-�'� SERVICE SADOLE CITY OF YELM. WASHING -CN OF PUBLIC WORKS 1- STAINLESS STEEL IN5ERTS REQUIRED FOR ALL _DEPT. —�—GATE. PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1 /2 n TO 2„ GASKET AND I.P. THREADS. - CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2' - FORD VBH 76-15613 OR EQUAL —. Y - FORD VBH 77-15817 OR EQUAL APPRO DWG YO 4. A' 1 1/2" AND 2" SADDLES WILL BE 2' TAPS WITH BRASS 2" NIPPLE AND Y PUBLC WORKS DIRECTOR DATE 6-3 2" RESILENT WEDGE GATE VALVE AND 910 —. HOU5ING AND SDR -21 PVC PIPE HOUSING DES. DWN. CKD. DATE ES JEG TP 1 4/2007 SOS DEPI. U-.. FUHLI W,'A'S I YNIC7A,t ` Ft)VL Y MAIN _ NL GA.TF ";"LVE MIND. ML S D 1F PLf W'NFi prri0. - f dY Jr: IP t 4/2007 C- Top View operating out IA Nal Lx IrAaLNL RLPNMLD VALVE BOA. R. 910 IC ND OR EQUAL w,v COVER Point Hydrant TO MING NUT T9 W iH1N-4-BE 1HF ctlnr'.Arr L-1 MARKIN" td RFAO "5fXEr-' ad Hydrant Lock Grads Enamel Gannet p13512 , r� o��r5t with threads - — Steamer connection With w'I5 NST fhraods k 6' Storz adapter f, o� Style 5-37 w/SO so, CONCRET= "LAB 2' v 2'- I -ltp-------1 CENTERED ON YMKX\1TONING "IT. PIPING OO a/ A-,,R6'S FACH NOY lop S11N1 AGE IN VALA DUA ---CRlrx ./2• DOLE ON iD1 ti PW PIPE ASTM s' FOR WRf 0-W34(WITE)-�'� I 1 YAAVE, MJ . ME 'VE SEWER MAIN —�—GATE. 00 NOT COVE!! BOLTS W/ CRICRETF -� _ t UNCHSIURNILU SOL- \ \- ORNSRE TF Sup"I S,WX `rw YALVCS i' ANN 1P4LN SOS DEPI. U-.. FUHLI W,'A'S I YNIC7A,t ` Ft)VL Y MAIN _ NL GA.TF ";"LVE MIND. ML S D 1F PLf W'NFi prri0. - f dY Jr: IP t 4/2007 C- Top View operating out \ —Limits of payment - Point Hydrant Weather shield Sun Yellow High ad Hydrant Lock Grads Enamel Gannet p13512 , 21/,"Hese connector with threads - — Steamer connection With w'I5 NST fhraods k 6' Storz adapter f, o� Style 5-37 w/SO so, To lhtrench depth 81 Standpipe - 3' Minimum Each Pipe Joint 6 #1106 EBAA Iron, Inc. Meant.a HYDRANT OFFSET ,- 500 valva box and Valve Stam retail - 6 -11 i Ground 6" Flanged fire hydrant fee 7.4h 6" Class 52 ductile lengt Iron A pipe cu} to length ' 6" gate valve, FL X MJ See note belowVarlesA16" concrele block hoep of droln ring housingplcstic barrier between woshetl rock as shown •hrusl block and }ee xseeo11 mil. plastic or Con- struction fabric, covering 2" washed rock ss cordite thrust block 1. Hydrants shall be located in castplace against accordance with Section 6.060. fitting only In addition, minimum Three loot radius unobst fad working area shall ... be Provided around allrants. 2. Hydrants shall he Dresser, M ",It H CITY OF YELM, WASHINGTON Repent style 929, Clow Medallion or DEPT. OF PUBLIC WORKS American AVK Series 2780 of Mueller Centurion FIRE HYDRANT 3. Gate valves shall , res VON.1loof end. NRS with i ring seals. Valve ends shall be Mechonlcal joint by ANSI flanges. Va1Ves shall conform to AWWA 509-80. apapownk"- _ D'N6 NO Valves hall be Mueller MRH, Kennedy, l: CC Clow R/W or Walefous Series 300. PUBLC WORKS DIRECTOR pA-r 6- 7 4. Fire Hydrant lock payment is required PEs. DWN. ChD. DATE city will order and install. E. JEG TP 4/2007 Aff'F P FFD AS NOTED THURS 10N YELM LDS CHURCH IMPROVEMENTS PROJECT COON (Y PUBLIC WORKS THUR5TON COUNTY, WA. BY, _____-- DATE. - UTILITY DETAIL SHEET expires 2 years from acceptance date PROJECT #: 2007104764 WASHINGTINGT ONN 0 STATE PLANE COORDINATE 5't5TEM VERTICAL DATUM NAD 83,51, SOUTH NGVD 29 ZONE4602 TC RTC POINT 838 DRAWING C4.4 ADDITION 24" R15ER �PROP05ED ACCESS GRADE r R15ER (TYP.) 6' PVC 18• MIN. 5TORAGE VOL 1,032.50 GAL '25"- �-- ----- --- - 88• L DETENTION VOL 4' 550 2,581.50 GAL. r 4' TOTALS: 3000 GAL. (LIQUID VOLUME) STORAGE VOL. = 1,032.50 GAL. YELM 5TEP TANK MFG. BY EVERGREEN DETENTION VOL. = 2,581 .50 GAL. PRECAST, INC. WITH H-20 RATED UD. WORKING VOL. = 211.20 GAL. TOTAL VOLUME PROVIDED = 3,614 GAL. @-�ISTLEP TANK DETAIL SCALE: N.T.S. 30" R15EP SAW CUT OR APPROVED EQUAL CUT TO BE UNIFORM AND VERTICAL (SEAL JOINT W1 AR4000 AND SAND, TACK EDGE OF CUT PRIOR TO PLACING NEW ASPHALT) EXISTING GROUND LINE RESTORATION LIMITS OR SUBGRADE. MINIMUM 3'-0' 6" s" � EXISTING SURFACING. (TYP.) 8° GRAVEL BASE MIN. - COMPACTED DEPTH z y (UNLESS OTHERWISE DETERMINED) �� .. /�� 3" MIN. COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT CLASS B OR MATCH EXIST IF Y `s.� MEETING STD. SPEC, 9-03.19-�- 11-1/4' BENC > ( ) DIAMETER 6" MIN_ *2° CRUSHED SURFACING TOP SEE NOTE 3 BELOW -- OR TEL COURSE MIN. COMPACTED DEPTH 31600 2.000 MEETING STD. SPEC. 9-03.9(3) BEDDING MATERIAL MEETING STD. %/ �. 4' MIN. SPEC 9-03.15 PLACED IN 4' LIFTS AND COMPACTED TO 95% MAX. DENSITYV� 4,400 2,300 1,200 5000 8" (REO'0 FOR SEWER, WATER AND GAS ONLY) 7,700 COT SHALL BE PLACED FROM THE TOP OF 2,000 VARIABLE THE UTILITY TO BOTTOM OF ASPHALT. TRENCH DETAIL TRENCH RESTORATION NOTES: NO SCALE L ALL REFERENCES TO STD. SPECS. SHALL BE IN ACCORDANCE W/ W.SD.O.T. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 1994 EDITION, 2. ALL ROADWAY CROSSINGS SHALL BE PUSHED UNLESS DETERMINED BY THE COUNTY ENGINEER THAT PUSHING CANNOT BE ACHIEVED, 3. RESTORATION SHALL BE IN ACCORDANCE WITH ONE Of THE FOLLOWING: X CONTROLLED DENSITY BACKFILL, COF, WILL BE REQUIRED AS A BACKFILL MATERIAL; OR B. SELECT BACKFILL MEETING THE REQUIREMENTS OF THE SID. SPEC. 9-03.12(1)6 COMPACTED TO 95% DENSITY AND PIACED IN A MAXIMUM 12' LIFTS. WRIHEN VERIFICATION OF COMP ACTON, BASED UPON ACCEPTABLE TESTING METHODS, AND PLACEMENT OF THE BACKFILL WILL BE REQUIRED; OR G NATIVE MATERIAL MAY BE USED AS BACKFILL MATERIAL WHEN STANDARD ACCEPTABLE TESTS SHOW THE MATERIAL MEETS THE REQUIREMENTS AS SPECIFIED ABOVE - 4. ALL PATCHES SHALL BE ROLLER COMPACTED. STEEL WHEEL ROLLERS SHALL BE NO WIDER TITAN TRENCH PATCH WIDTH. 5. ALL LONGITUDINAL CUTS WITHIN THE PAVEMENT SHALL REQUIRE A FULL LANE OVERLAY AND MAY REQUIRE GRINDING AT THE COUNTY INSPECTOR'S DISCRETION - ;r ALARM HIGH LEVEL LAG ON LAG OFF LEA OLEADN ALARM LOW LEVEL THUNSTON COUNTY ROADS AND TRANSPORTATION SERVICES DEVELOPMENT REVEW ROADWAY STANDARDS SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 3' x 3' x 4' LASS 3000 CONCRETE PAD 5 OUTSIDE PAVED AREA TRACER WORE 1- SEAL WITH AR4000W ACP - , Its=OSI CSTC-, 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY 12 RECESSED HANDLE TYPE 7-- COVER T �--7INLAND FOUNDRY #248 6 3/4 __7VALVE BOK WITH 10 8 3/A" / "WATER" CAST IN LID 1 I / OR OECD 910 SECTION I ? -7 ' _. .___ _. \ l..>..,....,. IIs 5' 10" OR 18" �-6- SDR 21 PVC PIPE w rv�iL°i CONFORMING TO ASTM o I 3034. HIS PIPE TO BE PLUMB AND CENTERED 1 OVER VALVE STEM. z �I. S n _ `~ REOUESTEM RISER R MAX. 36" IS EXCEEDED (LENGTH VARIES) NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, 1 ---GATE VALVE SHOWN -SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES, VALVE STEM EXTENSION LEGEND u VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT, CITY 0= YELM, WASHINGTON © 3/15" Thk x 5 1/5' DIA STEEL DEP-. SOF P,TBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD OO 2"X2"X 3/16" SQUARE STRUCTURAL v STEEL TU31NG TD FIT OPERATING VALVE BONY NUT. LENGTH AS REQUIRED. APIHtOV pµ0. NO. N ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC DIRECTOR DATE 6-11 FILLET WELD ALL AROUND. DES. DWT+- CKD. DATE Fc xc m 4IX THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BENC DEAD END DIAMETER 4" DIAMETER SCHEDULE OR TEL 4" 31600 2.000 1.000 500 2,600 6" 8,000 4,400 2,300 1,200 5000 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 30,800 16" 57,000 SOAD0 15,700 7,900 l 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH, FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE ' 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS -' 3000 LB/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNOER ALL CONDITIONS DF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH DP COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER SOIL CITY OF YELM, WASHINGTON -SQUARE Fool DEPT, OF PUBLIC WORKS MUCK, PEAT 0 SOFT CLAY 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3.000 SAND & GRAVEL 4,000 Es _F wc. xD. CEMENTED WITH CLAY PUBLIC WORKS DIRECTOR DATE 6-14 HAR_. D SHALE 10,000 BEs. ES CKD. TP 4/2DATE .. D07 4" SCHEDULE 40 STEEL OR - REINFORCED CONCRETE MARKER POST STAMPED WITH "W" AND DISTANCE TO VALVE POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTD00 OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR . CEMENT CONCRETE CLASS I L_ 4 v v V SIDE FRONT VALVE MARKER POST RESTORATION DEPTH TRATE TAPE 12' TO 18' MO& 'wKIES �� / THE FINAL 6RADF. TRACER KFRE (VE GENERAI TRENCH RACKFKL j / VIA TER NO IES NO. 7) SEE NOTE 1, 2, 3 BEDDING MATERIAL SEE NOTE 4 UNDISRMTDED SOK NOTES- t. A MINIMUM :OVER Or 3.5' SHALL BE MAiNTAMLED. EXCEPT AS REQUIRED AI COMAEG UM PONTS. 2 NATIVE BACKFILL SPALL 'ONSIST OF CRUSHED, PROCESSED. OR NATURALLY OCCJRRING •'RANGLAR MATEP.iAL. 11 STALL BE ESSENnALLY FREE FROU VARIOUS TWES OF KOCV WASTE OR 07i'm EXTRANEOUS GR OBJECTIONABLE MATERIALS .F SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE NA' R MLL COMPACT READILY CDVPACT. 3. N477VE TRENCH BACKFLL .MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXiMLW AGCdtEGATE SHALL IS G-INCkES, HPE BEOa%O MATERIAL SHALL BE SAND OR 07WER CITY APPITOVED E AL. NO WCL KF A,LONFC lWND:IT WRITTEN AUIMOYZAROY iFROM NE CITY Or YELM 5. VIMERE NATIVE MA:cRIALS HAVE BEEN DEEMED DIJA:ClRNTABLE BY THE CLAY. THENGN BACKFII SHALL MEET THE WSLOT S'ANVAHO SFECI CAIIONS FOI THE PIPE TYPE BEING 5PECIIIED. CITY OF YELM, WASHINGTON D=PT. CF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRD' DWG. N0. PUBLIC WORKS CIREC'DR DATE 6 -15 OEs.UWT1. CKD. DATE Fs JCG TP 4/2007 1 TOP j VIEW TOP �IEW TOP VIEW 7 WYE i I I rLi 1 1 u. SIDE VIEW r Nc SIDE VIEW \ "^' s1DE vlEw TEE CROSS GATE VALVE HORIZ. REND Ro> 0 / I .•1YJ � Y/.Ic l TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG - PLUGS y' 45' - 90' VERTICAL BEND NOTES: STANDARD B 1. CONCRETE THRUST BLOCKING TO BE LOCKING DETAIL POURED AGAINST UNDISTURBED EARTH. D 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS At FITTINGS. APPROVEZ DWG. No 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM [E� 6-j 3 DIAMETER. PUBLIC WORKS DIRPrTOR DATE DES, DWT. CKD. GATE FS .Ec m 4/2007 PLASTIC OR CONCRE BOX 12- Y.N. L Ic GRAVEL BASE MATERML LIST: 12" THICK 1. SERVICE LINE 2. 9O- REND 3. UNION 4. NIPPLE 5. SHUT-OFF VALVE 6. CHECK VALVE (U.S.H.S. APPROVED) 7. RELIEF VALVE R. TESTS COCKS 9. DRAIN TO DAYLIGHT iDPLUG3 IN TEST ACKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B- DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION &110 FOR FURTHER NxORYAgDN. i DDO NOT INSTALL IN AREA SUBJECT TO FLOODING. 3LAN PROFILF YW TOe- UIL01 6 OR IRRIGATION SYSTEM DEPT. OF PUBLIC 'WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER Pe"Ell,- DCWG. N0. 11LIC WORKS DIRECTOR DATE 6-17 OWN. CKD. DAZE KR JEG R, 4/2007 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 I� 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN I- COIAMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE NOTE: 1, LOCATE POSTS 3' FROM HYDRANT 3. DO NOT BLOCK HYDRANT PORTS 1 2_ PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE 1 ENAMEL (SAME COLOR AS HYDRANT- ` a; SEE DETAIL 5-7) � � a a' 2 . CITY OF YET M, 'WASHINGTON CEMENT CONCRETE ¢-- o-- -_ DEPT. OF PUBLIC WORKS CLASS 3000 " _ ' ° VALVE MARKER POST & I- v �I HYDRANT BOLLARD DETAIL AHP' 11. NO. HYDRANT BOLLARD �(�' 6-12 RIHLIC WORKS DrECTOR DATE - DES. OWN. CKD. DATE ES I JEG I ro 4/2007 RESTORATION DEPTH TRATE TAPE 12' TO 18' MO& 'wKIES �� / THE FINAL 6RADF. TRACER KFRE (VE GENERAI TRENCH RACKFKL j / VIA TER NO IES NO. 7) SEE NOTE 1, 2, 3 BEDDING MATERIAL SEE NOTE 4 UNDISRMTDED SOK NOTES- t. A MINIMUM :OVER Or 3.5' SHALL BE MAiNTAMLED. EXCEPT AS REQUIRED AI COMAEG UM PONTS. 2 NATIVE BACKFILL SPALL 'ONSIST OF CRUSHED, PROCESSED. OR NATURALLY OCCJRRING •'RANGLAR MATEP.iAL. 11 STALL BE ESSENnALLY FREE FROU VARIOUS TWES OF KOCV WASTE OR 07i'm EXTRANEOUS GR OBJECTIONABLE MATERIALS .F SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE NA' R MLL COMPACT READILY CDVPACT. 3. N477VE TRENCH BACKFLL .MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXiMLW AGCdtEGATE SHALL IS G-INCkES, HPE BEOa%O MATERIAL SHALL BE SAND OR 07WER CITY APPITOVED E AL. NO WCL KF A,LONFC lWND:IT WRITTEN AUIMOYZAROY iFROM NE CITY Or YELM 5. VIMERE NATIVE MA:cRIALS HAVE BEEN DEEMED DIJA:ClRNTABLE BY THE CLAY. THENGN BACKFII SHALL MEET THE WSLOT S'ANVAHO SFECI CAIIONS FOI THE PIPE TYPE BEING 5PECIIIED. CITY OF YELM, WASHINGTON D=PT. CF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRD' DWG. N0. PUBLIC WORKS CIREC'DR DATE 6 -15 OEs.UWT1. CKD. DATE Fs JCG TP 4/2007 1 TOP j VIEW TOP �IEW TOP VIEW 7 WYE i I I rLi 1 1 u. SIDE VIEW r Nc SIDE VIEW \ "^' s1DE vlEw TEE CROSS GATE VALVE HORIZ. REND Ro> 0 / I .•1YJ � Y/.Ic l TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG - PLUGS y' 45' - 90' VERTICAL BEND NOTES: STANDARD B 1. CONCRETE THRUST BLOCKING TO BE LOCKING DETAIL POURED AGAINST UNDISTURBED EARTH. D 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS At FITTINGS. APPROVEZ DWG. No 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM [E� 6-j 3 DIAMETER. PUBLIC WORKS DIRPrTOR DATE DES, DWT. CKD. GATE FS .Ec m 4/2007 PLASTIC OR CONCRE BOX 12- Y.N. L Ic GRAVEL BASE MATERML LIST: 12" THICK 1. SERVICE LINE 2. 9O- REND 3. UNION 4. NIPPLE 5. SHUT-OFF VALVE 6. CHECK VALVE (U.S.H.S. APPROVED) 7. RELIEF VALVE R. TESTS COCKS 9. DRAIN TO DAYLIGHT iDPLUG3 IN TEST ACKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B- DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION &110 FOR FURTHER NxORYAgDN. i DDO NOT INSTALL IN AREA SUBJECT TO FLOODING. 3LAN PROFILF YW TOe- UIL01 6 OR IRRIGATION SYSTEM DEPT. OF PUBLIC 'WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER Pe"Ell,- DCWG. N0. 11LIC WORKS DIRECTOR DATE 6-17 OWN. CKD. DAZE KR JEG R, 4/2007 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 REPLACE 005TING PLASTIC CROSSWALK UNE5 DAMAGED DUE TO INSTALLATION Of SANITARY 5EWER UNE RE X 4" ( 2" x 8" (T` GROW "DIA. BREAKAW< FEATURE DRILLED PARALLEL TO SIGN FACE F POST SI2 EXCEEDS 4" X 4' SEE W S.O.O.T. ST PLAN DETAIL G-4, POST DETAIL BREA FEATURE. (TYP.) EXISTING SC OR GRAV I IXISTING STOP BAR UNE 5TA 0+64.87. I OAT LT STA 2+ 17.06, 4.09 LT / BEGIN TAPER 5TA 0+64.64, 10. 17' LT BEGIN DOUBLE YELLOW CENTERUNE — — — — — — -- — — — ----------- ---- R= 123.0 r5TA 1+35.79. 4.90 RT SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON ___-T_-___ -- --------------- ----- - 5TA 1 +55.77, 0.50 LT TYPE 2L PLASTIC TRAFFIC ARROW PER W5DOT 5TD. PLAN 24.40-01 5TA I +06.13, 2.32' LT TYPE 2L PLASTIC TRAFFIC ARROW ' PER W5DOT 51ED. PLAN 24.40-01 Z OI Q z MATCH EXISTING CENTERUNE ^�---- -- ----- -d�-- --- - ------ _.__-----dl--------------..----da--5TA 11+94.76. 3. IT LT — — — — 10+ C\ (� ____ d3 . . . _____ __ d3 w O I -- - - - - - -- -- --- -_ - _. zU- .�x x ., x ., x - _>------------------- - - -- - - _--------- - - -- ,.. . _. �. . U O STA 9+05.32 STA I I +93.66 co INSTALL TYPE 3 BARRICADE IN5717ALL TYPE 3 BARRICADE Q Q I SEE DETAIL BELOW 5EE DETAIL BELOW �w IJ N - 12' MAX. O.C. A, JED YR) Z NOTES: N.T.S. o z in 0 STA 2+84.09, 3.52' LT STA 3+42.76, 0.83' LT O N Q 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, END TAPER I Q v � � n - n -- x ;� 2. THE ENTIRE AREA OF RED AND WHITE STRIPES :AWAY� SHALL BE REFLECTORIZED50 AS BE VISIBLE �� M f�aM POUR MOSPH DI UNDER NORMAL ATMOSPHERIC CONDITIONS FROM �IQO A MINIMUM DISTANCE OF 1,000 FEET WHEN L_ L ILLUMINATED BY THE LOW BEAMS OF STANDARD --5+00 --------- —---- ---- V1 ll AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS 00 6+00 I GRID IB r eWYMac _-. -_..-a]—".__.-._ _____ ________d3 .__ ______..____—__-___-d3. T _______ ____ T _I _______ ________.d3 ______ _ W (� 3. BARRICADE SECTION SHALL EXTEND TO LIMITS OF F. THE PAVED SURFACE. _JU � Y ---- -- 4. CONSTRUCT BARRICADE PER MITI TYPE 3, SECTIONF 6C-8. PERMANENT BARRICADE LnaQUPT.i ws-ss.Dws i I Q DOUBLE YELLOW CENTERLINE 4' SPACING (TYP.) 4y w w Z OI Q z MATCH EXISTING CENTERUNE ^�---- -- ----- -d�-- --- - ------ _.__-----dl--------------..----da--5TA 11+94.76. 3. IT LT — — — — 10+ C\ (� ____ d3 . . . _____ __ d3 w O I -- - - - - - -- -- --- -_ - _. zU- .�x x ., x ., x - _>------------------- - - -- - - _--------- - - -- ,.. . _. �. . U O STA 9+05.32 STA I I +93.66 co INSTALL TYPE 3 BARRICADE IN5717ALL TYPE 3 BARRICADE Q Q I SEE DETAIL BELOW 5EE DETAIL BELOW �w IJ N - 12' MAX. O.C. A, JED YR) P.) NOTES: N.T.S. o z in O N ID LINE— 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, N PER THE MUTCO, AT AN ANGLE OF 45' i0 CURB). - d 2. THE ENTIRE AREA OF RED AND WHITE STRIPES :AWAY� SHALL BE REFLECTORIZED50 AS BE VISIBLE �� M f�aM POUR MOSPH DI UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN L_ L ILLUMINATED BY THE LOW BEAMS OF STANDARD - AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS &MINE 6 M1rE f r -r I L b wMII1BMFA � rn anFr. I TYPE PSRIRRRIT) TRAFFIC ARROW AR L IWOE OF TYPE IDL Tni ARRUCEDSC LE OI taN01M, AT REDUCID tF.Alp YMIw,OAREA t' -f I aOJ tIQfT. �LRUIME E F I NI � 91JP&E K TYPETRAFFIC ARROW 1107E tlse Ow tR1wWom IIII on INS plan for OWN type Trdk Am= being placed on Im1VIay5 with a posbad Spaao IML of b MON or low. TYPE 391 TRAFFIC ARROW luvoUNN AREA f UQUIT. TYPE TSR 000" TRAFFIC ARROW IaRRdi111— OF TYPE SISLTIUFFlCMROIY (sNom AT REd,�D aOALE) r -r r -o- S,Mplr t r LsveNE a E TYPE 49 TRAFFIC ARROW 1F-ELUM'F I VB SYMBOL MARRMOS TRAFRC ARROWS FOR LOW SPEED ROADWAYS STANDARD PLAN 0424.40A7 &%E£T, OF R BNEET& APPROVm EOR Pea110P110N MarmidltoI/No 051"-" aPm SwerEaM. tr ar.r..aT�..P.r.. m STRIPING NOTE: CONTRACTOR 5HALL DOCUMENT ALL IXISTING STRIPING AND CHANNEUZATION PRIOR TO CONSTRUCTION AND RE5TORE TO 5AME AT COMPLETION OF CON5TRUCTION. CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES. 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 NOTES: N.T.S. -I ? 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, N PER THE MUTCO, AT AN ANGLE OF 45' i0 CURB). - d 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED50 AS BE VISIBLE f�aM POUR MOSPH DI UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ? ILLUMINATED BY THE LOW BEAMS OF STANDARD - AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS I GRID IB r eWYMac FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. S 3. BARRICADE SECTION SHALL EXTEND TO LIMITS OF F. THE PAVED SURFACE. Y 4. CONSTRUCT BARRICADE PER MITI TYPE 3, SECTIONF 6C-8. PERMANENT BARRICADE LnaQUPT.i ws-ss.Dws i t• -r i t' -F /ELIP&E A' IDBB 4y 1F ^ EWPSE 9'AI08 G TYPE ffiL(LEFf)TtAFFICARROW 1107E tlse Ow tR1wWom IIII on INS plan for OWN type Trdk Am= being placed on Im1VIay5 with a posbad Spaao IML of b MON or low. TYPE 391 TRAFFIC ARROW luvoUNN AREA f UQUIT. TYPE TSR 000" TRAFFIC ARROW IaRRdi111— OF TYPE SISLTIUFFlCMROIY (sNom AT REd,�D aOALE) r -r r -o- S,Mplr t r LsveNE a E TYPE 49 TRAFFIC ARROW 1F-ELUM'F I VB SYMBOL MARRMOS TRAFRC ARROWS FOR LOW SPEED ROADWAYS STANDARD PLAN 0424.40A7 &%E£T, OF R BNEET& APPROVm EOR Pea110P110N MarmidltoI/No 051"-" aPm SwerEaM. tr ar.r..aT�..P.r.. m STRIPING NOTE: CONTRACTOR 5HALL DOCUMENT ALL IXISTING STRIPING AND CHANNEUZATION PRIOR TO CONSTRUCTION AND RE5TORE TO 5AME AT COMPLETION OF CON5TRUCTION. CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES. 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838