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2020.0110.PR0003 9339_Cruz_Civil Plan Set-Sheets 8-15_3-12-20GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP IN S.R.507 RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND CITY OF YELM PUBLIC ROAD STANDARDS. 2. IT WILL BE THE APPLICANT'S OR HIS AGENT'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES TO COORDINATE CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE APPLICANT AND MUST BE IN ACCORDANCE WITH THE STANDARDS OF THE CITY. 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE APPLICANT OR HIS CONTRACTOR SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 4. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY CITY OF YELM PUBLIC WORKS ENGINEERING SECTION PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 5. UPON COMPLETION OF THE PROJECT'S STORM DRAINAGE SYSTEM, A "ENGINEER'S INSPECTION REPORT," SIGNED AND STAMPED BY A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON, MUST BE SUBMITTED TO THE PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF A FINAL OCCUPANCY PERMIT AND PRIOR TO RELEASE OF ANY FINANCIAL GUARANTEE POSTED BY THE APPLICANT. 6. THE CONTRACTOR SHALL NOTIFY THE APPLICANTS ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THESE PLANS. BEFORE WORKING IN THE S.R.507 RIGHT-OF-WAY, THE APPLICANT SHALL: A. OBTAIN A GENERAL PERMIT FROM THE CITY. B. SUBMIT A FINANCIAL GUARANTEE TO THE CITY TO ASSURE SATISFACTORY COMPLETION OF THE WORK. C. PROVIDE PROOF OF LIABILITY INSURANCE IN AN AMOUNT REQUIRED BY THE CITY. 7. ISSUANCE OF A SITE DEVELOPMENT PERMIT BY CITY OF YELM DOES NOT IMPLY OR SIGNIFY THAT THE PROPOSED WORK COMPLIES WITH THE REQUIREMENTS OF OR IS ALLOWED BY OTHER CITY ORDINANCES, REGULATIONS, OR REQUIREMENTS, OR STATE OR FEDERAL LAWS. APPLICANT WILL ACCEPT SOLE RESPONSIBILITY AND LIABILITY FOR COMPLIANCE WITH ALL STATE, FEDERAL, AND LOCAL RULES, REQUIREMENTS, LAWS, ORDINANCES, AND REGULATIONS. 8. THE SITE DEVELOPMENT PERMIT MUST BE POSTED BY THE DEVELOPER AT THE DRIVEWAY LOCATION FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. THE DEVELOPER WILL BE RESPONSIBLE FOR THE WEATHERPROOFING OF THE PERMIT POSTINGPPARATUS AND D MAINTENANCE. 9. A SITE DEVELOPMENT PERMIT SHALL BE VALID FOR TWO YEARS FROM THE DATE OF APPROVAL BY THE CITY. A ONE-YEAR EXTENSION MAY BE GRANTED IF DEEMED APPROPRIATE BY THE CITY. 10. THE CITY IS AUTHORIZED TO MAKE INSPECTIONS AND TAKE SUCH ACTIONS AS REQUIRED TO ENFORCE THESE REGULATIONS, THE CITY REPRESENTATIVE SHALL PRESENT PROPER CREDENTIALS AND MAKE A REASONABLE EFFORT TO CONTACT THE PROPERTY OWNER BEFORE ENTERING ONTO PRIVATE PROPERTY, 11. SHOULD THE CITY BECOME AWARE OF CONDITIONS THAT INVALIDATE THE ORIGINAL DESIGN DATA USED TO OBTAIN THE PERMIT OR DETERMINE THAT THE APPLICANT IS NOT COMPLYING WITH THE CONDITIONS OF THE PERMIT OR APPROVED PLANS, THE CITY MAY REVOKE THE ORIGINAL PERMIT AND/OR ORDER WORK STOPPED ON THE PROJECT, THE CITY MAY REQUIRE THE APPLICANT TO RESUBMIT INFORMATION OR PLANS FOR REVIEW AND APPROVAL AND APPLY FOR A NEW PERMIT. 12. THE ENGINEER MUST BE CALLED FOR INSPECTION OF THE STORM DRAIN SYSTEM BEFORE THE DRAIN SYSTEM IS BACKFILLED. 13. ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE APPLICANT UNTIL FINAL ACCEPTANCE BY THE CITY. 14. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 15. THE ENGINEER SHALL BE NOTIFIED 48 HOURS BEFORE CONSTRUCTION IS STARTED. 16. SLOPES ARE TO BE STABILIZED TO PREVENT EROSION. IN CASE EROSION OCCURS ON CUT OR FILL SLOPES OR IN DITCHES, LINING IS TO BE PROVIDED AS SPECIFIED ON THESE PLANS OR AS REQUESTED BY THE ENGINEER. 17. ALL MATERIALS AND WORKMANSHIP FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND WASHINGTON STATE CHAPTER OF THE A.P.W.A. 18: ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THESE PLANS. WHERE CONFLICTS OCCUR, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 19. PREPARATION OF SUBGRADE SHALL CONFORM TO SECTION 2-06 OF THE STANDARD SPECIFICATIONS. IF UNSUITABLE MATERIAL IS ENCOUNTERED, IT SHALL BE REMOVED AND REPLACED WITH A SIX (6) INCH MINIMUM COMPACTED DEPTH OF BANK RUN GRAVEL, 20. WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING, OVERLAY AND FEATHER NEW PAVEMENT TO PROVIDE A SMOOTH TRANSITION FROM EXISTING TO PROPOSED PAVING. APPLY TACK COAT TO ENSURE PROPER BONDING. 21. CONTRACTOR IS TO TAKE NECESSARY STEPS TO CONTROL DUST DURING CONSTRUCTION IN DRY MONTHS. DUST CONTROL MAY REQUIRE PERIODIC WATERING OF SITE. 22. BANK RUN GRAVEL FOR TRENCH BACKFILL SHALL MEET THE REQUIREMENTS OF SECTION 9.03.12(2) OF THE STANDARD SPECIFICATIONS, EXCEPT THAT THE GRADATION SHALL BE MODIFIED AS FOLLOWS: PASSING QUARTER -INCH SQUARE OPENING, 25 TO 50 PERCENT. 23. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH, THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF SECTION 2-09.3(3)6, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 24. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY AND ALL RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 25. IT WILL BE THE APPLICANTS'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES IN ORDER TO ASSURE THAT ALL LINES, PIPES, POLES AND OTHER APPURTENANCES ARE PROPERLY LOCATED AND THEIR INSTALLATION IS COORDINATED WITH THE ROAD CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE APPLICANT AND MUST BE IN ACCORDANCE WITH STANDARDS ADOPTED BY THE CITY PRIOR TO ROAD ACCEPTANCE. THE UNDERGROUND UTILITIES CENTER LOCATION NUMBER IS 1-800-424-5555. 26. MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED PLAN SET. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE CRUZ DEVELOPMENT I SEC. 29, TVVN. 17 N., RNG. 2 E., W.M. PERMANENT SEEDING NOTES 1. FOR LANDSCAPING AREAS, SEED MIXTURE BY WEIGHT SHALL BE 70% PERENNIAL RYE AND 30% CHEWING FESCUE APPLIED AT THE RATE OF 120 LBS. PER ACRE. 2. FOR INFILTRATION PONDS (BOTTOM TO TOP OF POND), SEED MIXTURE BY WEIGHT SHALL BE 45% DWARF TALL FESCUE, 30% DWARF PERENNIAL RYE, 20% RED FESCUE AND 5% COLONIAL BENTGRASS APPLIED AT THE RATE OF 120 LBS. PER ACRE. 3. THE OPTIMUM SEEDING WINDOWS FOR WESTERN WASHINGTON ARE APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 1. 4. BETWEEN JULY 1 AND AUGUST 30 SEEDING REQUIRES IRRIGATION UNTIL 75% GRASS COVER IS ESTABLISHED. 5. BETWEEN OCTOBER 1 AND MARCH 30 SEEDING REQUIRES A COVER OF MULCH WITH STRAW OR AN EROSION CONTROL BLANKET UNTIL 75% GRASS COVER IS ESTABLISHED. 6. IN GENERAL, 10-4-6 N -P -K SLOW-RELEASE FERTILIZER CAN BE USED AT A RATE OF 90 LBS. PER ACRE. SOIL TESTING SHOULD BE CONDUCTED TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. 7. HYDROSEED APPLICATIONS SHALL INCLUDE A MINIMUM OF 1,500 LBS. PER ACRE OF MULCH WITH 3% TACKIFIER, SOIL PRESER VA TION AND AMENDMENT NOTES 1.SOIL PRESERVATION AND AMENDMENT REQUIREMENTS HELP TO REGAIN GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDE INCREASED TREATMENT OF POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION, AND MINIMIZE THE NEED FOR SOME LANDSCAPING CHEMICALS (THUS REDUCING POLLUTION THROUGH PREVENTION). 2. IMPLEMENTATION OPTIONS: (MORE THAN ONE METHOD MAY BE USED) 1)SOIL RETENTION: IN AREAS WHERE MINIMAL EARTHWORK MAY BE APPLIED, EXISTING TOPSOILS SHALL BE LEFT IN PLACE TO THE GREATEST EXTENT FEASIBLE AND SHAPED OR FEATHERED ONLY WITH TRACKED GRADING EQUIPMENT NOT EXCEEDING 650 POU DS/SQ. FT. MACHINE LOADS. 2) SOIL AMENDMENT: IF SOIL RETENTION AND PROTECTION IS NOT FEASIBLE, DISTURBED SOIL MUST BE AMENDED. SOIL ORGANIC MATTER IS OFTEN MISSING FROM DISTURBED SOILS, THEREFORE, REPLENISH ORGANIC MATTER BY AMENDING WITH COMPOST. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY, OR ENGINEERED AS STRUCTURAL FILL OR SLOPE MUST, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: I. A TOPSOIL LAYER MEETING THESE REQUIREMENTS: A) TURF AREAS: PLACE 1.75 INCHES OF COMPOST AND TILL IN TO AN 8 INCH DEPTH. B) PLANTING BEDS: PLACE 3 INCHES OF COMPOST AND TILL IN TO AN 8 INCH DEPTH. C) A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE ORIGINAL UNDISTURBED SOIL. 3.A MINIMUM DEPTH OF 8 INCHES. ii. SCARIFY (LOOSEN) SUBSOILS BELOW THE TOPSOIL LAYER AT LEAST 4 INCHES FOR A FINISHED MINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED SOIL. INCORPORATE SOME OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. M. FOR TURF INSTALLATIONS, WATER OR ROLL TO COMPACT TO 85% OF MAXIMUM DRY DENSITY, RAKE TO LEVEL, AND REMOVE SURFACE WOODY DEBRIS AND ROCKS LARGER THAN 1 INCH DIAMETER. IV. AFTER PLANTING, MULCH PLANTING BEDS WITH 2 TO 4 INCHES OF ORGANIC MATERIAL SUCH AS ARBORIST WOOD CHIPS, BARK, SHREDDED LEAVES, COMPOST, ETC. DO NOT USE FINE BARK AS IT CAN SEAL THE SOIL SURFACE. V. USE COMPOST AND OTHER MATERIALS THAT MEET THE COMPOST SPECIFICATION FOR BIORETENTION. SEE BIORETENTION SOIL MIX NOTES. 3) SOIL STOCKPILING: IN ANY AREAS REQUIRING GRADING, REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ONSITE IN A DESIGNATED, CONTROLLED AREA, WHICH IS NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. REAPPLY TO NON -IMPERVIOUS AREAS WHERE FEASIBLE. STOCKPILED SOIL SHALL BE REPLACED IN LIFTS NO GREATER THAN 1 FOOT DEEP AND COMPACTED BY ROLLING TO A DENSITY THAT MATCHES EXISTING CONDITIONS. 4) IMPORTING SOIL: THE APPROVED RATES FOR IMPORTED TOPSOILS ARE: I. FOR PLANTING BEDS USE A MIX BY VOLUME OF 35% COMPOST WITH 65% MINERAL SOIL TO ACHIEVE THE REQUIREMENT OF A MINIMUM 8% (TARGET 10%) ORGANIC MATTER. ii. FOR TURF AREAS USE A MIX BY VOLUME OF 20% COMPOST WITH 80% MINERAL SOIL TO ACHIEVE THE REQUIREMENT OF A MINIMUM 4% (TARGET 5%) ORGANIC MATTER. 3.INSTALL SOIL PRESERVATION AND AMENDMENT REQUIREMENTS TOWARD THE END OF CONSTRUCTION, AND ONCE ESTABLISHED, PROTECT FROM COMPACTION AND EROSION. CITY OF YELM STANDARDS FOR PARKING LOT CONSTRUCTION A. MATERIALS AND WORKMANSHIP. MATERIALS AND WORKMANSHIP FOR ALL PARKING LOT CONSTRUCTION REGARDLESS IF A PARKING LOT CONSTRUCTION PERMIT IS REQUIRED, MUST COMPLY WITH CITY ADOPTED STANDARDS AND SPECIFICATIONS. PARKING LOT SURFACING MATERIALS SHALL SATISFY THE REQUIREMENT FOR A PERMANENT ALL-WEATHER SURFACE. ASPHALT CONCRETE PAVEMENT AND CEMENT CONCRETE PAVEMENT SATISFY THIS REQUIREMENT AND ARE APPROVED MATERIALS. GRAVEL SURFACES ARE NOT ACCEPTABLE OR APPROVED SURFACE MATERIAL OMB TYPES. E COMBINATION GRASS/PAVING SYSTEMS ARE APPROVED MATERIALS TYPES, HOWEVER, THEIR USE REQUIRES SUBMITTAL OF AN OVERALL PARKING LOT PAVING PLAN SHOWING THE LIMITS OF THE GRASS/PAVING SYSTEM SAND A DESCRIPTION OF HOW THE SYSTEMS WILL BE IRRIGATED AND MAINTAINED. IF THE PUBLIC WORKS DIRECTOR DETERMINES THE GRASS/PAVING SYSTEM IS NOT APPROPRIATE FOR THE SPECIFIC APPLICATION, ALTERNATE APPROVED SURFACING MATERIALS SHALL BE UTILIZED. B. OTHER TYPES OF SURFACING MATERIALS WILL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION. C. NON-COMPLIANCE--REMOVAL--LIEN. IN THE EVENT THAT THE CONSTRUCTION COVERED UNDER THIS SECTION IS NOT PERFORMED IN ACCORDANCE WITH THE ESTABLISHED SPECIFICATIONS AND THE CONSTRUCTION IS NOT CORRECTED AS DIRECTED BY THE CITY ENGINEER, SUCH CONSTRUCTION MAY BE REMOVED AND/OR CORRECTED BY THE CITY. UPON THE FAILURE OF THE OWNER TO TAKE SUCH CORRECTIVE STEPS AS OUTLINED WITHIN THIRTY DAYS IF NOTICE IN WRITING BY THE CITY ENGINEER, COSTS OF SUCH REMOVAL AND/OR CORRECTION OR RECONSTRUCTION AS PERFORMED BY THE CITY SHALL BE CHARGED TO THE OWNER OF THE REAL PROPERTY INVOLVED AND ,SHALL BECOME A LIEN AGAINST THE PREMISES UNTIL PAID. D. PARKING AREA CONSTRUCTION SHA✓_L INCLUDE: 1. SURFACING. ALL PARKING AREAS SHALL BE SURFACED WITH ASPHALT, CONCRETE OR SIMILAR PAVEMENT $O AS TO PROVIDE A PERMANENT ALL- WEATHER SURFACE THAT IS DURABLE AND DUST -FREE AND SHALL BE SO GRADED AND DRAINED AS TO PROPERLY DISPOSE OF ALL SURFACE WATER. GRAVEL SURFACES ARE NOT ACCEPTABLE OR APPROVED SURFACE MATERIAL. 1. SUBGRADE PREPARATION. THE SUBGRADE SHALL BE PREPARED FOR SURFACING FOLLOWING THE REQUIREMENTS OUTLINED IN SECTION 2-06 OF THE WSDOT STANDARD SPECIFICATIONS. EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE PROVIDED. 2. STORMWATER RUNOFF. ALL STORMWATER RUNOFF SHALL BE RETAINED AND DISPOSED OF ON SITE OR DISPOSED OF IN A SYSTEM DESIGNED FOR SUCH RUNOFF AND WHICH DOES NOT FLOOD OR DAMAGE ADJACENT PROPERTIES. STALL MARKINGS. ASPHALT OR CONCRETE SURFACED PARKING AREAS SHALL HAVE PARKING STALLS MARKED BY SURFACE PAINT LINES OR SUITABLE SUBSTITUTE TRAFFIC MARKING MATERIAL, PAINTED STALL MARKINGS NEED NOT EXTEND THE FULL DEPTH OF THE STALL. IF LESS THAN THE FULL DEPTH OF THE STALL IS PAINTED, THE COMBINED STALL DEPTHS AND AISLE WIDTH SHALL NOT BE LESS THAN THE APPROPRIATE UNIT PARKING DEPTH. WHEEL STOPS ARE REQUIRED WHERE A SITUATION EXISTS WHEREBY A PARKED VEHICLE WOULD ENCROACH ON AN ADJACENT PROPERTY OR RIGHT-OF-WAY OR TO PROTECT LANDSCAPING. SEE DRAWING NUMBER 2-24 FOR APPROVED STALL MARKINGS AND WHEEL STOP LOCATIONS. E. NO CERTIFICATE OF OCCUPANCY SHALL BE ISSUED UNTIL ALL PARKING FACILITIES ARE COMPLETED AND APPROVED UNLESS OTHERWISE ALLOWED BY THE DIRECTOR OF PUBLIC WORKS. ASPHALT CONCRETE PAVEMENT NOTES (REFERENCE SOUTH SOUND GEOTECHNICAL CONSULTING REPORT DETED 2-20-20) CONVENTIONAL PAVEMENT SECTIONS SUBGRADES FOR CONVENTIONAL PAVEMENTS SHOULD BE PREPARED AS DESCRIBED IN THE "SUBGRADE PREPARATION" AND "STRUCTURAL FILL" SECTIONS OF THIS REPORT. SUBGRADES BELOW PAVEMENT SECTIONS SHOULD BE GRADED OR CROWNED TO PROMOTE DRAINAGE AND NOT ALLOW FOR PONDING OF WATER BENEATH THE SECTION. IF DRAINAGE IS NOT PROVIDED AND PONDING OCCURS, SUBGRADE SOILS COULD BECOME SATURATED, LOSE STRENGTH, AND RESULT IN PREMATURE DISTRESS OR FAILURE OF THE SECTION. IN ADDITION, THE PAVEMENT SURFACING SHOULD ALSO BE GRADED TO PROMOTE DRAINAGE AND REDUCE THE POTENTIAL FOR PONDING OF WATER ON THE PAVEMENT SURFACE. MINIMUM RECOMMENDED PAVEMENT SECTIONS FOR CONVENTIONAL ASPHALT PAVEMENTS IN THE DEVELOPMENT ARE PRESENTED IN TABLE 6. PAVEMENT SECTIONS WITHIN THE HWY 507 RIGHT-OF-WAY SHOULD CONFORM TO WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUIREMENTS TABLE 6. PAVEMENT SECTIONS 1/2 -INCH NOMINAL AGGREGATE HOT -MIX ASPHALT PER WSDOT 9-03.8(1) 2 CRUSHED SURFACING BASE COURSE PER WSDOT 9-03(3) 9 NATIVE 95% COMPACTED SOIL OR IMPORTED SAND AND GRAVEL CONVENTIONAL PAVEMENT MAINTENANCE THE PERFORMANCE AND LIFESPAN OF PAVEMENTS CAN BE SIGNIFICANTLY IMPACTED BY FUTURE MAINTENANCE. THE ABOVE PAVEMENT SECTIONS REPRESENT MINIMUM RECOMMENDED THICKNESSES SSES E AND, AS SUCH, PERIODIC MAINTENANCE SHOULD BE COMPLETED. PROPER MAINTENANCE WILL SLOW THE RATE OF PAVEMENT DETERIORATION, AND WILL IMPROVE PAVEMENT PERFORMANCE AND LIFE. PREVENTIVE MAINTENANCE CONSISTS OF BOTH LOCALIZED MAINTENANCE (CRACK AND JOINT SEALING AND PATCHING) AND GLOBAL MAINTENANCE (SURFACE SEALING). ADDED MAINTENANCE MEASURES AND REDUCED PAVEMENT LIFE SHOULD BE ANTICIPATED OVER THE LIFETIME OF PAVEMENTS IF ANY EXISTING FILL OR TOPSOIL IS LEFT IN-PLACE BENEATH PAVEMENT SECTIONS. MINIMUM RECOMMENDED PAVEMENT SECTION TRAFFIC AREA Al THICKNESS (INCHES) ASPHALT CONCRETE AGGREGATE SUBBASE Z SURFACE' BASE COURSE AGGREGRATE' CAR PARKING 2 4 6 INTERIOR TRUCK ACCESS ROUTES 1 3 6 8 1/2 -INCH NOMINAL AGGREGATE HOT -MIX ASPHALT PER WSDOT 9-03.8(1) 2 CRUSHED SURFACING BASE COURSE PER WSDOT 9-03(3) 9 NATIVE 95% COMPACTED SOIL OR IMPORTED SAND AND GRAVEL CONVENTIONAL PAVEMENT MAINTENANCE THE PERFORMANCE AND LIFESPAN OF PAVEMENTS CAN BE SIGNIFICANTLY IMPACTED BY FUTURE MAINTENANCE. THE ABOVE PAVEMENT SECTIONS REPRESENT MINIMUM RECOMMENDED THICKNESSES SSES E AND, AS SUCH, PERIODIC MAINTENANCE SHOULD BE COMPLETED. PROPER MAINTENANCE WILL SLOW THE RATE OF PAVEMENT DETERIORATION, AND WILL IMPROVE PAVEMENT PERFORMANCE AND LIFE. PREVENTIVE MAINTENANCE CONSISTS OF BOTH LOCALIZED MAINTENANCE (CRACK AND JOINT SEALING AND PATCHING) AND GLOBAL MAINTENANCE (SURFACE SEALING). ADDED MAINTENANCE MEASURES AND REDUCED PAVEMENT LIFE SHOULD BE ANTICIPATED OVER THE LIFETIME OF PAVEMENTS IF ANY EXISTING FILL OR TOPSOIL IS LEFT IN-PLACE BENEATH PAVEMENT SECTIONS. 27' DITCH LINE - 20'R MIN. EDGE OF EXISTING PAVEMENT 90' CENTERLINE OF STATE ROAD i _ 9" ¢ a 2 °a U Z Z NPAVED AREA APPROACI w 6" � Y o LU i P 3 AND ASSOCIATES L4TLARSON EXTRUDED CONCRETE CURB DETAIL YYWB MOy N �111*M & ,OtMMYW. U 3 U SMED DAM 04.04.01 N.T.S. CARSON STANDARD NO,112 9027 Pacific Avenue,SuiteH Tacoma, Washin ton 88444 253 474-3404 P:\DUALS\unS0N\i mSci\+12M 27' DITCH LINE - 20'R MIN. EDGE OF EXISTING PAVEMENT 90' CENTERLINE OF STATE ROAD i _ 12" CULVERT WHEN REQUIRED FRONT PROPERTY LINE STD. DITCH _LOCATION \ EXI- TIE EXISTING DITCH STING DITCH TO STD. CULVERT LOCATION VARIES LOCATION RECOMMENDED MAXIMUM GRADES il 1 \,L 12" CULVERT MIN. 2" ASPHALT CONCRETE COMPACTED DEPTH OR 6" PORTLAND CEMENT P/4Pl9LE VW CONCRETE. 2n CRUSHED SURFACING TOP COURSE (NOT REQUIRED WITH P.C.C.) NOTES - 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST STATE OF WASHINGTON, DEPT. OF HIGHWAYS STANDARD SPECIFICA77ONS FOR ROAD AND BRIDGE CONSTRUCTION. 2. STORM DRAINAGE FROM THE ROAD APPROACH SHALL NOT BE PERMITTED TO DRAIN ONTO THE ROADWAY SURFACE. CATCH BASINS OR OTHER DRAINAGE DEVICES MUST BE USED TO INTERCEPT AND DIVERT THIS WATER. 3. FOLLOW ADD177ONAL INSTRUCTIONS AS DIRECTED BY THE APPROVING ENGINEER AS STATED ON THE APPROVED PERMIT. Q 22.5' FOR LOCAL ACCESS ROADS 24.5' FOR ARTERIAL ROADS - TWO LANE ROAD * UNLESS A COMMON APPROACH ** P.C.C. - PORTLAND CEMENT CONCRETE, 6" THICKNESS WITH LONGITUDINAL JOINTS REQUIRED EVERY 10'. `r%l ma fl AND ASSOCIATES MINOR DRIVEWAY APPROACH m^aurN. Nwe & da 9027 adfic Avenue, Suite �14q. neasm �� 04.04.01 Ste' N.T.S. CARSON NO. 101 Tacoma, Washington 98444 nu,D Ll:aSTANDARD 'Y (253) 474-3404. r\DSruis\uHS0N\+00SmM7S\+ol.owc REVISION BLOCK N0. I DATE DESCRIPTION BY RS1 J ¢ a 2 °a U Z Z NPAVED AREA APPROACI w � � Y o LU 6" MIN. COVE Ul P 12" CULVERT WHEN REQUIRED FRONT PROPERTY LINE STD. DITCH _LOCATION \ EXI- TIE EXISTING DITCH STING DITCH TO STD. CULVERT LOCATION VARIES LOCATION RECOMMENDED MAXIMUM GRADES il 1 \,L 12" CULVERT MIN. 2" ASPHALT CONCRETE COMPACTED DEPTH OR 6" PORTLAND CEMENT P/4Pl9LE VW CONCRETE. 2n CRUSHED SURFACING TOP COURSE (NOT REQUIRED WITH P.C.C.) NOTES - 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST STATE OF WASHINGTON, DEPT. OF HIGHWAYS STANDARD SPECIFICA77ONS FOR ROAD AND BRIDGE CONSTRUCTION. 2. STORM DRAINAGE FROM THE ROAD APPROACH SHALL NOT BE PERMITTED TO DRAIN ONTO THE ROADWAY SURFACE. CATCH BASINS OR OTHER DRAINAGE DEVICES MUST BE USED TO INTERCEPT AND DIVERT THIS WATER. 3. FOLLOW ADD177ONAL INSTRUCTIONS AS DIRECTED BY THE APPROVING ENGINEER AS STATED ON THE APPROVED PERMIT. Q 22.5' FOR LOCAL ACCESS ROADS 24.5' FOR ARTERIAL ROADS - TWO LANE ROAD * UNLESS A COMMON APPROACH ** P.C.C. - PORTLAND CEMENT CONCRETE, 6" THICKNESS WITH LONGITUDINAL JOINTS REQUIRED EVERY 10'. `r%l ma fl AND ASSOCIATES MINOR DRIVEWAY APPROACH m^aurN. Nwe & da 9027 adfic Avenue, Suite �14q. neasm �� 04.04.01 Ste' N.T.S. CARSON NO. 101 Tacoma, Washington 98444 nu,D Ll:aSTANDARD 'Y (253) 474-3404. r\DSruis\uHS0N\+00SmM7S\+ol.owc REVISION BLOCK N0. I DATE DESCRIPTION BY RS1 J U Z Z o 3 O W U 3 U O � U M IV- E? DATE 3-11-2020 DRAWING NO. 9339BASE iHEET $ OF],S o _ - REQUIRED ONLY IN 1" ON) R - 2" (IN) R. BLOCKK WHEN LENGTH EXCEEDS 30- T IN (1 12" ON) CIR BOTH ENDS) - SEE STANDARD SPECIFICATION 807 TOP VIEW INSIDE CORNER BLOCK z f r' (IN) R. W w m I h TOP VIEW OUTSIDE CORNER BLOCK i L� w v S" 2.31)4" 12" TYPICAL OF ALL END VIEW CRUZ DEVELOPMENT INSIDE CORNER BLOCK IS" Ohl) RADIUS BLOCK ` 23" 1/! 301 ON) R. R. ,t OUTSIDE CORNER BLOCK 30" (IN) RADIUS BLOCK z� ISOMETRIC VIEWS TOP VIEW 18" RADIUS BLOCK TOP VIEW INSIDE RADIUS BLOCK TOP VIEW 30" RADIUS BLOCK 12" SECTION OA CURB RADIUS TABLE CURB RADIUS DIMENSION A DIMENSION B DIMENSION C 3' tr 2" 9' 4' TO S' tr 1 12" 9' S' 1r V 19' 7' 12- 710" 10114- 6 18' 1Ito, 153/4' 9 19" 1" 18" 19 18" 710' 181/4" 71'70 13' 18" SRA" 18 112" 14' TO IF 19" 510" 10314- 8314"18' 10,TO 17' 24' SW 22 yr 1&M= 24" M. 223W 23' TO 29' 24" 1R" 23' W TO 34' 30` in. 28" 3V TO 48' 3P M. 291/4" 49 TO 80' 39' 114' 29 1,2' OVER Sa' USE TANGENT BLOCK, SEE SHEET 1 THIS TABLE LISTS THE CALCULATED DIMENSIONS FOR CASTING BLOCKS SUITABLE FOR CONSTRUCTING VARIOUS CURB RADII. CURVED BLOCKS, OR BLOCKS WITH DIFFERENT DIMENSIONS MAY BE ACCEPTABLE WITH PRIOR APPROVAL OF THE ENGINEER. SEC. 29, TWN. 17 N., RNG. 2 E., W.M. 2 i YI PULL POST I C� TENSION LIRE m I gFABRIC BAND ()YP.) S STRETCHER BAR(TYP.) BOTTOM TENSION WIRE CCHAIN(UNK ENCE NOT REQUIRED T(PE4) GATE POST (TYPO - 312" (IN) DAM. MOM.. BCH. 4C) TENSION WRE TENSION WIRES CHAIN LINK FENCE FABRIC 9' • 0 -CHAIN UNK FENCE T'PE 9 2' - 0 - CXAW UMC FENCE TYPE 4 GATE POST (TYP.) - 312' OR HOG RINGS - SPACED DRAM. (NON., BCH. 40) FULL POST ! M 24- (IN MAX. (TYPO I TENSION VIRE -� z ! OT vABg/„T,`�Jr �Sf.V FABRIC MND MR) - � BOTTOM RINGS 1B0°SW NG (irPJ WNGOW.) e STRETCHER sAR(TYP.) Y PIPE 24551 P6'IST RRR'\� BOTTOM TENSION WIRE ��1 (TYp.7 (NOT REQUIRED FOR J �ONAL CHAIN LINK FENCE TYPE 4) Bakodch Paco �. Apr 2220149:18 AM PRECAST SLOPED MOUNTABLE CURB STANDARD PLAN F-10.62.02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION ��/n'j .� AWn"14939AR _ ATP2oa ,, escep W cgft n nab Dapwt of Arup~. TOP VIEW OUTSIDE RADIUS BLOCK OUTSIDE RADIUS BLOCK ISOMETRIC VIEWS ��&,- Apt2220149'20AM PRECAST SLOPED MOUNTABLE CURB STANDARD PLAN F-10.62.02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION A ,,,P r:zo,vn BO,TG... sweng Wmitlnpbn fMb Oapsnrma aTmnapwNlnan TENSION WIRE TENSIONWRE CHAIN LINK FENCE FABRIC -/ 3' -0'-CHAIN LINK FENCE TYPE 3 2' -0' -CHAIN LINK FENCE TYPE 4 MAX MATCH FENCE TOP HINGE - 180° /-SELVAGE fTYP) SWING(WP.) TRUSS ROD ® (TYP) NOTES 1. Motorola shag meet the mQulr®mems of Standard SpaDlflea9on 9.16. 2. For connection details, see sheet RS4 PULL POST - TENSION WIRE TENSION W)RE TENSION WRES FENCE SMATCHELVAGE SELVAGE (iRP.) 312" POST AND RAIL SPECIFICATIONS BOTTOM RINGS 1B0°SW NG (irPJ WNGOW.) iv PIPE ROLL FORMED POST HOGRINGS-SPACED ON. $2Z iN 24" (IN) MAK (TYP,) 12'RWND (TYPO I sECnoN Inch (INti SII 4 DOUBLE GATE SIV •�...•I .�r SINGLE S FT. CHAIN LINK GATE - _ ,i 1 :}rLo{{;}:�{:;:'$d?,. :':' r r L%':� '•M CHAIN LINK FENCE TYPE 3 OR 4 - PAY LIMIT �° IMI `v:+,... FABRIC 2lSpPB O O f•✓ r S✓•y? q•` o o.. PAY UNIT W-0° LINE OR BRACE MST T DIMI. IV - Or (LYP.) h iS8{• TENSION WINE FOR GATE POST- ! PULL POST TOPI YANG ! A REQUIRED ONLY ON HINGE SIDE f0'8'MNG I TENBpN WIRE i TENSION WIRE B TRUSS TENSION RODS •YI.• WIRE '":Ci / BOTTOM HINGE f I G 1 \1L/ \ / B' SYANG �l HOG RINGS -SPACED SP _ADACED ED � 14" 9N) MAX(TYPO Q24"ON) MAX.(TYP.) SP 12" ROUND (MP. SINGLE GATE PULL POST - SPACED am. Fn MAK J r- TENSION WIRE TENSION MR STRETCHER BAR (TVP.) Bamy,Ed .y. May 6 2014 3:57 PM CHAIN LINK GATE} STANDARD PLAN L-30.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION )Jl�„ Inm+I4n vN i1.11EC[d4HNY,EER IV wmhM am a..I..4a1TrnalprNlm NOTES HOG RINGS (TW) - 1. All concrete post bases shall be 10" (in) SPACED M 24° (IR MAX. minimum diameter. BRACE POST 2. Along the top and bottom, using Hog Rings, fasten the Chain Link Fens Fabric to the Tension VAre within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design Or post selection E of any particular fence type, 4. Fencing shall be used for security and boundary delineation only. 5. For connection details, see sheet TIE W1RE5 (TRI) -RS4 SPACED ®14' gR MAX. STRETCHER BAR CHAIN LINK TENSION NNRE j FENCE FABRIC { POST FABRIC CONCRETE MST FABRIC BAND WITH BASE C".) CARRIAGE BOLT AND NUT -SPACED IS"ON) MAX. SPACED HOG RINGS (TYP.)- MAX. SPACED IS 24" ON) MAX TENSION WARE BRACE POST METHOD OF FASTENING STRETCHER BAR TO POST TENSION- RE TIE WIRES (TYP) - STR6TCXER SPACED G 1d" ON) MAX. MR(TVP.) CHAIN LINK FENCE FABRIC Jul 14 2015 1114 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Ca,Prn."Te17 fit I42015 11:24 AM arreoaex Exuxes �we,w.aM. sla. wlw-I..n aTmmpwmaee� REVISION BLOCK �NO. DATE DESCRIPTION BY NUMBER 9339 W J 0 O z_ \/ O I Qz 1 I r I1ti DATE 3-11-2020 DRAWING NO. RS2 93398ASE HEET � OFL 312" POST AND RAIL SPECIFICATIONS 1 ss' PIPE ROLL FORMED POST ON. $2Z iN I sECnoN Inch (INti SII 4 I.0. SIV •�...•I .�r J 4I _ ,i 1 :}rLo{{;}:�{:;:'$d?,. :':' r r L%':� '•M r ,r ✓.b �° IMI `v:+,... FABRIC 2lSpPB O O f•✓ r S✓•y? q•` o o.. LINE OR BRACE MST T DIMI. 2 O h iS8{• . •YI.• '":Ci ^% y0.% y/Mx%/'%w%/•/�/.%c/�T'/ >i .4..ue.` 'e'er I•AKr e .•. 'o ✓ T'4'A"WY"'4'Y"A"Y"Y'YiL-' r �o• - •�/�nr M v: O ✓,J47 -./. � � i� ,,i�i� u�l vnmn' �I�/ �T�y��� ����� ��1' PULL POST - SPACED am. Fn MAK J r- TENSION WIRE TENSION MR STRETCHER BAR (TVP.) Bamy,Ed .y. May 6 2014 3:57 PM CHAIN LINK GATE} STANDARD PLAN L-30.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION )Jl�„ Inm+I4n vN i1.11EC[d4HNY,EER IV wmhM am a..I..4a1TrnalprNlm NOTES HOG RINGS (TW) - 1. All concrete post bases shall be 10" (in) SPACED M 24° (IR MAX. minimum diameter. BRACE POST 2. Along the top and bottom, using Hog Rings, fasten the Chain Link Fens Fabric to the Tension VAre within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design Or post selection E of any particular fence type, 4. Fencing shall be used for security and boundary delineation only. 5. For connection details, see sheet TIE W1RE5 (TRI) -RS4 SPACED ®14' gR MAX. STRETCHER BAR CHAIN LINK TENSION NNRE j FENCE FABRIC { POST FABRIC CONCRETE MST FABRIC BAND WITH BASE C".) CARRIAGE BOLT AND NUT -SPACED IS"ON) MAX. SPACED HOG RINGS (TYP.)- MAX. SPACED IS 24" ON) MAX TENSION WARE BRACE POST METHOD OF FASTENING STRETCHER BAR TO POST TENSION- RE TIE WIRES (TYP) - STR6TCXER SPACED G 1d" ON) MAX. MR(TVP.) CHAIN LINK FENCE FABRIC Jul 14 2015 1114 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Ca,Prn."Te17 fit I42015 11:24 AM arreoaex Exuxes �we,w.aM. sla. wlw-I..n aTmmpwmaee� REVISION BLOCK �NO. DATE DESCRIPTION BY NUMBER 9339 W J 0 O z_ \/ O I Qz 1 I r I1ti DATE 3-11-2020 DRAWING NO. RS2 93398ASE HEET � OFL 312" POST AND RAIL SPECIFICATIONS 1 ss' PIPE ROLL FORMED POST ON. $2Z iN sCH. 40) sECnoN Inch (INti 4 I.0. mi aVF •�...•I .�r END, CORNER, OR PULL POST I. � p Ir '•M ✓.b �° IMI `v:+,... FABRIC 2lSpPB O O LINE OR BRACE MST T DIMI. 2 O 11 . •YI.• '":Ci ^% y0.% y/Mx%/'%w%/•/�/.%c/�T'/ >i .4..ue.` V\\ -spy Cr•U C�WP•v\. - - PULL POST - SPACED am. Fn MAK J r- TENSION WIRE TENSION MR STRETCHER BAR (TVP.) Bamy,Ed .y. May 6 2014 3:57 PM CHAIN LINK GATE} STANDARD PLAN L-30.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION )Jl�„ Inm+I4n vN i1.11EC[d4HNY,EER IV wmhM am a..I..4a1TrnalprNlm NOTES HOG RINGS (TW) - 1. All concrete post bases shall be 10" (in) SPACED M 24° (IR MAX. minimum diameter. BRACE POST 2. Along the top and bottom, using Hog Rings, fasten the Chain Link Fens Fabric to the Tension VAre within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design Or post selection E of any particular fence type, 4. Fencing shall be used for security and boundary delineation only. 5. For connection details, see sheet TIE W1RE5 (TRI) -RS4 SPACED ®14' gR MAX. STRETCHER BAR CHAIN LINK TENSION NNRE j FENCE FABRIC { POST FABRIC CONCRETE MST FABRIC BAND WITH BASE C".) CARRIAGE BOLT AND NUT -SPACED IS"ON) MAX. SPACED HOG RINGS (TYP.)- MAX. SPACED IS 24" ON) MAX TENSION WARE BRACE POST METHOD OF FASTENING STRETCHER BAR TO POST TENSION- RE TIE WIRES (TYP) - STR6TCXER SPACED G 1d" ON) MAX. MR(TVP.) CHAIN LINK FENCE FABRIC Jul 14 2015 1114 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Ca,Prn."Te17 fit I42015 11:24 AM arreoaex Exuxes �we,w.aM. sla. wlw-I..n aTmmpwmaee� REVISION BLOCK �NO. DATE DESCRIPTION BY NUMBER 9339 W J 0 O z_ \/ O I Qz 1 I r I1ti DATE 3-11-2020 DRAWING NO. RS2 93398ASE HEET � OFL 312" POST AND RAIL SPECIFICATIONS 1 ss' PIPE ROLL FORMED POST ON. $2Z iN sCH. 40) sECnoN Inch (INti I.0. FENCE UNE END, CORNER, OR PULL POST 212" DAM. OY 5.10 FABRIC 2lSpPB O O LINE OR BRACE MST T DIMI. 2 O 11 PULL POST - SPACED am. Fn MAK J r- TENSION WIRE TENSION MR STRETCHER BAR (TVP.) Bamy,Ed .y. May 6 2014 3:57 PM CHAIN LINK GATE} STANDARD PLAN L-30.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION )Jl�„ Inm+I4n vN i1.11EC[d4HNY,EER IV wmhM am a..I..4a1TrnalprNlm NOTES HOG RINGS (TW) - 1. All concrete post bases shall be 10" (in) SPACED M 24° (IR MAX. minimum diameter. BRACE POST 2. Along the top and bottom, using Hog Rings, fasten the Chain Link Fens Fabric to the Tension VAre within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design Or post selection E of any particular fence type, 4. Fencing shall be used for security and boundary delineation only. 5. For connection details, see sheet TIE W1RE5 (TRI) -RS4 SPACED ®14' gR MAX. STRETCHER BAR CHAIN LINK TENSION NNRE j FENCE FABRIC { POST FABRIC CONCRETE MST FABRIC BAND WITH BASE C".) CARRIAGE BOLT AND NUT -SPACED IS"ON) MAX. SPACED HOG RINGS (TYP.)- MAX. SPACED IS 24" ON) MAX TENSION WARE BRACE POST METHOD OF FASTENING STRETCHER BAR TO POST TENSION- RE TIE WIRES (TYP) - STR6TCXER SPACED G 1d" ON) MAX. MR(TVP.) CHAIN LINK FENCE FABRIC Jul 14 2015 1114 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Ca,Prn."Te17 fit I42015 11:24 AM arreoaex Exuxes �we,w.aM. sla. wlw-I..n aTmmpwmaee� REVISION BLOCK �NO. DATE DESCRIPTION BY NUMBER 9339 W J 0 O z_ \/ O I Qz 1 I r I1ti DATE 3-11-2020 DRAWING NO. RS2 93398ASE HEET � OFL BIORETENTION SOIL MIX NOTES 1. BIORETENTION SOIL MIX (BSM) SHALL BE A WELL -BLENDED MIXTURE OF MINERAL AGGREGATE AND COMPOSTED MATERIAL MEASURED ON A VOLUME BASIS. BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROX. 35% TO 40%) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROX. 60% TO 65%) BY VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENEOUS MIX. ZMINERAL AGGREGATE, o.PERCENT FINES: A RANGE OF 2% TO 4% PASSING THE US #200 SIEVE IS IDEAL AND FINES SHOULD NOT BE ABOVE 5% FOR PROPER FUNCTIONING ACCORDING TO ASTM 0422. b.GRADATION: MINERAL AGGREGATE SHALL BE FREE OF WOOD, WASTE, COATING, OR ANY OTHER DELETERIOUS MATERIAL. THE AGGREGATE PORTION OF THE BSM SHOULD BE WELL -GRADED. ACCORDING TO ASTM D2487-98, WELL -GRADED SAND SHOULD HAVE THE FOLLOWING GRADATION COEFFICIENTS. 1. COEFFICIENT OF UNIFORMITY (CU = 060/D10) EQUAL TO OR GREATER THAN 4, AND ii.COEFFICIENT OF CURVE (CC = (D30)2/D60 X DID) GREATER THAN OR EQUAL TO 1 AND LESS THAN OR EQUAL TO 3. iii. AGGREGATE SHALL BE ANALYZED BY AN ACCREDITED LAB USING THE US SIEVE NUMBERS AND GRADATION NOTED IN THE TABLE BELOW.• US SIEVE NUMBERPERCENT PASSINGO.375 INCH100495 - 1001075 - 904024 - 401004 - 102002 - 5 iv. WHERE EXISTING SOILS MEET THE ABOVE AGGREGATE GRADATION, THOSE SOILS MAY BE AMENDED RATHER THAN IMPORTING MINERAL AGGREGATE. 3.ORGANIC MATTER CONTENT & CATION EXCHANGE CAPACITY,• o.ORGANIC MATTER CONTENT. 5% - 8% BY WEIGHT b.CATION EXCHANGE CAPACITY (CEC) MUST BE > 5 MILLEQUIVALENTS / 100 GRAMS DRY SOIL. NOTE., SOIL MIXES MEETING THE ABOVE SPECIFICATIONS DO NOT HAVE TO BE TESTED FOR CEC. THEY WILL READILY MEET THE MINIMUM CEC 4.COMPOSTED MATERIAL: a.MATERIAL MUST MEET THE DEFINITION OF COMPOSTED MATERIAL° IN WAC 173-350-100 AND COMPLIES WITH TESTING PARAMETERS AND OTHER STANDARDS IN WAC 173-350-220. b.MATERIAL MUST BE PRODUCED AT A COMPOSTING FACILITY THAT IS PERMITTED BY A JURISDICTIONAL HEALTH AUTHORITY. PERMITTED COMPOST FACILITIES IN WASHINGTON ARE INCLUDED ON A LIST AVAILABLE AT WWW.ECY.WA.GOV/PROGRAMS/SWF ORGANICS/SOIL.HTML. c.THE COMPOST PRODUCT MUST ORIGINATE A MINIMUM OF 65% BY VOLUME FROM RECYCLED PLANT WASTE COMPRISED OF "YARD DEBRIS; CROP RESIDUES, AND 'BULKING AGENTS" AS THOSE TERMS ARE DEFINED IN WAC 173-350-100. A MAXIMUM OF 35% BY VOLUME OF 'POSTCONSUMER FOOD WASTE° AS DEFINED IN WAC 173-350-100, BUT NOT INCLUDING BIOSOUDS, MAY BE SUBSTITUTED FOR RECYCLED PLANT WASTE. d. MOISTURE CONTENT MUST BE SUCH THAT THERE IS NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. e.THE MATERIAL SHALL BE TESTED IN ACCORDANCE WITH THE U.S. COMPOSTING COUNCIL "TEST METHOD FOR THE EXAMINATION OF COMPOST AND COMPOSTING" (TMECC), AS ESTABLISHED JN THE COMPOSTING COUNCIL'S SEAL OF TESTING ASSURANCE" (STA) PROGRAM. MOST WASHINGTON COMPOST FACILITIES NOW USE THESE TESTS. f. COMPOSTED MATERIAL SHALL MEET THE SIZE GRADATIONS ESTABLISHED IN THE U.S. COMPOSTING COUNCIL'S STA PROGRAM. FINE COMPOST SHALL MEET THE FOLLOWING GRADATION BY DRY WEIGHT., MIN. MAX. PERCENT PASSING 2" 100 PERCENT PASSING 1" 99 100 PERCENT PASSING 0.625" 90100 PERCENT PASSING 0.25" 75100 g.THE PH SHALL BE BETWEEN 6.0 AND 8.5 (TMECC 04.11-A). 'PHYSICAL CONTAMINANTS" (AS DEFINED IN WAC 173-350-100) CONTENT SHALL BE LESS THAN 1% BY WEIGHT (TMECC 03.08-A) TOTAL, NOT TO EXCEED 0.25% FILM PLASTIC BY DRY WEIGHT. h.MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.0% BY WEIGHT AS DETERMINED BY TMECC 03.08-A 'PERCENT DRY WEIGHT BASIS" 1. MINIMUM ORGANIC MATTER CONTENT SHALL BE 40% BY DRY WEIGHT BASIS AS DETERMINED BY TMECC 05.007A, 'LOSS -ON -IGNITION ORGANIC MATTER METHOD." j. SOLUBLE SALT CONTENTS SHALL BE LESS THAN 4.0 MMHOS/CM TESTED IN ACCORDANCE WITH TMECC 04.10-A, "1:5 SLURRY METHOD, MASS BASIS." k.MATURITY INDICATORS FROM A CUCUMBER BIOASSAY SHALL BE GREATER THAN 805% IN ACCORDANCE WITH TMECC 05.05-A, 'GERMINATIONAND VIGOR. I. THE MATERIAL MUST BE STABLE (LOW OXYGEN USE AND CO2 GENERATION) AND MATURE (CAPABLE OF SUPPORTING PLANT GROWTH). THIS IS CRITICAL TO PLANT SUCCESS IN A BIORETENTION SOIL MIXES. STABILITY SHALL BE 7 OR BELOW IN ACCORDANCE WITH TMECC 05.08-8, CARBON DIOXIDE EVOLUTION RATE." m. FINE COMPOST SHALL HAVE A CARBON TO NITROGEN RATIO OF LESS THAN 25:1 AS DETERMINED USING TMECC 04.01 "TOTAL CARBON" AND TMECC 04.02D "TOTAL KJELDHAL NITROGEN." WHERE THE BIORETEN77ON PLANTS SELECTED ARE ENTIRELY PUGET SOUND LOWLAND NATIVE SPECIES, THE C: N RATIO CAN INCREASE UP TO 35:1. n.ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE: L CEDAR GROVE COMPOSTING, WASHINGTON R.OTHER APPROVED EQUAL CRUZ DE VEL OPMEN T SEC. 29, TNN. 17 N., RNG 2 E", W.M. BIOFILTRATION SWALE NOTES ESTABLISH GRASSES AS FOLLOWS (ALL WEIGHTS ARE PER 1,000 SQUARE FEET) IF HYDRO -SEEDING- 5 LB. SEED MIX 7 LB. 10-20-20 (N -P -K) FERTILIZER* 50 LB. WOOD CELLULOSE FIBER MULCH IF BROADCAST SEEDING- 5 L.B. SEED MIX 7 LB. 10-20-20 (N -P -K) FERTILIZER* 70 L.B. WOOD CELLULOSE FIBER MULCH *NOTE: THIS IS JUST AN ESTIMATE OF THE AMOUNT OF FERTILIZER NECESSARY. MAKE CERTAIN THAT THE PROPER AMOUNT OF FERTILIZER FOR THE SOIL TYPE IS USED. PREVENT BARE AREAS IN BIOFILTERS BY AVOIDING GRAVEL, ROCKS, AND HARDPAN NEAR THE SURFACE; FERTILIZING, WATERING, AND REPLANTING AS NEEDED; AND ENSURING EFFECTIVE DRAINAGE. NOTE: FERTILIZER MUST ONLY BE USED AT AN APPLICATION RATE AND FORMULA WHICH IS COMPATIBLE WITH PLANT UPTAKE, AND IN RELATION TO SOIL TYPE. FOR EXAMPLE, HIGH APPLICATION RATES OF NITROGENOUS FERTILIZER IN VERY PERMEABLE SOILS CAN RESULT IN LEACHING OF NITRATE INTO GROUND WATER. IF ONSITE MATERIAL IS NOT SUITABLE, USE 12"-18" OF TOPSOIL PER MIX BELOW. SEED MIX TOPSOIL MIX ANNUAL RYE 307. 50% - 807. SANDY LOAM TALL FESCUE 40% 107. - 20% CLAY KENTUCKY BLUE GRASS 157. 107o - 20% COMPOSTED ORGANIC MATTER CHEWINGS FESCUE 15% IF POSSIBLE, DIVERT RUNOFF (OTHER THAN NECESSARY IRRIGATION) DURING THE PERIOD OF VEGETATION ESTABLISHMENT. THIS REQUIREMENT CAN NORMALLY BE MET IN THE PACIFIC NORTHWEST BY PLANTING DURING JULY OR AUGUST. SODDING IS AN ALTERNATIVE WHEN RAPID ESTABLISHMENT MUST OCCUR. WHERE RUNOFF DIVERSION IS NOT POSSIBLE, COVER GRADED AND SEEDED AREAS WITH STRAW MULCH. ATTEMPT TO AVOID COMPACTION DURING CONSTRUCTION. IF COMPACTION OCCURS, TILL BEFORE PLANTING TO RESTORE LOST SOIL INFILTRATION CAPACITY. VEGETATE THE GROUND UPSLOPE FROM THE GRASSED TREATMENT AREA OF THE BIOSWALE TO PREVENT EROSION. BETWEEN OCTOBER 1 & MARCH 30, ONLY SOD TOLERANT OF SEASON SATURATION & DROUGHT CONDITIONS PLACED. BETWEEN OCTOBER 1 & MARCH 30, USE EROSION CONTROL BLANKET PER NOTES ON SHEET 8 FOR EROSION PROTECTION, OTHERWISE WOOD FIBER CELLULOSE IS ACCEPTABLE. MAINTENANCE OF BIOFI L TRA TION SWALE GROOMED BIOFILTERS PLANTED IN GRASSES MUST BE MOWED REGULARLY DURING THE SUMMER TO PROMOTE GROWTH AND POLLUTANT UPTAKE. BE SURE NOT TO CUT BELOW THE DESIGN FLOW OF 3 INCHES (HOMEOWNER OR MAINTENANCE PERSONNEL MUST BE MADE AWARE OF THIS REQUIREMENT). REMOVE CUTTING PROMPTLY, AND DISPOSE IN A WAY SO THAT NO POLLUTANTS CAN ENTER RECEIVING WATERS. REMOVE SEDIMENTS DURING SUMMER MONTHS WHEN THEY BUILD UP TO 3" AT ANY SPOT, COVER BIOFILTER VEGETATION, OR OTHERWISE INTERFERE WITH BIOFILTER OPERATION. HA REMOVAL EMOVAL IS RECOMMENDED EXCEPT IN LARGE BIOSWALE WHERE THE USE OF EQUIPMENT LIKE A DITCH MASTER IS STRONGLY RECOMMENDED OVER A BACKHOE OR DRAGLINE. IF THE EQUIPMENT LEAVES BARE SPOTS, RESEED THEM IMMEDIATELY. INSPECT BIOFILTERS PERIODICALLY, ESPECIALLY AFTER PERIODS OF HEAVY RUNOFF. REMOVE SEDIMENTS, FERTILIZE, AND RESEED AS NECESSARY. BE CAREFUL TO AVOID INTRODUCING FERTILIZER TO RECEIVING WATERS OR GROUND BOIFILTERS SHALL HAVE A VEGETATED SURFACE HEIGHT GREATER THAN OR EQUAL TO 3" DURING THE DESIGN STORM EVENT. 0.5" VARIES- SEE SCHEDULE 0.5' TP TOP OF BANK 1.0' PONDING DEPTH EDGE OF PAVEMENT OR GRAVEL 3.0' WIDTH =VARIES- TYPICAL 27 SEE SCHEDULE +; :t 103y1 0 2 nr -. --........ �1 a qN 3" WOOD CHIP MULCH OR SOD 8 3" WOOD CHIP MULCH OR SOD 2"-3" DEEP COARSE WOODCHIP MULCH ABOVE PONDING DEPTH j `-BIORETENTION SOIL, SCARIFY SUBGRADE 3"MIN. BEFORE INSTALLING BIORETENTION SOIL AT ONE END OF EACH BIORETENTION CELL INSTALL 6" COMPACT BIORETENTION SOIL PVC OR PE PIPE WITH OVER FLOW PIPE STRAINER SET TO 90% PROCTOR DENSITY AT PONDING DEPTH SOLID PIPE FROM STRAINER TO 1' BELOW BOTTOM OF BIORETENTION SOIL MIX. EXTEND 2"-3" DEEP OF COMPOSTED MATERIAL WITH PERFORATED PIPE ADDITIONAL 3' AND WRAP IN PONDING AREA PERFORATED PIPE WITH NON -WOVEN GEOTEXTILE LNATvE SOIL MINIMALLY COMPACTED FABRIC, MIRAFI 140 N OR APPROVED EQUAL. UNDER BIORETENTION FACILITY BIORETENTION FACILITY DETAIL N.T.S. 1 2 1� 4 6"PVC PERF. DRAIN TO POND. SEE UNDERDRAIN DETAIL THIS SHEET WIDTH VARIES WITH DEPTH 22'-8" 2X12 PRESSURE TREATED DIVIDER, SEE DETAIL THIS SHEET 10" �.�i'.�i'.,i'.•., • , • • • • •S irIV .I I r�.�1-,I f�.�:1: I l e'n AMENDED TOPSOIL SEE THIS SHEET FOR ADDrL.: 16'-0"BIOSWALE B/OSWALE SECT/ON N. T. S. Underdrain for slopes < 1.5% Son amended with compost Swale bottom Perforated underdrain pipe centered beneath swale Section 5/a' minus dean drain rock Filter fabric Note: Underdrain must infiltrate or drain freely to an acceptable discharge point. DEPARTMENT OF ECOLOGY State of Wash in gton °'-r fabric wrap of top, sides, and bottom Detail A min. amended soil min. over pipe 'erforated pipe underdrain 'entered beneath swale Original soil NOTTOSCALE I Figure V-9.4.2 Biofiltration Swale Underdrain Detail ReAsed February 2016 Please see hftpYWv .ecy.wa.govlbWyright.Nml for copyright notice including permisslons, limitation of liability, and disclaimer. N01E REMOVE ALL UNSUITABLE MATERIAL FROM SOIL PRIOR TO ROAD CONSTRUCTION. 15' S=12% MAX. 2" CRUSHED SURFACING BASE COURSE 2:1 MAX 2.1 MAX\ WOVEN GEOTEXTILE FABRIC PLACED ON COMPACTED SOIL, MINIMUM 20OLB. GRAB TENSILE STRENGTH 6" THICK LAYER OF 2"-4" QUARRY SPALLS. POND - GRAVEL ACCESS RAMP N. T. S. Rip -rap or -� quarry spalls Flow spreader at ground surface Dividing berm centered In swale bottom Bottom of ,wale Plan View Swale bottom Notes: 1. Bene may be made of compacted earthfill (seeded with grass), timber, concrete plastic, orsimilar weather -resistant non -erodible material. Z Rebar stakes or similar berm anchoring materials needed if berm made of timber, plastic, or concrete curbing - stake placement required at both ends of each individual member (at a minimum). DEPARTMENT OF ECOLOGY State of Washington End of Swale Rebar stakes (typ.) for anchoring berm (if berm not made of earth fill), A flush with top of bene. Height = design flow depth (y)+ 2" (min) 1T min. uII II� II Section A -A 10NI21*11RIdUI= Figure V-9.4.4 Swale Dividing Berm Revised February 2016 Please see hftpYAvww.ecy.wa.govlbcp lght.htmffar copyright notice including permissions, limitation of liability, and disclaimer. I REVISION BLOCK N0. I DATE DESCRIP77ON BY NUMBER 9339 DATE 3-12-202( DRAWING N( 9339BASE SHEET jQ OF l TIE WARE - SPACED 14" PM MAX. (TYP.) TENSION WIRE END OR CORNER POST DETAIL GJ TENSION WARE TURNBUCIQE BRACE BAND WITH CARRIAGE BOLT AND NUT HOG RING -SPACED J 0 24" (IN) MAX. C17 iv BRACE POST DETAIL OC 48" 1 i This pond Is in our care. Stormwater RunofFis held hereafter storms. it is released slowly or stared until the next Pond storm when It Is replaced by incoming flows. This helps prevent downstream flooding and erosion and helps clean the water. For more Information or to report littering, vandalism or other problems, call: TEL No._ _ Pond Name and Number SamDle SDecifications TW'O.WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) TENSION WIRE U� I --_ J -- ` STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL O TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TENSION WIRES FABRIC BAND WATH CARRIAGE BOLT AND NUT (TYPT 1 Y2' PULL POST (WITHIN RUN) DETAIL O Size: BRACE BAND WITH Material: _ CARRIAGE BOLT AND NUT Face: ENSION WARE FABRIC BAND WITH A STRETCHER BARCARRIAGE BOLT AND NUT, Beige background, teal letters. TIE WARE - SPACED 14" PM MAX. (TYP.) TENSION WIRE END OR CORNER POST DETAIL GJ TENSION WARE TURNBUCIQE BRACE BAND WITH CARRIAGE BOLT AND NUT HOG RING -SPACED J 0 24" (IN) MAX. C17 iv BRACE POST DETAIL OC 48" 1 i This pond Is in our care. Stormwater RunofFis held hereafter storms. it is released slowly or stared until the next Pond storm when It Is replaced by incoming flows. This helps prevent downstream flooding and erosion and helps clean the water. For more Information or to report littering, vandalism or other problems, call: TEL No._ _ Pond Name and Number SamDle SDecifications TW'O.WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) TENSION WIRE U� I --_ J -- ` STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL O TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TENSION WIRES FABRIC BAND WATH CARRIAGE BOLT AND NUT (TYPT 1 Y2' PULL POST (WITHIN RUN) DETAIL O Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non -reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub -Title: 1 Y2 inch; Text: 1 inch; Outer Border:; YB inch; Border Distance from Edge: Y4 inch; all text 13/4 inch from border. Posts: Pressure treated, beveled tops, 1 /2 inch higher than sign. Installation: Secure to chain link fence if available. Otherwise install on two 4" x 4" posts, pressure treated, mounted atop gravel bed, installed in 3(Hnch concrete filled post holes (8 -inch minimum diameter). Top of sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. DD not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). Special Notes: This facility is lined to protect groundwater (if a liner that restricts infiltration of stormwater exists). NOT TO SCALE Figure III -3.2.4 Example of Permanent Surface Water Control Pond Sign DEPARTMENT OF Revised December 2015 ECOLOGY F,�Ieiase see http./AA ww ecy.wa.gov/copyright.html for copyright notice including permissions, State of WashingtonITtationofliability,anddisclaimer. TURNBUCKLE TENSION WIRES CRUZ DE VEL OPMEN T Ke SEC. 29, TWN. 17 N., RNG. 2 E., W.M. STRETCHER BAR(TYP) u� '4.� ( Ju112U1511'. 14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION p� I CarpcmcrlctT G 4;( 4�'7 ;.'114 245 11:25 AM w«N.0— amr. Dep e..man...w_ 4 4 WVMININI J1 M""L WITH 6' WIDE SPILLWAY EXTENDED MIDWAY DOWN POND SIDE SLOPE 3 LARSON AND a EMERGENCY OVERFLOW SPILLWAY 04.04.01 I----' N.T.S. OVER EXCAVATE AS 16 NEEDED TO ACCOMODATE QUARRY SPALLS. LINE ENTIRE SUMP W/MIRAFI FILTER FABRIC OR APPROVED EQUAL NO.221 4: 2'L x WIDTH VARIES x 1'D LEVEL SPREADER USING 2"-4" QUARRY SPALLS LEVEL SPREADER SUMP DETAIL N. T. S. I REVISION BLOCK 11 N0. I DATE DESCRIPTION BY NUMBER 9339 W`o ■ 0 C LLS aW� U 00 U rn Q [EL Q Z r"3 �o 0 (f) J Q W 0 O LLJ Z J LJLJ Q) C/1) DATE 11-2020 AWING N0, RS4 11 9339BASE 11 OF 2 J Z Z U J J � O 2 s O C7 � CD N LLJ w CpU U � U 2 W � n � O U W`o ■ 0 C LLS aW� U 00 U rn Q [EL Q Z r"3 �o 0 (f) J Q W 0 O LLJ Z J LJLJ Q) C/1) DATE 11-2020 AWING N0, RS4 11 9339BASE 11 OF 2 U J J W O U N LLJ J CpU U� n N ti U Z O Q_ w W`o ■ 0 C LLS aW� U 00 U rn Q [EL Q Z r"3 �o 0 (f) J Q W 0 O LLJ Z J LJLJ Q) C/1) DATE 11-2020 AWING N0, RS4 11 9339BASE 11 OF WATER CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES CRUZ DE VEL OFA*fEN T JOB9339BER TAP O ENG 10 -INCH PVC WATER MAIN ON SHEET WS2. CONTRACTOR PER ITSHALLTY EXISTING TAP 4 -INCH PVC CIMAIN.R FORCE CONTRACTOR EXSTINGMAINAND CON ACT TY PUBLICWORKS AMINIMUM OF LL VERIFY ON AND DEPTH F 72 HOURS PRIOR TO CONNECTION. DWG.4- Op LOCATION AND DEPTH OF EXISTING MAIN AND OBTAIN USE SPEARS 'HOT TAP SADDLE"OR SADDLE PREVIOUSLY APPROVED BY CITY. INSTALL 4 -INCH GATE SEC. 29 TWN. 17 N. RNG 2 E. W.M. M Q APPROVAL OF FITTINGS USED TO MAKE THE CONNECTION BY VALVE (FL X MJ) PER CITY STD. DWG. 5-21 ON SHEET WS4. FOR PAVEMENT RESTORATION, SEE CITY > > SII -Z, CITY PUBLIC WORKS PRIOR TO INSTALLATION. SCHEDULE STD. DWG. 2-10 ON THIS SHEET._ U Z CONNECTION WITH CITY PUBLIC WORKS. PROVIDE STANDARD -W W---- - ----- -- -- -- _ _ _ VALVE BOX FOR GATE VALVE PER CITY STD. DWG. 4-11 ON ® 4 -INCH SEWER FORCE MAINS SHALL BE PVC IPS 1120 SDR21 CLASS 200 WITH RUBBER RING GASKET W _ SHEET WS2. FOR PAVEMENT RESTORATION, SEE CITY STD. JOINTS. PIPE BEDDING AND BACKFILL SHALL FOLLOW CITY SD. DWG. 5-3 ON SHEET WS3. SSFM 01 W W O W DWG. 2-10 ON HIS SHEET. SSFM 0 SSFM LX 4" PVC I ® INSTALL AUTOMATIC AIR RELEASE VALVE AT END OF 4 -INCH SEWER FORCE MAIN PER CITY SD. DWG. SSFM �t 02 8 -INCH WATER MAINS SHALL BE EITHER PVC C900 CLASS 5-12 ON SHEET WS4 EXCEPT PROVIDE TRAFFIC RATED LID. 150, SDR18 OR NICKER, OR DUCTILE IRON PIPE DIP CLASS C7 C7 50, CEMENT LINED AND SEALED. PIPE BEDDING AND A INSTALL END OF LINE CLEANOUT WITH 4 -INCH GATE VALVE PER CITY STD. DWG. 5-20 ON SHEET BACKFILL SHALL FOLLOW CITY STD. DWG. 4-15 ON SHEET WS4. VALVE BOX COVERS FOR BOH CLEANOUT AND GATE VALVE SHALL BE TRAFFIC RATED. W OO WS3. ® SERVICE LINE SHALL BE 1 -114 -PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS. CONNECT SERVICEFIRE O SHEETYWS2.N PROVIDEBLY PER THRUST BITY LOCKNG PER CITY ON MINIMUM 18 INCHES VERTICAL SEPARATIONR FORCE MAIN PER CITY STD. BETWEEN SEWERWG. 5-1 ON SHEET WS3. MAINTAIN DISCHARGE LINE AND WATER MAIN. p p U DWGS. 4-13 AND 4-14 ON SHEET WS2. ® 1,050 GALLON STEP TANK AS MANUFACTURED BY SOUND PLACEMENT SERVICES LLC, 156.00' 0 O "E804.2' 1-1/2 INCH WATER METER PER CITY STD. DWG. 4-3 ON SOUNDPLACEMENTSERVICES.COM, (360) 274-7675. ELEVATION AT BOTTOM OF TANK = 350.00. S88'23'27 �F SHEET WS1. INLET INVERT ELEVATION = 354.50. STEP PUMP SYSTEM SHALL BE ORENCO SYSTEMS INC. PUMP SYSTEM MAJOR COMPONENTS SHALL BE AS FOLLOWS:LC ® INSTALL 1-1/2 INCH DOUBLE CHECK VALVE ASSEMBLY, I WATTS MODEL 007 OR APPROVED EQUAL, PER CITY STD. a. 4 -INCH SUBMERSIBLE EFFLUENT PUMP: MODEL PF100511 DWG. 4-16 ON SHEET WS3. b. PUMP VAULT. MODEL PVU57-1819 C. PUMP CONTROL PANEL: MODEL S11R1ROETMCT© S88'23'27"E 508.84' - © PROVIDE THRUST BLOCKING AT END OF MAIN PER CITY STD. d. PUMP VAULT RISER: KOR FLO MODEL RR3036+S2+12 Lo DWGS. 4-13 AND 4-14 ON SHEET WS2. INSTALL 2 -INCH e. INTERNAL SPLICE BOX: MODEL S82 + W �W •1 - BLOW -OFF ASSEMBLY PER CITY SD. DWGS. 4-4.1 AND 4-9 f. SOLIDS CHAMBER RISER: ULTRA -RIB MODEL RU2436 W ON SHEET WS2. A ALL FITTINGS AND MISCELLANEOUS COMPONENTS FOR A COMPLETE PUMP SYSTEM SHALL BE PROVIDED / i W "�; ". " Q BY ORENCO SYSTEMS INC. SEE CITY SD. DWG. 5-9 ON SHEET WS3 FOR SYSTEM COMPONENT R1 SCALE. : 1"=30' REQUIREMENTS. SEE CITY STD. DWGS. 5-10 AND 5-17 ON SHEET WS4 FOR STEP TANK U CONSTRUCTION AND CONCRETE TANK BEDDING. FOR PUMP FLOAT SETTINGS, SEE CITY STD. DWG. I /". ,� " ,� 2 5-13 ON SHEET W34. FOR STEP TANK TRAFFIC RATED RISER LIDS AND COVERS, SEE CITY STD. DWG. X352 0 15 30 60 5-19 ON SHEET W54. " L - I W A MOUNT STEP PUMP CONTROL PANEL TO BUILDING WALL WITHIN SIGHT OF STEP TANK PER CITY STD. I S W W W W W W W W I J W I W W W W J W W DWGS. 5-5 AND 5-6 ON SHEET WS3. I - � FOR CONSTRUCTION OF BUILDING GRAVITY SEWER TO STEP TANK, SEE CITY SD. DWG. 5-7 ON SHEET W � N Lu �35 O WS4. ". W W W j / W W W " W W W W W W W W W I W W y W W W W V Q - Lu VERTICAL DATUM N Z SAW CUT EXISTING PAVEMENT. I � + W �• W W W :)Q EMULSIFIED ASPHALT GRADE(WSRN) (WSRN) v MINIMUM 0.25' CLASS 'B' A.C.P. CSS -1 TACK SHALL BE APPLIED (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. \\ W , ".� W NAVD 88 ESTABLISHED USING GPS RIK ROVER ZD N PLUS 0.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED 1 I 10' TYP.� CONSTRAINED TO THE WASHINGTON STATE APPLIED IN MAXIMUM 0.17' LIFTS USING PAVING ASPHALT AR4000W.j I 1 U \ REFERENCE NETWORK (WSRN) STATIONS Z Z 0T GRAVEL BASE -:q.` '.:.''��"..a... °' ° '"' ©349LFr-4' SEWER FORCE MAIN - W CONTOUR INTERVAL=1 ' .6 z \367LF«8' WATER MAIN 2O COMPACTED TO 95% \ TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES OF MAXIMUM DENSITY 0.17' CRUSHED EXISTING \ -- AA ACING FLEXIBLE a PER. 2-03.3(14)D TOPFCOURSE PAVEMENT HORIZONTAL J 1 1 ORI ZON TAT. DATUM W I.. \ NAD 83/11 WASHINGTON SOUTH ZONE TRENCH BACKFILLI \ ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE V MIN. COMPACTED PER. - - " o, WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS TYp, 2-03.3(14)C METHOD B -- W F -- -- LEGEND C- 0 .3 - -- n PROPERTY LINE FUTURE ROW LINE C�d Z) MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT. - \ -_. - - - - - - - - EASEMENT OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A -i " ` U) WHICHEVER IS GREATER. SAW CUT EXISTING PAVEMENT. 23- EXISTING CONTOUR ZEN ---423---- PROPOSED CONTOUR r • A .e .. o" I / W _ - 8 EXISTING WOOD FENCE - U v 0.67' GRAVEL BASE e� COMPACTED TO 95% �" 8 PROPOSED CHAIN LINK FENCE U 00 �- W XISTING WATER LIN Q OF MAXIMUM DENSITY SUR CRUSHED EXISTING - �_ F(APPROX, LOCATION a 3 RIGID PER. 2-03.3(14)D SURFACING � TOP COURSE PAVEMENT - SSFM XISTING SEWER LIN N hi APPROX. LOCATION F W W _ I -W PROPOSED WATER LINE U TRENCH BACKFILL " -FM PROPOSED SEWER LINE 1' MIN. COMPACTED PER.F- TYP. 2-03.3(14)C METHOD C �� I`\�I, T EXISTING TELECOMMUNICATIONS LINE 4'-90' ELBOW W/ THRUST BLOCKING -_ a FOUND MONUMENT AS STATED i 13011�4O F�N CE MAI _ -0 4 --- �-- --_ _- --_-- \ EXISTING UTILITY POLE m EXISTING JUNCTION BOX / 10' TYP. 8"90' ELBOW 4 (® EXISTING SIGNAL POLE W EXISTING PHONE RISER g W/THRUST BLOCKING N �,x, - YD EXISTING FIRE HYDRANT a �Ir IVA MAIN 5 W "' b PROPOSED FIRE HYDRANT -- _ -R. " EXISTING MAILBOX EXISTING TREE CITY OF YELM % - 'PC(SDR35) O OX f EXISTING GRAVEL Q, DEPT. OF PUBLC WORKS 14LF-4 EXISTING PAVEMENT EXISTING COCRETETRENCH-PAVEMENT RIMs358.43 --- PROPOSED PAVEMENT I.E.-355.06(4'E N) PROPOSED GRAVEL NOTES: RESTORATION DETAIL 1111.E«4'PVC(WR35) 4.0% - " � WSDOT TEMP CONSTRUCTION EASEMENT. COMMERC/s1 L 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- APPROVED DWG. N0. I � BUILD/NG I ATION SHALL BE IN CONFORMANCE WITH THE I 1 ' STANDARD SPECIFICATIONS FOR ROAD, BRIDGEI.. �, RIMS 56.46 120'x100' AND MUNICIPAL CONSTRUCTION AS AMENDED BY PUBLIC WORKS DIRECTOR DATE 2-10 I f _ I.E.-355.0W4'E,W) FF=358.50 -- CITY OF YELM STANDARDS. DES. DWN. CKD. DATE INSTALL 3' FROM BUILDING \ � �� �' o JEc S -C S -C S -C 10/3/94 j REVISION BLOCK N0. DATE DESCRIPTION BY Qj FOR THE APPLICATION FOR PERMIT TO I - REMOVE OR DESTROY A SURVEY MONUMENT. CONTACT THE CITY OF YELM PUBLIC WORKS AND UTILITIES, AT 360-458-8406 FOR ADDITIONAL INFORMATION. I -- --- PURSUANT TO RCW 58.24.040 (8) AND WAC .. 1 IC o 332-120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, CALL BEFORE YOU DIG - -- RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REALTHE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR '' \ SD ` \ PROPERTY, A CONTROLLING POINT FORA PLA L' OR THE LOCATION AND PROTECTION OF ALL EXISTING SD A POINT WHICH IS A GENERAL LAND OFFICE UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY -SD \ SURVEY CORNER, THE APPLICATION REQUIRED BY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE \ \ THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 SEALED BN THIS CD SURVEYOR OR ENGINEER AS HOURS PRIOR TO ANY EXCAVATION. ��g� og WAsRi C.' �I UTILITY CONFLICT NOTEj' . \ 4 �" . �� s o2 do DATE 0 y / THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING - A &V3-11-2020 UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL i AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN vj ° rsT i V DRAWING NO. POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE -- ��� ��� WS1 93398ASE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR WITH \ ! SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING TH CONSTRUCTION. ' I HEET�OF GENERAL NOTES (WATER MAIN INSTALLATION) A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, B. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120; PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)B. 2. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A. 3. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. 4. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1), SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. D. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. F. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). G. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 - INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. H. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. I. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED '"W" 1/4 INCH INTO CONCRETE. K. CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. L. THE CITY WILL BE GIVEN 72 HOURS' NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. M. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. N. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH LIST" PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMSQ F WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 0. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. P. ANY REVISIONS MADE TO THEMUST SE PLANS US BE REVIEWED WED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE PLANS. CRUZ DE VEL 0/0) VENT METER SIZE A B B9x LID - •1 3NO DI READER UD BOX - BCF 1730 X 12 BASE .OR APPROVED EQUAL 1 1/2" 13 1/4' 15" 2" 17 1/4' 5 15- 4 s + 1 1/2"-2" POLYETHYLENE UNE PLASTIC UNE (USE 200 PSI `BY-PASS VALVE PHILLIPS DRISCO PIPE 5100 W/LOCKABLE CAP POLYETHYLENE PIPE) \\ FORD BALL VALVE W1 `-SERMCE SADDLE PACK JOINT & FEMALE I.P. 1 1/2'-2" MALE THREADS NIPPLE NOTES: 1, STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 2. GASKET AND I.P. THREADS, 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VBH 76-15B13 OR EQUAL 2" - FORD VBH 77-15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2- RESILIENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING §?"^ GI IT Uh YtLM APPROVED BY I ON. N0. 11/2" TO 2" METER SERVICE PUBLIC WORKS DIRECTOR DATE DATE4-3 OES.uvn luwNuvn 'irr 12/2016 LIVE TAP TOP VIEW HYDRANT LOCK -I 2' TYP. CONCRETE 18" VALVE BOX TOP THRUST YELLOW HIGH GRADE HYDRANT LOCK BONNET BLOCK (TIP) SEE DETAIL 4-9 WITH THREADSI HYDRANT OFFSET METER BOX-- O ) 4 s + 1 1/2"-2" POLYETHYLENE UNE ALL VALVE TO SUIT STANDPIPE SPECIFICATIONS DEPTH HYDRANT TEE S 17" TAPPING VALVE 1 1/2"-2" MALE A CUT TO LENGTH TAPPING SLEEVE ADAPTER VALVE AND SLEEVE SHALL BE CROUND--,�, SUPPORTED AND BACKFILLED AS 2" RESILENT BALL VALVE SHOWN BELOW -RIGHT. GATE VALVE FABRIC, COVERING 2" WASHED ROCK WEDGE GATE (CURB STOP) VALVE CHECK VALVE TEE I SERVICE SADDLE 30" 2. HYDRANTS SHALL BE DRESSER M & H RELIANT STYLE 129, CLOW MEDALLION OR 4.1 ROMAC 202S OR A'`.' DA�4 12/2016 CONTROLLED DENSITY BACKFILL 2' 2' 2X SLOPE TO BOX0 POURED WIDTH OF TRENCH SOLID BRICK SUPPORT APPROVED BY CONCRETE THRUST BLOCK NOTES: " 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC 910 GATE VALVE SHALL BE WRAPPED AROUND PIPE AND Au DES. MKD W IAKD JEG ' HOUSING AND UD ARE POURED, 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. CURB`'''D' CHECK VALVE VERTICAL 1 14 GAUGE NOTES: BALL VALVE CITY OF YELM INSULATED DWG. NO. CONNECTION TO EXISTING MAIN COPPER TONING' '•.'.A'..;...;.. 2. PLASTIC BARRIER SHALL BE PLACED: 4-10 WIRE WHIPPED AROUND THE /2'" 811-2 - - 811-77666 D 'MKD M D 'JEG PIPE (SEE 1 1/2; - C86 - 66 B 12" GENERAL NOTESNO. EXAMPLE : 12' - 90' BEND IN SAND AND GRAVEL 32,000 LBS -'3000 LB/ F. _ 10.7 S.F. OF AREA 7) FORD PACK JOINT CORPORATION STAN1+'I 1 I I STOP TYPE FB31G1 - .-. _ SERVICE. PLASTIC UNE (USE 200 PSI `BY-PASS VALVE PHILLIPS DRISCO PIPE 5100 W/LOCKABLE CAP POLYETHYLENE PIPE) \\ FORD BALL VALVE W1 `-SERMCE SADDLE PACK JOINT & FEMALE I.P. 1 1/2'-2" MALE THREADS NIPPLE NOTES: 1, STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 2. GASKET AND I.P. THREADS, 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VBH 76-15B13 OR EQUAL 2" - FORD VBH 77-15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2- RESILIENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING §?"^ GI IT Uh YtLM APPROVED BY I ON. N0. 11/2" TO 2" METER SERVICE PUBLIC WORKS DIRECTOR DATE DATE4-3 OES.uvn luwNuvn 'irr 12/2016 LIVE TAP TOP VIEW HYDRANT LOCK -I 2' TYP. CONCRETE 18" VALVE BOX TOP THRUST YELLOW HIGH GRADE HYDRANT LOCK BONNET BLOCK (TIP) SEE DETAIL 4-9 WITH THREADSI HYDRANT OFFSET �- 4 1/2" STEAMER CONNECTION 2 O ) ADAPTER STYLE S-37 W/SC CAP 14 VALVE STEM DETAIL- s + DETAILS AND TO SUIT STANDPIPE SPECIFICATIONS DEPTH HYDRANT TEE S 11106 EBAA IRON, INC. TAPPING VALVE DOUBLE STRAP STOP FL x MJ STAINLESS STEEL CUT TO LENGTH TAPPING SLEEVE NOTE BELOW VALVE AND SLEEVE SHALL BE CROUND--,�, SUPPORTED AND BACKFILLED AS BACKFILL TO TOP OF DRAIN RING HOUSING BOLTS SHOWN BELOW -RIGHT. GATE VALVE FABRIC, COVERING 2" WASHED ROCK FLxMJ CITY OF YELM I TEE 1/3 DIAMETER '• OF PIPET 2. HYDRANTS SHALL BE DRESSER M & H RELIANT STYLE 129, CLOW MEDALLION OR 4.1 PUBLIC WORKS DIRECTOR A'`.' DA�4 12/2016 CONTROLLED DENSITY BACKFILL 2' 2' WNMKD POURED WIDTH OF TRENCH SOLID BRICK SUPPORT APPROVED BY CONCRETE THRUST BLOCK NOTES: " 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC PUBLIC WORKS DIRECTOR DATE SHALL BE WRAPPED AROUND PIPE AND Au DES. MKD W IAKD JEG FITTINGS BEFORE THRUST BLOCK AND BACKFILL O ARE POURED, 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY VERTICAL 1 THROUGH INSTALLATION, NOTES: '- CITY OF YELM APPROVED BY DWG. NO. CONNECTION TO EXISTING MAIN • 2. PLASTIC BARRIER SHALL BE PLACED: 4-10 PUBLIC WORKS DIRECTOR DATE BLOCKS D 'MKD M D 'JEG Z. ANCHOR REBAR SHALL BE 5/8' MINIMUM THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL DATE 12/2016 SEC. 29, TWN. 17 N., RNG. 2 E., W.M. I RECESSED HANDLE TYPE -'W'W-'COVER /INLAND FOUNDRY BOX NTH *WATER" CAST IN 111 CONCRETE 1 SECTION �-•r FINISHED GRADE OUTSIDE 1 AREA TRACER WIRE 1 OR Ir SEAL WITH AR400OW - 6' SDR 21 PVC PIPE CONFORMING In TO ASTM 3034.SER PIPE TO ACP BE PLUMB 1 CENTERED OVER 10. CSTC VALVE STEM. iiiiiiiiii..-iiiisiii2 iii ■, yfyl � & wow Wi•�• nP �r i Ile II " i ��VALVE STEM RISER REQUIRED 1 1 •• • I.1 :EXCEEDED INSIDE (LENGTH VARIES) 1 ROADWAY NOTE ,.,....,�i.....,.,,r ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER VIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER GATE VALVE SHOWN -SIMILAR PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. INSTALLATION REQUIRED FOR BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND ID VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. CD 3/16" Thk X 5 1/5' DIA STEEL GUIDE PLATE WELDED TO RISER SHAFT. 0 2N2'X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. STANDARD VALVE BOX NOTE ALL WELDS TO SHAFT SHALL BE 1/4' FILLET WELD ALL AROUND. APPROVED BY I DWG. NO. TOP VIEW HYDRANT LOCK I� LIMITS OF PAYMENT 18" VALVE BOX TOP PLANT HYDRANT SUN WEATHER SHIELD AND 1!i� YELLOW HIGH GRADE HYDRANT LOCK BONNET ENAMEL 113312 SEE DETAIL 4-9 WITH THREADSI HYDRANT OFFSET �- 4 1/2" STEAMER CONNECTION 2 FOR FURTHER ADAPTER STYLE S-37 W/SC CAP 14 VALVE STEM DETAIL- 4„ 4-11 ¢^ 18"-24" DETAILS AND TO SUIT STANDPIPE SPECIFICATIONS DEPTH HYDRANT TEE 2" CORPORATION 11106 EBAA IRON, INC. 8' DOUBLE STRAP STOP 6' CLASS 52 DUCTILE IRON PIPE CUT TO LENGTH SADDLE NOTE BELOW VARIES 2" GATE VALVE WITH HYDRANT SHOE BACKFILL TO TOP OF DRAIN RING HOUSING BOLTS FIRE UNE 2" OPEN NUT 6' X 6' SHEET OF 11 MIL. PLASTIC OR CON- STRUCDON THRUST BLOCK AND TEE FABRIC, COVERING 2" WASHED ROCK CONCRETE THRUSTRI.00K CITY OF YELM I APPROVED BY t. HYDRANTS SHALL BE LOCATED IN ACCORDANCE 'MIH SECTION 6.060. IN ADDITION, A DWG. NO. 2 INCH BLOW -OFF ASSEMBLY 2. HYDRANTS SHALL BE DRESSER M & H RELIANT STYLE 129, CLOW MEDALLION OR 4.1 PUBLIC WORKS DIRECTOR DATE DA�4 12/2016 DES.MKD WNMKD G APPROVED BY DWG: No. FIRE HYDRANT " 7 PUBLIC WORKS DIRECTOR DATE I RECESSED HANDLE TYPE -'W'W-'COVER /INLAND FOUNDRY BOX NTH *WATER" CAST IN 111 CONCRETE 1 SECTION �-•r FINISHED GRADE OUTSIDE 1 AREA TRACER WIRE 1 OR Ir SEAL WITH AR400OW - 6' SDR 21 PVC PIPE CONFORMING In TO ASTM 3034.SER PIPE TO ACP BE PLUMB 1 CENTERED OVER 10. CSTC VALVE STEM. iiiiiiiiii..-iiiisiii2 iii ■, yfyl � & wow Wi•�• nP �r i Ile II " i ��VALVE STEM RISER REQUIRED 1 1 •• • I.1 :EXCEEDED INSIDE (LENGTH VARIES) 1 ROADWAY NOTE ,.,....,�i.....,.,,r ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER VIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER GATE VALVE SHOWN -SIMILAR PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. INSTALLATION REQUIRED FOR BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND ID VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. CD 3/16" Thk X 5 1/5' DIA STEEL GUIDE PLATE WELDED TO RISER SHAFT. 0 2N2'X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. STANDARD VALVE BOX NOTE ALL WELDS TO SHAFT SHALL BE 1/4' FILLET WELD ALL AROUND. APPROVED BY I DWG. NO. THRUST LOADS TOP VIEW HYDRANT LOCK I� LIMITS OF PAYMENT J PLANT HYDRANT SUN WEATHER SHIELD AND 1!i� YELLOW HIGH GRADE HYDRANT LOCK BONNET ENAMEL 113312 2 1/2" HOSE CONNECTION WITH THREADSI HYDRANT OFFSET �- 4 1/2" STEAMER CONNECTION 2 - WITH NST THREADS & 5" STORZ SEE VALVE BOX AND ADAPTER STYLE S-37 W/SC CAP 14 VALVE STEM DETAIL- 4„ 4-11 ¢^ 18"-24" � GROUND TO SUIT STANDPIPE TRENCH 3' MINIMUM6" FLANGED FIRE -' DEPTH HYDRANT TEE EACH PIPE JOINT 6" 11106 EBAA IRON, INC. 8' 2,000 6' CLASS 52 DUCTILE IRON PIPE CUT TO LENGTH 6' GATE VALVE, FL X MJ SEE NOTE BELOW VARIES 4"XB"X16" CONCRETE BLOCK HYDRANT SHOE BACKFILL TO TOP OF DRAIN RING HOUSING BOLTS WITH 2" WASHED ROCK AS SHOWN PLASTIC BARRIER BETWEEN 6' X 6' SHEET OF 11 MIL. PLASTIC OR CON- STRUCDON THRUST BLOCK AND TEE FABRIC, COVERING 2" WASHED ROCK CONCRETE THRUSTRI.00K CAST -IN-PLACE AGAINST NOTES FITTING ONLY t. HYDRANTS SHALL BE LOCATED IN ACCORDANCE 'MIH SECTION 6.060. IN ADDITION, A MINIMUM THREE FOOT RADIUS. UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND ALL HYDRANTS. 2. HYDRANTS SHALL BE DRESSER M & H RELIANT STYLE 129, CLOW MEDALLION OR AMERICAN AMC SERIES 2780 OR MUELLER CENTURION 3. GATE VALVES SHALL BE RESILIENT WEDGE NRS WITH O-RING SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT BY ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER M&H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. 4. FIRE HYDRANT LOO( PAYMENT IS REQUIRED CITY WILL ORDER AND INSTALL. ,IV"` CITY OF YELM APPROVED BY DWG: No. FIRE HYDRANT " 7 PUBLIC WORKS DIRECTOR DATE PLUG Au DES. MKD W IAKD JEG + O DATU4 12/2016 1 3' THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE J \� I�■i Q' �i ii�f1ow QIP`'/J/I` ;i �ii #4 REBAR TO MEET - 11 1/4' BEND •• VIEW - .. •• •• VIEW •�. - �J W ASTM A615 GRADE 80 °a 2,000 1,OOD 500 SIDE MEW SIDE r/ 8,000 CROSS• 2,300 1 FY=6000PS1 5,700 8' 14300 7 700 4000 2000 6,100 10100 i6- 10` 22 300 10 1 D 6 200 310 0 CROSS r• •. COMMERCIAL CONCRETE PAD PLUG 8,900 + O Pi., 1 3' VERTICAL 1 - 8' x S x 4' (IF OUTSIDE NOTES: '- CONCRETE1. r• 1 BE POURED AGAINST UNDISTURBED • 2. PLASTIC BARRIER SHALL BE PLACED: PAVED ROADWAY) BLOCKS AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE Z. ANCHOR REBAR SHALL BE 5/8' MINIMUM THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL 1 EXAMPLE : 12' - 90' BEND IN SAND AND GRAVEL 32,000 LBS -'3000 LB/ F. _ 10.7 S.F. OF AREA APPROVED B 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOL CONDITIONS. STAN1+'I 1 FWJ1 TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF DIRECTORDATE SERVICE. ; FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE J BROOK SERIES 36 CONCRETE 45' BEND #4 REBAR TO MEET - 11 1/4' BEND -..�~ - .. ..,-. .;,..s.', '.,,. •�. - OR TEE ASTM A615 GRADE 80 °a 2,000 1,OOD 500 2,800 6" 8,000 4,400 2,300 1,200 FY=6000PS1 5,700 8' 14300 7 700 4000 2000 6,100 10100 i6- 10` 22 300 10 1 D 6 200 310 0 15 800 1z' COMMERCIAL CONCRETE PAD :WbF': 8,900 + i Pi., %''1 3' - 8' x S x 4' (IF OUTSIDE 1*= '- • � • PAVED ROADWAY) 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 EXAMPLE : 12' - 90' BEND IN SAND AND GRAVEL 32,000 LBS -'3000 LB/ F. _ 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER SOL SQUARE FOOT MUCK, PEAT 0 IS ( 5'-0' 1.5' SAND 2,000 PAVEMENT 6- MIN. METER BOX SAND & GRAVEL 4,000 CEMENTED WITH TRNC FLOW 250 WATER KUPFERLE X77' HARD SHALE 10,000 CONNECTION HYDRANT OR CITY OF YELM APPROVED BY APPROVED EQUAL 71 910 VB 4-14 PUBLIC WORKS DIRECTOR DATE VALVE BOX WITH. 42" MIN. COVER LOCATE COVER SEE WIRE NOTE 1. 2' DIA. BRASS DUCTILE IRON 36" MIN. COMMERCIAL CONCRETE PIPE THRUST BLOCK 2" THREADED CAP WITH 2' I.P. FLANGE (TYP) THREADED TAP IN ROCK SWUNG JOINT AT BASE FOR ':::zi;. OF HYDRANT DRAINAGE 2' DIA. BRASS 4 PIPE BEDDING TO 2' 2' GATE VALVESHAL=EQUAL ABOVE PIPE THRUST BLOCK SQUARE M & H STYLE 4067 OR UNDISTURBED OPERATING NUT (COUNTER CLOCKWISE EARTH OPENING) SEE NOTE 2. N4IE8t. 1. VALVE BOX AND COVER SHALL BE PER YELM VALVE BOX DETAIL 6-11. 2. WATERMAINS WHICH WILL BE EXTENDED IN THE FUTURE, THE VALVE WHICH OPERATES THE BLOWOFF ASSEMBLY SHALL BE THE SAME SIZE AND INSTALLED ON THE MAINUNE AND PROVIDED WITH A CONCRETE THRUST BLOCK, CRY OF YELM APPROVED DWG. LA0. n 2 BLOW -OFF ASSEMBLY 4-9 PUBLICWORKS DIRECTOR DATE DES.DA MKD MKD ,EG z/2o1s THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE J PIPE 90' BEND 45' BEND 22-1/2' BEND - 11 1/4' BEND DEAD END DIAMETER OR TEE 4' 3,600 2,000 1,OOD 500 2,800 6" 8,000 4,400 2,300 1,200 5,700 8' 14300 7 700 4000 2000 6,100 10100 i6- 10` 22 300 10 1 D 6 200 310 0 15 800 1z' 32,000 17,400 8,900 a,SDo 22.700 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/ F. _ 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER SOL SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY HARD SHALE 10,000 CITY OF YELM APPROVED BY DWG LA0. THRUST LOADS 4-14 PUBLIC WORKS DIRECTOR DATE DA 12/2016 DES. MKD "MKD JF T REVISION BLOCK ` N0.1 DATE DESCRIP110NI. BY NUMBER 9339 or 12 J Z Z C4.1 O W � 14" 43,600 23,600 12,100 6,100 30,800 i6- 57,000 30,800 15,700 7,900 40,300 T REVISION BLOCK ` N0.1 DATE DESCRIP110NI. BY NUMBER 9339 or 12 J Z Z C4.1 O W � W � U U O O U Cl - U J J W OJN O �] U LJ U Q U CIO: LLJ DRAWING NC ws'2 9339BASE HEET.L.i DFL: GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). B. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. C. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. D. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. E. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. G. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. H. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. I. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED 'POWER". TAPE SHALL BE FURNISHED BY CONTRACTOR. J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE GENERAL NOTE 5.60-A). K. 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. L. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. M. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. N. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 0. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. P. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. Q. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. R. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5 - FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. S. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031-0 RAYN11TE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. T. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: 1. TANK INSTALLATION, IE; BEDDING AND LOCATION 2. TANK INFILTRATION, EXFILTRATION TEST 3. S.S. PRESSURE TEST 4. SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION U. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL. RESTORATION DEPTH TRACE TAPE 12" TO 18" UNDER THE VARIES. FINAL GRADE. \��� TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) TRENCH BACKFILL SAND, 6" SURROUNDING PIPE SEE NOTE 1, 2, 3 & 5 a lu BEDDING MATERIAL SEE NOTE 4 UNDISTURBED SOK CRUZ DEVELOPMENT NOIES; 1. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT IWLL COMPACT READILY COMPACT. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 4 -INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL NO SUBSTUTIONS WELL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. S. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. ,A REQUIRE SURFACE BASE rSTC = CRUSHED SURFACE TOP COURSE TYPICAL PIPE TRENCH ki SEC. 29, TWN. 17 N., RNG. 2 E., W.M. WIRE SIZE MAXIMUM DISTANCE EXISTING RESILIENT SEATED 150 FEET 1419B WITH BOLTED HINGED COVER OR EQUAL (MOUND LEST COCKS 6" MIN. SHUTOFF VALVES � COVER MARKING TO READ "SEWER" (USE IN 350 FEET 3 (4 REQ'D.) 8" MAX. (2 REOT).) 3" RESTORATION 14 GA. OF HEAVY INSULATED SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). DIRECT BURY COPPER TONING WIRE DECAL - SEE UNIONS FINISH BE CONNECTED BY USING D.BY. (2 REQ'D,) KITS MANUFACTURED BY 3M 14 GAUGE TONING NO GALVANIZED PIPE fi" MIN. WIRE a 3" WITHIN 12" BELOW LID 3" ASSEMBLY. SIDE VIEW METER BOX !_ 5. KEY FURNISHED BY THE STEP MAIN o b O° gIECT BACNFlLL CONNECT TO J GRAYfl. BASE EXISTING PVC 1. OR 2" CHECK VALVE 1"OR 2" SCHEDULE SERVICE UNE 40 PVC SNP O ® ® O SOURCE a 3/4" CONDUIT OR APPROPRIATELY VALVE SL x SL SIZED PER L&I ELECTRICAL CODE 1" OR 2" KBI BALL VALVE, SL x SL INSTALLATION NOTES: 1" OR 2" PVC NIPPLE, SL z SL 1. ALL SERVICE LINE CARSON BOXES SHALL SIDE BE LOCATED 4' FROM EDGE OF CURB TO COMPACT TO 855 TOP VIEW 6" CI OF YELM STRIP ON BOTH SIDES OF ROADWAY. r TYPICAL PUMP CONTROL PANEL REDUCING IEE SL z SL z SL 2.. GANG CARSON BOXES SHALL BE LOCATED OR PIPE SADDLE S APART TO CENTER OF BOXES UNIMPROVED 9JFACE 3. BALL AND CHECK VALVES TO BE CDMPACf Ta e55 INSTALLED IN CARSON BOXES ACCORDING it TO DRAWING. DATE iD/2a19 4. NO THREADED CONNECTIONS IN SERVICE PIPE BEDDING FOR LINES UNLESS PRE -APPROVED BY THE DIRECTOR OF HIS/HER DESIGNER. AD bMM r.. ORENCO TURBINE 10 GPM THE MATERIAL FOR DUPLEX AND CLASS i DIVISION 1 APPROVED BY I ILII- E I SHALL BE THE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN 51 TYPICAL 1" AND 2" SERVICE PUBLIC WORKS DIRECTOR DATE TE DA 110/2019 CITY OF YELM CONNECTIONS \iioioii ✓/ori DES.MKD MKD DMM TYPICAL 1,250-1,500 GAL. RESIDENTIAL DIRECTOR 1 " %`\i/\`ii"ii ✓i"ii�ii"/r,'p�ii"ir`i 5.9 PUBLIC WORKS DIRECTOR DATE HIS/HER DESIGNER OA oa CONCRETE TANK INSTALLATION AS SITUATIONS F MAY 11KD DMM 10/2019 ��w L"' � m 3r W 8t U 3oi=i g spa oYC$. °/� oRi°a°o°��Y-� (BELOW GRO 6 INSTALLATION) GRAVEL 12" MW. NOTE: ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH GROUND. - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRION TO INSTALLATION OF BACK FLOW PREVFNTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - IHE DCVA MAY BE INSTALLED ABOVE OR BELOW --i Z�Z a THE GROUND PROVIDED ALL CLEARANCES ARE MET. - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. -O - VALVE SHALL BE PROTECTED FROM FREEZING CONDITIONS. - THE BACK FLOW ASSEMBLY SHALL BE A CURRENT 4 2 WASHINGTON STATE DEPT. HEALTH APPROVED MODEL - A PLUMBING PERMIT IS REQUIRED. 2 n � H CITY OF YELM APPROVED BY DWG. NO. 415 DOUBLE CHECK VALVE PUBLIC WORKS DIRECTOR IuUi.MKD DATE ' ASSEMBLY 2" AND SMALLER F`3 .... 1/2016 MKD ;&G m� REQUIRE SURFACE BASE rSTC = CRUSHED SURFACE TOP COURSE TYPICAL PIPE TRENCH ki SEC. 29, TWN. 17 N., RNG. 2 E., W.M. WIRE SIZE MAXIMUM DISTANCE EXISTING RESILIENT SEATED 150 FEET 1419B WITH BOLTED HINGED COVER OR EQUAL (MOUND LEST COCKS 6" MIN. SHUTOFF VALVES � COVER MARKING TO READ "SEWER" (USE IN 350 FEET 3 (4 REQ'D.) 8" MAX. (2 REOT).) 3" RESTORATION 14 GA. OF HEAVY INSULATED SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). DIRECT BURY COPPER TONING WIRE DECAL - SEE UNIONS FINISH BE CONNECTED BY USING D.BY. (2 REQ'D,) KITS MANUFACTURED BY 3M 14 GAUGE TONING NO GALVANIZED PIPE fi" MIN. WIRE ;.. ON INLET SIDE OF PLASTIC OR CEMENT WITHIN 12" BELOW LID TO STEP TANK m ^ / ASSEMBLY. SIDE VIEW METER BOX !_ 5. KEY FURNISHED BY THE STEP MAIN o b O° gIECT BACNFlLL SEC. 29, TWN. 17 N., RNG. 2 E., W.M. TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE SERVICE BOX - CARSON INDUSTRIES MODEL NO. 150 FEET 1419B WITH BOLTED HINGED COVER OR EQUAL 250 FEET COVER MARKING TO READ "SEWER" (USE IN 350 FEET NON -TRAFFIC AREAS) RESTORATION 14 GA. OF HEAVY INSULATED SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). DIRECT BURY COPPER TONING WIRE DECAL - SEE ALL TONING WIRE SPLICES SHALL FINISH BE CONNECTED BY USING D.BY. SPLICE TO EXISTING GRADE KITS MANUFACTURED BY 3M 14 GAUGE TONING m WIRE a 4 � 360-458-8411 WITHIN 12" BELOW LID TO STEP TANK m ^ / a !_ 5. KEY FURNISHED BY THE STEP MAIN o / gIECT BACNFlLL CONNECT TO J GRAYfl. BASE EXISTING PVC 1. OR 2" CHECK VALVE 1"OR 2" SCHEDULE SERVICE UNE 40 PVC SNP 1" OR 2" K& BALL VALVE, SL x SL SEU:CT BACNFlLL SOURCE PVC SWING CHECK 3/4" CONDUIT OR APPROPRIATELY VALVE SL x SL SIZED PER L&I ELECTRICAL CODE 1" OR 2" KBI BALL VALVE, SL x SL INSTALLATION NOTES: 1" OR 2" PVC NIPPLE, SL z SL 1. ALL SERVICE LINE CARSON BOXES SHALL SIDE BE LOCATED 4' FROM EDGE OF CURB TO COMPACT TO 855 CENTER OF CARSON BOX IN PLANTER CI OF YELM STRIP ON BOTH SIDES OF ROADWAY. Y OR 2" x MAIN DIA. PVC TYPICAL PUMP CONTROL PANEL REDUCING IEE SL z SL z SL 2.. GANG CARSON BOXES SHALL BE LOCATED OR PIPE SADDLE S APART TO CENTER OF BOXES UNIMPROVED 9JFACE 3. BALL AND CHECK VALVES TO BE CDMPACf Ta e55 INSTALLED IN CARSON BOXES ACCORDING DA 10/2019 TO DRAWING. DATE iD/2a19 4. NO THREADED CONNECTIONS IN SERVICE PIPE BEDDING FOR LINES UNLESS PRE -APPROVED BY THE DIRECTOR OF HIS/HER DESIGNER. AD bMM r.. ORENCO TURBINE 10 GPM THE MATERIAL FOR DUPLEX AND CLASS i DIVISION 1 APPROVED BY DWG. NO. E I SHALL BE THE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN 51 TYPICAL 1" AND 2" SERVICE PUBLIC WORKS DIRECTOR DATE TE DA 110/2019 CITY OF YELM CONNECTIONS \iioioii ✓/ori DES.MKD MKD DMM TYPICAL 1,250-1,500 GAL. RESIDENTIAL DIRECTOR 1 " %`\i/\`ii"ii ✓i"ii�ii"/r,'p�ii"ir`i 5.9 TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE X12 AN COPPER 150 FEET ,y10 AWG COPPER 250 FEET � AWG COPPER 350 FEET 1•. 1. .:1 RESTTITABLE VE RESTORATION -7 SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). CRU9IED DECAL - SEE FINISH SPECIFICATIONS SURFACE TO SILENCE ALA BOLD 1OPT' COMPACT 70 955 PUSH LIGHT. FOR LETTERING m SERVICE CALL a 4 � 360-458-8411 WITHIN 12" BELOW LID CITY OF YELM PADLOCK WITH COMMON !_ 5. KEY FURNISHED BY THE AC PAVEMENT 0'kR CENTERED ON PANEL CITY OF YELM gIECT BACNFlLL ALARM LIGHT GRAYfl. BASE AND SILENCE Cp,I+ACT TO 955 BUTTON CONCAEIE SIRFACE FROM POWER SEU:CT BACNFlLL SOURCE (DMVEWAY/SDEWALK) 3/4" CONDUIT OR APPROPRIATELY COIWACT TO 955 SIZED PER L&I ELECTRICAL CODE EQUAL, USE ORENCO RISER NQTE;; NATI4E BACKFILL PANEL SIZE MAY VARY SIDE DEPENDING ON APPLICATION. COMPACT TO 855 S1M1aTN 8 CONBSTANT CI OF YELM APPROVED BY DWG N0. TYPICAL PUMP CONTROL PANEL DIAMETER. 5� PUBLIC WORKS DIRECTOR DATE UNIMPROVED 9JFACE N A / CDMPACf Ta e55 D�'MKD ")AKD 'D M DA 10/2019 �dIHS83NM0 N3M35 301S DATE iD/2a19 INSTALLATION ON EXISTING HOUSE PIPE BEDDING FOR TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE X12 AN COPPER 150 FEET ,y10 AWG COPPER 250 FEET � AWG COPPER 350 FEET 11 CRUSHED COURSE / 1 1 I •«� 1 1 1, ,, RESTORATION TABLE 1 SURFACE nIICKNESS BACKFILL/ CgNPAC110N COMMENTS/ OTHER RESTORATION DIFFERENT TYPES OF REpANTS REOUIREMENIS 1•. 1. .:1 RESTTITABLE VE RESTORATION -7 CONTROL WALL (CONTRACTOR TO FORM CRU9IED 8. FINISH GRADE SURFACE TOP COURSE COMPACT 70 955 SMOOIN 4 CONSSTANT m �W HOLE STRAPS AS BOX a 4 � WTH EXSTNIG WITHIN 12" BELOW LID �" WN. GRADE 8 AC. NBH ROADWAY TO CGN AC PAVEMENT 0'kR ppV� DyEp q• �� gIECT BACNFlLL 0 All E%ISDNG GRADES GRAYfl. BASE SURFACE TOP COURSE Cp,I+ACT TO 955 CURBS SLOPES SHALL MATCUi CONCAEIE SIRFACE NA7CN E%ISTNG SEU:CT BACNFlLL BACKFILL SEE (DMVEWAY/SDEWALK) COLKRETE 7HKMNE55 COIWACT TO 955 ESTORATION RMAINTAIN EQUAL, USE ORENCO RISER HYNtOS®/ PLAN7INCS NATI4E BACKFILL FETISH GRADE SHALL � SIDE OVER 4" MN. TYPE A TOP COMPACT TO 855 S1M1aTN 8 CONBSTANT � € SLOPE AS STEEP AS SET BY CITY OF YELM WTN EXISTING GRADE DIAMETER. AS POSSIBLE UOUNO BACKFll1 2" UNIMPROVED 9JFACE N A / CDMPACf Ta e55 SEWER LINE PUBLIC WORKS �dIHS83NM0 N3M35 301S DATE iD/2a19 INSTALLATION ON EXISTING HOUSE PIPE BEDDING FOR KU AD bMM FLEXIBLE PIPE ORENCO TURBINE 10 GPM THE MATERIAL FOR DUPLEX AND CLASS i DIVISION 1 pirJ,r\\pOpJiOjrOp``9r0/jg INSTALLATIONS WELL VARY. THE CONTRACTOR SHALL MEET E I SHALL BE THE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN 1/8" BY-PASS ORIFICE THE TYPICAL STEP INSTALLATION. IN THE DISCHARGE HEAD �nM CITY OF YELM APPROVED BY \iioioii ✓/ori ii d g r a TYPICAL 1,250-1,500 GAL. RESIDENTIAL DIRECTOR 1 " %`\i/\`ii"ii ✓i"ii�ii"/r,'p�ii"ir`i 5.9 PUBLIC WORKS DIRECTOR DATE HIS/HER DESIGNER OA oa CONCRETE TANK INSTALLATION AS SITUATIONS F MAY 11KD DMM 10/2019 ��w L"' � m 3r W 8t U 3oi=i g spa � L\\ --i Z�Z a -O 4 2 2 n � H � Qo� Z F`3 pp N. e0q� m� aG Nwg � o dZ � � W m�Z Z�Z=B=w O Q?� BY 4,J b� RESTORATION TABLE 1 SURFACE nIICKNESS BACKFILL/ CgNPAC110N COMMENTS/ OTHER TYPE DIFFERENT TYPES OF REpANTS REOUIREMENIS FIBERGLASS LID WITH *PUMP GARAGE GARAGE WALL CONTROL WALL (CONTRACTOR TO FORM CRU9IED 4" CRUSHED SURFACE SELECT BACKFILL FSNSH GRADE B1ALL � SURFACE TOP COURSE COMPACT 70 955 SMOOIN 4 CONSSTANT m �W HOLE STRAPS AS BOX a 4 � WTH EXSTNIG WITHIN 12" BELOW LID �" WN. GRADE 8 AC. NBH ROADWAY TO CGN AC PAVEMENT 0'kR ppV� DyEp q• �� gIECT BACNFlLL 0 All E%ISDNG GRADES GRAYfl. BASE SURFACE TOP COURSE Cp,I+ACT TO 955 CURBS SLOPES SHALL MATCUi CONCAEIE SIRFACE NA7CN E%ISTNG SEU:CT BACNFlLL MATCH EMSnNG FNISH (DMVEWAY/SDEWALK) COLKRETE 7HKMNE55 COIWACT TO 955 IIXNRE. AND GRADE EQUAL, USE ORENCO RISER HYNtOS®/ PLAN7INCS NATI4E BACKFILL FETISH GRADE SHALL � LAWN/LUIISCAPE OVER 4" MN. TYPE A TOP COMPACT TO 855 S1M1aTN 8 CONBSTANT � € 3. DISCONNECT COVER SHALL BE 5031-0 RAYNTHE AS SET BY CITY OF YELM WTN EXISTING GRADE DIAMETER. NAnY£ RACNFlLL UOUNO BACKFll1 2" UNIMPROVED 9JFACE N A / CDMPACf Ta e55 ABOVE Ewsnxc GRaoE I REVISION BLOCK N0. DATE DESCRIP77ON BY LU JIN U Z C.7 W NUMBER 9339 Z O 2 7 C U� CZI Z H= W U 2 U W .Lj U U Z DATE 3-11-2020 DRAWING NO Wt73 9339BASE HEET 14 OF15 CONTRACTOR TO SHIM, ETC. TO ACCOUNT FOR DIFFERENT TYPES OF SIDING FIBERGLASS LID WITH *PUMP GARAGE GARAGE WALL CONTROL WALL (CONTRACTOR TO FORM SCREWS AND PANEL BOTH CONDUITS AS PUMP � SHOWN FOR BOTH a 3/4" PVC CONDUITS) Y Z m CONDUIT o DISCONNECT STAINLESS STEEL TWO m �W HOLE STRAPS AS BOX a 4 � REQUIRED TO SECURE WITHIN 12" BELOW LID �+ 3/4" LB CONDUIT TO WALL o ELECTRICAL TO ELECTRICAL `30" DIA. RIBBED PVC UNE FROM / RISER WITH UNDER HOUSE -_EXISTING GROUND Ll O --� CONDUIT To- U STEP TANK _ _ J FOOTING/STEM y TO STEP ` WALL I \ - S TANK TANK 12" N9771;9;- 2 -PART EPDXY OR APPROVED 1. PUMP CONTROL PANEL DOOR SHALL OPEN EQUAL, USE ORENCO RISER COMPLETELY FOR FULL ACCESS TO INSIDE OF PANEL. TANK ADAPTOR FOR CONCRETE 03NItl1NItlN Al YJ TANKS POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. � € 3. DISCONNECT COVER SHALL BE 5031-0 RAYNTHE AS SET BY CITY OF YELM SINGLE GANG WEATHER PROOF COVER 1.406" DIAMETER. W 03NItl1NIVW B3NM0 APPROVED BY a DWG. NO. 5 5 TYPICAL PUMP CONTROL PANEL PUBLIC WORKS �dIHS83NM0 N3M35 301S DATE iD/2a19 INSTALLATION ON EXISTING HOUSE DES-MKD OWN KU AD bMM ORENCO TURBINE 10 GPM THE MATERIAL FOR DUPLEX AND CLASS i DIVISION 1 P.10 0511 051 PUMP WITH INSTALLATIONS WELL VARY. THE CONTRACTOR SHALL MEET S.O. POWER CABLE AND THE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN 1/8" BY-PASS ORIFICE THE TYPICAL STEP INSTALLATION. IN THE DISCHARGE HEAD �nM CITY OF YELM APPROVED BY DWG. NO. TYPICAL 1,250-1,500 GAL. RESIDENTIAL 5.9 PUBLIC WORKS DIRECTOR DATE i3 OA oa CONCRETE TANK INSTALLATION mL�i F 11KD DMM 10/2019 ��w L"' � m 3r W 8t U 3oi=i g spa � L\\ --i Z�Z a -O 4 2 2 n � H � Qo� Z F`3 pp N. e0q� m� aG Nwg � o dZ � � W m�Z Z�Z=B=w O Q?� BY 4,J b� o� CITY OF YELM APPROVED BY DWG. N0, PUBLIC WORKS DIRECTOR DATE 444 TYPICAL CONNECTION D�'MKD MKD 'DMM DATE 10/2019 I REVISION BLOCK N0. DATE DESCRIP77ON BY LU JIN U Z C.7 W NUMBER 9339 Z O 2 7 C U� CZI Z H= W U 2 U W .Lj U U Z DATE 3-11-2020 DRAWING NO Wt73 9339BASE HEET 14 OF15 CONTRACTOR TO SHIM, ETC. TO ACCOUNT FOR DIFFERENT TYPES OF SIDING FIBERGLASS LID WITH *PUMP GARAGE GARAGE WALL CONTROL WALL (CONTRACTOR TO FORM SCREWS AND PANEL BOTH CONDUITS AS PUMP � SHOWN FOR BOTH CONTRPANELOL 3/4" PVC CONDUITS) VALVE ASSEMBLY ORIENT m CONDUIT o DISCONNECT STAINLESS STEEL TWO �( �,Ia �W HOLE STRAPS AS BOX BALL VALVE SHALL BE REQUIRED TO SECURE WITHIN 12" BELOW LID �+ 3/4" LB CONDUIT TO WALL o ELECTRICAL TO ELECTRICAL `30" DIA. RIBBED PVC UNE FROM / RISER WITH UNDER HOUSE -_EXISTING GROUND Ll O --� CONDUIT To- N �To STEP TANK _ _ J FOOTING/STEM IN RISER TO STEP ` WALL I \ - S TANK TANK 12" N9771;9;- 2 -PART EPDXY OR APPROVED 1. PUMP CONTROL PANEL DOOR SHALL OPEN EQUAL, USE ORENCO RISER COMPLETELY FOR FULL ACCESS TO INSIDE OF PANEL. TANK ADAPTOR FOR CONCRETE 2. LOCATION OTHER THAN GARAGE WALL OR REMOTE TANKS POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. i" PVC FLOAT ASSEMBLY 3. DISCONNECT COVER SHALL BE 5031-0 RAYNTHE AS SET BY CITY OF YELM SINGLE GANG WEATHER PROOF COVER 1.406" DIAMETER. 1-1/4" DIA. INLET HOLES CITY OF YELM APPROVED BY a DWG. NO. 5 5 TYPICAL PUMP CONTROL PANEL PUBLIC WORKS DIRECTOR DATE DATE iD/2a19 INSTALLATION ON EXISTING HOUSE DES-MKD OWN KU AD bMM ORENCO TURBINE 10 GPM THE MATERIAL FOR DUPLEX AND CLASS i DIVISION 1 P.10 0511 051 PUMP WITH INSTALLATIONS WELL VARY. THE CONTRACTOR SHALL MEET I REVISION BLOCK N0. DATE DESCRIP77ON BY LU JIN U Z C.7 W NUMBER 9339 Z O 2 7 C U� CZI Z H= W U 2 U W .Lj U U Z DATE 3-11-2020 DRAWING NO Wt73 9339BASE HEET 14 OF15 USE 1" UNION TO CONNECT TESTING APARATUS FOR PRESSURE TESTING SERVICE ANTI SIPHON VALVE FIBERGLASS LID WITH 16" MIN RISER HEIGHT TYPICAL WITH ALL STAINLESS STEEL NON -TRAFFIC BEARING TANKS, 24" MAX SCREWS AND UNLESS DETERMINED BY QTY. NEOPRENE GASKET 1" DIA.PVC HOSE AND LEAVE ALL ARE TO ALLOW FOR PUMP VALVE ASSEMBLY ORIENT REMOVAL BALL VALVE AS SHOWN. ELECTRICAL SPLICE BOX WITH CORD GRIPS ALL BALL VALVE SHALL BE CONNECTIONS SHALL BE MADE WITH HEAT WITHIN 12" BELOW LID SHRINK BUTT CONNECTORS 24" PVC RISER SLOPE GROUND AWAY FROM RI `30" DIA. RIBBED PVC WND 10" FROM TO' OF RISER TO / RISER WITH 14 GAUGE U OF ELECTRICAL CONDUIT / NEOPRENE GROMMETS INSULATED DIRECT CONDUIT SEAL BURY TONING WERE 314° / TONING WERE -INSTALL RI INSTALL IN RISER m ELECTRICAL CONDUIT IN RISER CASE BY CAS TO POWER _I EFFLUENT DISCHARGE 1" GAP 2 -PART EPDXY OR APPROVED EQUAL, USE ORENCO RISER LIQUID AL RM TANK ADAPTOR FOR CONCRETE ONE WAY TANKS NLET"T' m i" PVC FLOAT ASSEMBLY AS SET BY CITY OF YELM 4"® 1-1/4" DIA. INLET HOLES ORIFICE AROUND PERIMETER OF VAULT a 4" DIA. PVC FLOW INDUCER PVC BIOTUBE BAFFLE SUBMERSIBLE EFFLUENT ORENCO TURBINE 10 GPM THE MATERIAL FOR DUPLEX AND CLASS i DIVISION 1 P.10 0511 051 PUMP WITH INSTALLATIONS WELL VARY. THE CONTRACTOR SHALL MEET S.O. POWER CABLE AND THE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN 1/8" BY-PASS ORIFICE THE TYPICAL STEP INSTALLATION. IN THE DISCHARGE HEAD �nM CITY OF YELM APPROVED BY DWG. NO. TYPICAL 1,250-1,500 GAL. RESIDENTIAL 5.9 PUBLIC WORKS DIRECTOR DATE OA CONCRETE TANK INSTALLATION DEs-MKD 11KD DMM 10/2019 I REVISION BLOCK N0. DATE DESCRIP77ON BY LU JIN U Z C.7 W NUMBER 9339 Z O 2 7 C U� CZI Z H= W U 2 U W .Lj U U Z DATE 3-11-2020 DRAWING NO Wt73 9339BASE HEET 14 OF15