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20080243 Civil Plans 3 12102012 (Yelm Day Care)3 a 3E w b SEC 24,T17N,R1ElWM YELM DAY CARE O PPLICANT PARCEL, CONSTRUCTION PLANS PARCEL, 21724131001, 21724131207 DINNER /APPLICANT. YELM, WASHINGTON ALLEN 4 MARIJKE DEUTSCHER 1401 MARVN RD NE STE 307 LACEY, WA 98516 ZONING" - C-1 (VILLAGE RETAIL) .� ✓ /O r ✓ CONSULTANTS CIVIL 2102 CARRIAGE EVE BLDG H y d OLYMPIA. WA 98502 PH: (360) 352 -1465 > = 9J` ✓ ,!!�/ ' p s�47,'4i s FX (360) 352 -1509 CONTACT: JIM GIBSON, PE GOVERNING AGENCIES CITY OF YELM PO BOX 479 105 YELM AVENUE WEST YELM. WASHINGTON 98597 PH: (360) 458 -3835 UTILITIES SEWER/WATER: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 96597 PH: (360) 458 -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE: LDJAY 2910 HOGUM BAY RD. NE OLYMPIA, WA 98516 PH: (360) 923 -0111 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 47H ST BELLEVUL WA 98009 PH: (425) 452 -1234 FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261-0945 FX: (253) KA -4215 BUILDING SETBACKS: FRONT 15 FT SIDE 10 FT BACK 20 FT LANDSCAPE BUFFER: CORNER ENHANCMEENT REQUIRED TYPE 2 8 FT TYPE 3 6 FT TYPE 4 PARKING LOT TYPE 5 STORMWATER CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAVING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONDITIONS OF APPROVAL: 1. THE HEARING EXAMINER HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS REQUEST. 2. THE APPLICANT HAS SHOWN THAT THE REQUEST FOR SITE PUN REVIEW SATISFIES ALL CRITERIA SET FORTH IN CHAPTER 17.26 YMC FOR THE C -1 Z@E CLASSIFICATION AND ALL CRITERIA SET FORTH IN YMC 17.65.030(8) FOR CHID DAY CARE CENTERS. THEREFORE, SITE PLAN REVIEW FOR THE PROPOSED DAY CARE FACILITY SHOULD BE APPROVED SUBJECT TO THE COND17M SET FORTH HEREINAFTER. 3. PURSUANT 70 YMC 16.12170 THE APPLICANT HAS SHOWN THAT THE REQUEST FOR BINDING SINE PLAN APPROVAL MAKES APPROPRIATE PROVISION FOR THE PUBLIC HEALTH, SAFETY, AND GENERAL WELFARE FOR OPEN SPACES, DRAINAGE WAYS, STREET% ROADS, ALLEYS, OTHER PUBLIC WAYS, TRANSIT STOPS, POTABLE WATER SUPPLIES, SANITARY WASTE, PARKS AND RECREATION, PLAYGROUNDS. SCHOOLS AND SCHOOL GROIN' % AND SAFE WALKING CONDITIONS. 4. THE PROPOSED BINDING SITE PLAN CONFORMS WITH THE C-1 ZONE CLASSIFICATION AND ALL APPLICABLE DEVELOPMENT REGULATIONS 5. ALL PUBLIC FACILITIES AND SERVICES IMPACTED BY THE BINDING SITE PLAN ARE ADEQUATE AND HAVE THE CAPACITY 1O SERVE TLE PROJECT CONCURRENTLY. THE PROJECT S WITHIN AN APPROVED SEWER SERVICE AREA THAT HAS THE CAPACITY TO SERVE ALL THREE LOTS. 6. THE PROPOSED BINDING SITE PLAN WILL SERVE THE PUBLIC USE AND INTEREST BY PROVIDING A CONVENIENT LOCATION FOR A CHILDCARE FACILITY, . MEDICAL IONIC, AND VETERINARY CLINIC AND THEREFORE SHOULD BE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE CONDITIONS OF THE MITIGATED KTERMINADON OF NON-SIGNIFICANCE ARE HEREBY REFMCED AND CONSIDERED CONDITIONS OF THIS APPROVAL 2. A DETERMINATION THAT A POTABLE WATER SUPPLY ADEQUATE TO SERVE THE DEVELOPMENT SHALL BE MADE AT FINAL PUT AND/OR PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT. 3. FRONTAGE IMPROVEMENTS WILL BE REQUIRED ALONG BERRY VALLEY ROAD SW AND SHALL BE CONSISTENT WITH THE CITY OF YELM'S DEVELOPMENT GUIDELINES. 4. BUILDINGS SHALT. CONFECT TO THE CITY'S WATER SYSTEM. THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE TINE OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246-290 -49D WAC SHAD. BE MET PRIOR TO ISSIIANCE OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ES11MAIE FOR WATER USAGE WILL BE REQUIRED AS PART OF THE CIVIL PUN SUBMISSION. N APPLICANT N REQUIRED TO INSTALL A REDUCED PRESSURE BACKFLOW ASSEMBLY DEVICE AT EVERY WATER METER 5. ALL BUILDINGS SHALL CONNECT TO THE CITYS STEP SEWER SERVICE THE CONNECTION FEE WILL BE BASED ON WATER USAGE CALCULATIONS AND ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE PROVISIONS FOR GREASE INTERCEPTORS SHALL BE MADE S. A FINAL STORMWATER PLAN MEETNG EITHER THE 1992 DOE STORMWATER MANUAL OR THE 2005 STDI WATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON SHALL BE SUBMITTED ITTED 91H CIVIL ENGINEERING PLANS AND SHALL INCLUDE AN OPERATION AND MAINTENANCE PLAN. THE STORMWATER SYSTEM SHALL DE HELD IN COMMON BY THE PROPERTY OWNERS OR CONDOMINIUM ASSOCIATION AND THE ARTICLES OF INCORPORATION FOR THIS ASSOCIATION INCLUDE PROVISONS FOR THE ASSESSMENT OF FITS FOR TILE MANTDIANCE AND REPAIR FOR THE STORMWATER FACILITIES BEST MANAGEMENT PRACTICES ARE REWIRED DURING CONSTRUCTION OF THE SYSTEM. 7. A MINIMUM 15 FOOT WIDE ACCESS GATE SHAT BE INSTALLED ON BOTH THE dd, i 9 f e4 J f l f r r t NORTHWEST AND SOUTHEAST SIDE OF THE PLAY AREA FENCE WITHIN THE UTLITY EASEMENT TO ALLOW ACCESS TO UTILITY LINES 8, A NON - PERMANENT BARRICADE MEETING THE RECUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE SNALL BE PLACED AT THE SOUTHEAST END OF THE UTILITY EASEMENT AT BERRY VALLEY ROAD TO PREVENT PUBLIC ACCESS. 9. THE DAY CARE FACILITY SHALL PROVIDE ONE (1) PARKING STALL PER EMPLOYEE BASED ON THE GREATEST NUMBER OF EMPLOYEES ON A SINGLE SHIT, PLUS A LOADING AND UNLOADING AREA WITH STORAGE FOR 3 CARS. THE MEDICAL CLINIC AND VETERINARY CLINE SHALL PROVIDE ONE AND ONE -HALF PARKING STALL PER PATIENT TREATMENT ROOM /AREA, PLUS ONE SPACE PER EMPLOYEE BASED ON THE GREATEST NUMBER OF EMPLOYEES -ON A SINGLE SHIFT. AT LEAST ONE (1) HANDICAP STALL IS REQUIRED FOR EVERY 25 STALLS. A MINIMUM OF 3 PARKING SPACES SHALL BE LABELED AS SHORT TERM PARKING FOR UNLOADING AND LOADING PURPOSES. THE CIVIL PLANS SHALL INCLUDE A PARKING PLAN THAT SPECIES THE NUMBER OF EMPLOYEES AND TREATMENT ROOMS FOR THE PROPOSED BUSINESSES 10 REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE GENERATED ON SITE AND DEPOSITED BETWEEN COLLECTIONS. WHEN SERVICE AREAS ARE VISIBLE FROM THE SIDEWALK OR ADJACENT PROPERTIES, THE ELEMENTS MUST BE SCREENED WITH A SCREENING WALL AND LANDSCAPING. DEPOSITED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE. SCREEING SHALL BE OF A MATERIAL AND DM COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF THE ASSOCIATED STRUCTURE, SHALL BE AT LEAST AS HIGH AS THE REUSE CONTAINER, AND MUST BE AT LEAST SIX-FEET IN HEIGHT. THE LOCATION AND ACCESS TO ALL REFUSE ENCLOSURES SHALL BE APPROVED, IN WRITING, BY LEMAY, INC. PRIOR TO CIVIL PLAN APPROVAL e9e;@'cr O ;Ul� VICINITY MAP NOT TO SCALE SHEETINDEX SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 1 CV -01 COVER SHEET 2 SP -01 97E PLAN 3 HC -01 HORIZONTAL CONTROL PLAN 4 EC-01 EROSION CONTROL PLAN 5 EC -02 TESL NOTES AND DETAILS 6 CG-01 GRADING PLAN 7 CG-D2 DRAINAGE PLAN 8 OG-03 GRADING AND DRAINAGE NOTES 3 DETAILS 9 SP -02 SITE PLAN DETAILS 10 UT -01 WATER AND STEP SEWER PLAN 11 UT -02 STEP SEWER PLAN 12 UT -03 STEP DYER TANK DETAILS 13 UT -04 SANITARY SEWER NOTES AND DETAILS 14 UT -05 SANITARY SEWER DETAILS 15 UT -06 WATER NOTES AND DERAILS 16 UT -07 WATER DETAILS 17 UT-08 FRONTAGE - UTILITY PLAN AND PROFILE 18 UT -09 FRONTAGE - UTILITY PLAN AND PROFILE 19 PP -01 FRONTAGE - ROADWAY / STORMWATER 20 PP -02 FRONTAGE - ROADWAY / S70RMWAIER 21 IL-01 IFRONTAGE - STREET LIGHTING PLAN it FIRE PROTECTION SHALT. BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS ADOPTED BY THE CITY OF YELM. A FIRE IMPACT FEE PURSUANT TO SECTION 15.40.020 (60) YMC IS ESTABLISHED AT A RATE OF TD.32 PER SQUARE FOOT OF (DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM (FEE SUBJECT TO CHANGE) 12. THE CIVIL PUGS SHALL INCLUDE A FINAL LANDSCAPING PLAN GDIERALLY CONSISTENT WITH THE PRELIMINARY PLAN WITH THE CHANGES NOTED IN THE LANDSCAPING SECTION OF THIS APPROVAL IRRIGATION FOR THE SITE SHALL BE CONSISTENT WITH WATER CONSERVATION REWINMENTS LISTED IN THE LANDSCAPE SECTION OF THIS APPROVAL. 13. THE CIVIL PLAN SUBMISSION SHALL INCLUDE SUFFICIENT DETAIL TO IDENTIFY HOW THE FOLLOWING ELEMENTS OF THE YELM DESIGN GUDEINES WILL SE MET: a PEDESTRIAN PATHWAYS THROUGH THE PARKING LOT AND FROM THE PUBLIC SIDEWALKS TO TFE SITE SHALL BE PROVIDED, AND BE OF A MATERIAL SIGNIFICANTLY DIFFT3ENT THAN THE PARKING LOT PAVING N BOTH TEXTURE AND COLOR. b. ADEQUATE LIGHTING SHALL BE PROVIDED FOR SAFE PEDESTRIAN CIRCULATION FOR ALL WALKWAYS AND PATHS THROUGH PARKING LOTS. a CHAIN LIT( FENCING IS PROHIBITED WHERE VISIBLE FROM TAHOMA BOULEVARD AND BERRY VALLEY ROAD SW. 14. BUILDING PLANS SHALL BE CONSISTENT WITH THE PRELIMINARY ELEVATIONS TO MEET THE INTENT OF THE DES" GUIDEIIES FOR BUILDING APPEARANCE THE CORNER ENHANCEMENT AT TAHOMA BOULEVARD AND BERRY VALLEY ROAD SHALL BE SHOWN AS PART OF THE BUILDING PLAN SUBMISSION PACKAGE FOR THE FIRST OF PROPOSED FUTURE BUILDINGS, 15. STREET LIGHTING S REQUIRED ON BERIRY VALLEY ROAD AND SHALL BE SUBMITTED AS PART OF THE CIVIL PUNS AND ONCE APPROVED, THE APPLICANT SHALL COORDINATE THE INSTALLATION WITH INTOLIGHL. BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND Y BRASS DISK, IN CAS:, MARKED IS 27192" AT THE INTERSECTION OF TAH OMA BOULEVARD AND BERRY VALLEY ROAD. ELEVA10 = 336.60', N GVD -29. i i s 0 50 100 SCALE IN FEET APPROVED FOR CONSTRUC110N BY: Date: Ileveiopmcm9enim APPROVAL EXPIRES: 9 N I In a J J Z W 0 N u z w ¢g allo z m z � f Q z a Q m•i2 z 3m3 Ix wo3 W >m z Qa3 Q z w Wz W a , LLJ OG O Lu V z N N Q LLj Q v L1J yy,�� T I CV -01 l 13 Y �y m CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND �^ PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SIR/ 1 `© 0 13 !1'A y, 18 4 f 15 od q TYPE 4 ..: ' . LANDSCAPING :• AREA (TYP) 15 7 -� 15 SEC 24, T 17 N, R 1 E,WM LEGEND: zx CONSTRUCTION NOTES: 1. REMOVE OUSTING DRIVEWAY AND REPLACE WITH NEW 2W f PROPOSED CURB CONCRETE DRIVEWAY. FOR MORE INFORMATION SEE SHT / SP-02 PROPOSED BUILDING 2. INSTALL NEW 26• CONCRETE DRIVEWAY. FOR MORE INFORMATION SEE SHT SP-02 \ /f SIDEWALK 3. CONSTRUCT CEMENT CONCRETE BARMER CURB. d/ SEE SHT SP -02 FOR DETAILS / REFUSE 4. CONSTRUCT INTEGRAL CEMENT CONCRETE CURB AND SDEWALK, e dd SEE SHT SP -02 FOR DETAS. PHASE LINE 5, CONSTRUCT 105(14' REFUSE AREA SEE SEPARATE 0 30 SO I ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS. SCALE IN FEET d " . > 6. CONSTRUCT CONCRETE PEDESTRIAN SIDEWALK. /! THIS CROSSWALK/WALKWAY SHALL BE CONSTRUCTED FLUSH WITH THE ADJACENT ASPHALT DRIVIm SURFACE SEE DETAILS ON SHT SP -02 ♦: : �\ !f 7. CONSTRUCT CONCRETE SIDEWALK. / SEE SHT SP -02 FOR DETAILS 3 / d 8. INSTALL LANDSCAPING AND IRRIGATION. SEE SEPARATE \' gd LANDSCAPE AND RMCATION PLANS PROVIDED BY CLANGER AND / ASSOCIATES 9. CONSTRUCT STORMWATER INFILTRATION FACILITY. !t' SEE SHT CG-03 FOR DETAILS AND SECTIONS ?'• .: \ 2 s 10. CONSTRUCT BERRY P P - FRONTAGE 0 L-7 � SH P-OZ P03 PM 08 AND IL-01 - g FOR DETAILS AND SECTIONS ?p.•• /��/ ♦ > 11. INSTALL 6' TALL ROD IRON FENCE. DETAILS AND SPECIFICATIONS �Q+ W WIDE TYPE 2 % SHALL BE PROVIDED BY OWNER AND APPROVED BY THE ; . • LANDSCAPING AREA gf CFTY. CRAB LINK FENCING SHALL NOT BE ALLOWED. ♦ J/ 12. INSTALL MIN 15' WIDE GATE DETAILS AND SPECIFICAIIONS } ♦ a 11 1 MALL BE PROVIDED BY OWNER AND APPROVED BY THE CITY. 11 CONSTRUCT BUILDING(S) IN LOCATION SHOWN ON THESE PLANS. SEE SEPARATE ARCHITECT PLANS AND SPECITCATIOIS FOR 15 } 6' SECURITY FENCE -X' \ ; N g CONSTRUCTION OF BUILDINGS. 4 ` \ ✓/ 14. CONSTRUCT ADA PARKING STALLS AND STRIPING 5 PLAY AREA \ / SEE SHT SP -02 FOR DETAILS. 71 \ \ gf 15. INSTALL PARKING LOT STRIPING AND DIRECTIONAL ARROWS. ' • : �., d SEE SHT SP -02 PARKING LOT STRIPING DETAILS f .a.,i `♦ gg 16. INSTALL HARDSCAPEJUNOSCAPING FOR CORNER ENHANCEMENT. SEE SEPARATE PLANS PROVIDED BY GLANDER AND ASSOCIATES O r3 Hit- 2PE3 TYPE 5 LANDSCAPING; AREA 17. NSP TAALL TYPE 3 BCADE SEE DETAIL ON SHT. SP -02 d ✓a��7- ♦ / (FROM MIS TO TOP OF SLOPE) CONTRACTOR TO COGRDINAIE N11N CITY FOR FINAL LQCA7ION. ::� 118, INSTALL ADA CURB RAMPS SEE DETAILS ON SHT. SP -02 FOR ' 19 SPECIFIC REQUIREMENTS OF RAMPS ,. �f.. 4 DAY CARE t3 \ 8 1% CURB SHALL BE PANTED TRAFFIC RED WITH V WHITE "NO 9,768 SF PARKING - FIRE LANE' S790B 50' O.C. 21 6 , f t/, / {I , ` ♦ 20. INSTALL 'NO PARKING' SKIN 21. INSTALL 'PARKING FOR LOADING AND UNLOADING PURPOSES ONLY SIGN 19 n- 4 r9 ♦ \ i O"O' 3 78 2015 18 14 0 . 15 3 INFI TRATION POND a \ 19 @5 "' ♦ 7y 8 WIDE TYPE 2 `�!� :�;�•' •} e �•' ' •' • • • . • • • • • . .'..'.•. LANDSCAPING AREA •2 �,. •�. '+. - .� �„�,r„r�.h+ +. .. '.�(, \•_ -•_.'.•..'.• BERRY VALLEY ROAD \ s APPROVED FOR CONSTRUCPION BY: Dale APPROVAL EXPIRES: N N N A N pN� N OR f i� a � g z � J o J Q m W C.i Z z �j w u z ? W Q x � IW— z a m C w z L U m 1 � w w � >$3 QZ t9 p a w WZ W a I c.:w Z Q 0O C.i O" Q � IW— 3 C L c.:w 0 4 0 i g ysA� c3 0 �g N N sz 1 ,,- 4.;w (� / L= .iii, R= 551.906 a^S A= 006.8840 i dV Im 4 . ✓' Add / /,C aye ^•Y' 1�4f `oa p'J 0 d d At ZIP / 'o" Q /d/ a� III � a ` Ally': Al t d e / s y I,. e, LANDSCAPING ENHANCEMENT 9a L =34.771, R =138.000 A- 014.4364 9' 9' 9a L SEC 24, T 17 N, R 1 E,WM r0 s d d d f \ \ df \ df d \ \ ff \ \ 0 RS \ f \ d d S d PLAY AREA / ' d 6� 777,7 Jr rl r7:7 77-77 .r; DAY CARE 9,768 I i8�81 1 9W I I I I I I I9` a BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2' BRASS DISK, IN CASE, MARKED 1S 271927 AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. GENERAL NOTES: 1. ALL DIMENSIONS ON THIS SHEET ARE TO FACE OF CURB. 2. BERRY VALLEY ROAD RIGHT OF WAY TO BE DEDICATED. THE DEDICATION SHALL BE 2W MEASURED FROM CENTERLINE OF RIGHT OF WAY TO EDGE OF RIGHT OF WAY LINE. r \ 0 30 \ \ SCALE IN FEET 60 BERRY VALLEY ROAD — — ^ —� _ _ _ _ _ — --- - — 17 +00 NW 14' 30.5-W 683.30 \ e CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND APPROVED FOR CONSTRUCTION PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND BY: Oft: LOCATE UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Dowlapmne ser4n EXCAVATION. APPROVAL BYPBM: wig NN I ^ N m ^ N N E5 i5 N J N J N m WZ J � N Z W UW _ Q w N U 5N 0 v a Z z J O c O M LLJ o �;s Z a ova mom= U z �" NM3 � w wo3 �m3 Qz Z oa w W< W W K I s I .v HC-01 - -- 3 m 21 a. J � LLJ o � F U v a LLJ I .v HC-01 - -- 3 m 21 a 0 E� s 0 a� ��3 �� NN N a W 2 EROSION CONTROL NOTES: SILT FENCE I. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, NTH A MINIMUM B -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2 POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WARES OR HOG RINGS THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TD THE FENCE AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRG IS STAPLED OR PARED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY WRING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. INLET PROTEC7IONk 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE IILET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 I0fA AND 12 INCHES WIDE THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2 PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BERG WASHED THROUGH THE BLOCKS USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS USE 3/4-10 3-INCH GRAVEL. 4. PLACE WE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE USE HARDWARE (LOTH OR COMPARABLE. WIRE MESH WITH 1/2 -INCH OPENINGS IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS PUCE FILTER FABRIC OVER WIRE MESH, 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLAN XETS 1. WHERE SDL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2 JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH F 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL 1 NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NQ 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SW AI Fc• 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2 THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE CHECK DAMS: S I. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. a 2 ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM S LOWER THAN THE EDGES. 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6-INCH DIAMETER LOGS THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 9 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALLS CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL a 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMUA71ON AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE CRI NAL DAM HEIGHT OR BEFORE CONSTRUCTION EMTRANCES: I. MATERIAL SHALL BE 4' TO 8' QUARRY SPALLS AND MAY BE TOP- DRESSED WITH f TO Y ,'N ROCK. ag = g 2 THE ROC( PAD SHALL BE AT LEAST 12 (INCHES 1NCK AND NCO FEET LONG. WIDTH SHALL BE ' THE FIAT. WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA SMALLER PADS MAY BE S APPROVED FOR SINGE - FAMILY RESIDENTIAL AND SMALL COMMERCIAL SI7ES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. N 4. IF THE PAD DOES NOT ADEQUATELY RE=MOVE THE MUD FROM THE VEHICLE WHEELS THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DOE ON AN AREA COVERED WITH CRUSHED RUCK AND WASH WATER SHALL DRAIN TO A z SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE SEC24,T17N,R1 E,WM GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BERM THE MANUALS, THE MOST STRINGENT SHALL PREVAIL 2 EROSION CONTROL MEASURES ARE NOT UMIIED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES NO SILTA70 OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN 70 PREVENT MIGRATION TO SILTS TO OFF -SITE PROPERTIES. 3 EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGEKy SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PR0JECT/CONSiRUC7I N SITE B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO STABILIZED ENTRANCE DETAIL. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS/EGRESS POINTS TO CONSTRUCTION SITE 4. ALL ERO90N/SEDIMENTATKN CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPENRATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, NWNTENAMM REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, THE ENGINEER. OR THE CITY OF YELM. S. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SNALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADIXTKXNS TD THE EROSION CONTROL LEASINES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND /CR PROJECT EGIEER. FAILURE TO COMPLY V47H ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. WRING THE WET SEASON (NOVEMBER 1 THROUGH MARCH 31 INCLUSIVE). ALL DSTURBFD SAILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLINE, BUT ARE NOT LIMltm Tb, COVERING THE AFTEOTED AREA NOUOIG SPOIL PILES WITH PLAS71C SHEETING, STRAW MATTING, JUTE MATTING. STRAW MULCH, OR WQOO CHIPS. SENDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE S17E ON A REGULAR BASIS ADDITIONAL MEASURES MAY BE REWIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. OWING AND GRADING LIMITS SHALL STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEI•ANKE SYSTEM. 11. ALL OFF -SIZE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12 THE CONSTRUCTION OF TRENCHES (EC�, PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT NO MORE THAN 5D0 FEET W TRENCH ON A DOWNSLPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE RIME B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES 11 TRENCH DEWMERING DEVICES SHALL LOE DSCIURGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STEAMS, DRAINAGE SYSTEMS, OR OFF -SIZE PR"TIEA 14. TRACKING OF SON, MUD, OR DEBRIS QFF -sITE WILL NOT BE ALLOWED. F SQL, MUG, OR DENS IS TRACKED ONTO A PUBIC ROADWAY, THEN IT SE{ALL BE REMOVED BY THE END OF THAT WORK= DAY. TO PREVENT THE TRACKNG OF SOIL MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICIrS TIRES MAY BE REQUIRED PRIOR TO ENTERNO A PUBLIC ROADWAY. 15. ALL DS1UtBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING OUT NOT LIMITED 70 ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS STAGING AREAS CONSTRUCTED WETLANDS AND CUT/FILL SLOPES 16. ALL SEEDED OR SODDED AREAS SHALL., BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE AREAS SHALL BE REPAIRED. RESEEDED, AND FERTLIZED AS REQUIRED. 17. 70 MAINTAIN FUNCTION, FILTERS SHALL, BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DEiE NINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WILL SE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT 7RANSPORTT, 19. ALL TEMPORARY EROSION CONTROL. MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SINE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PDNDS OR SILT FENK£ SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SITE DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAYS GRATE ZlIT !/ill FRAME OVERFLOW BYPASS SEDIMENT AND DEBRIS FILTERED j WA7670 i CROSS SECTION NWMWAE GRATE RETRIEVAL SYSTEM O'A7RFLOW BYPASS GEOTDMLE CB FILTER, PER MANUFACTURR'S SPECIFICATBONS ISOMETRIC VIEW NCTTOSCALE a MRMWWIM SEWAKFORanCPaYMWA WA9la7dM m STORM DRAIN INLET PROTECTION wl CB FILTERS nom IN FILTER FABRIC SHALL BE SPLICED AT USE STAPLES, WERE RINGS OR EQUIVALENT TO 1 FABRIC 70 POSTS FABRIC MATERIAL 60' WIDE ROLLS. USE S OR WIRE RINGS TO ATTACH FABRIC TO WE '.4 Go WIRE FABRIC OR EQUIVALENT, IF I LRD STRENGTH FABRIC USED b \ !BURY BOTTOM OF FILTER rOR MATERIAL IN 4'X4' MN TRENCH CH, PROVIDE 6'-0' MAX ' WASHED POST SPACING MAY BE INCREASED TO 8' F VE BACKFILL WIRE BACKING IS USED OSTS STEEL OR EQUIVALENT Roffa 2 ff MYATBiINt WMMMMLFCR171YCFCLYWA WPM WMIM om SILT FENCE Iu 4' -8' QUARRY LL DRIVEWAY CULVERT IF THERE ROADSIDE DITCH PRESENT NQiES� 1. DRIVEWAY SHALL MEET THE REQUIREMENTS OF THE PERMITTING AGENCY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD ROMMa 8rg9W5HKD'RNWMM4KFMC 0F0LWA WABX MIMN DATE STABILIZED CONSTRUCTION ENTRANCE APPROVED FOR CONSTRUCTION BY: Date: APPROVAL E "] RES: 414 N N N N 0 E N J° m m W N Z W U Z W w = 3$� N e a N p z IL =LLB Q 4 m °w U e z �" 3m3 � w >�3 Q z Z QQ3 III z W a z co J Q p LU O Z Cn Lu O � � Z dui v W L- I 0 s 0 a a F U s 0 t� N NW gi Z 2� v b g 19 A-k SEC 24, T 17 N, R 1 El WM STORM DRAINAGE NOTES: ! d 1 $F STORMWATER CONSTRUCTION NOTE: LEGEND: i. CONTRACTOR SHALL RECORD ANY S SHALL LL BE KEPT FROM 1. CONSTRUCT STORMWATER INFILTRATION POND. ENGINEERING PLAN. THESE RECORDS SMALL BE KEPT ON 9D - PROPOSED STORM DRAINAGE CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON / °! d f � � . W/ ' SEE Si�LT CG 03 FOR DETAILS AND COMPLETION OF PROJECT. '' "% % s ,: '% DIMENSIONS TYPE 1 CATCH BASIN f P 2 THE CONTRACTOR SHALL VERIFY OIA LENGTH, CONDITION, PIPE !' F . ✓ ' ' '. j5% i 2. INSTALL TYPE 1 CATCH BASIN. SEE WSDOT ® TYPE 2 CATCH BASIN TYPE SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE ..�; STANDARD PLAN B- 520-01 FOR DETAILS AND EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION 4f THIS SHT FOR LOCATIONS AND INVERTS. O AQUA SWIRL. SEE SHEET PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES lb /l;.,:. y / r CG-03 FOR DETAIL ENGINEER PRIOR TO CONSTRUCTION. .lL' P s; % 3. INSTALL TYPE 2 -48' CATCN BASIN. SEE WSDOT ROOF DRAIN 3. CONTRACTOR SMALL FURNISH AND INSTALL ALL MATERIALS AND s s •: � f jp \ ? STANDARD PLAN B- 1D2D -00 FOR DETAILS AND ' 1 ,p' \ THIS SHT FOR LOCATIONS AND INVERTS. EQUIPMENT NECESSARY TO COMPLETE THIS WORK. t d 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT 10 , 0 30 BO 4. INSTALL AQUA -SWIRL CATCH BASIN r . ♦ __ CONCENTRATOR MODEL AS-2 SEE SIT CG-03 CENTER OF STRUCTURE /f `� ,'r� �y ` ! .,' FOR DETAILS / \ SCALE IN FEET 5. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO �/ J CENTER Of STRUCTURE :\ . INSTALL SKIM QUARRY SHALL PAD AT THE ff ° ` `♦ SKIM S70RMWATM POND OUTLET. 6. PUN LOCATIONS OF OTHER UTILITIES ARE DIAGRAMMATIC ONLY. F,' 6. CDNTACTOR TO CONNECT ROOF DRAIN CONTRACTOR TO VERIFY FOR THESE SYSTEMS, VERIFY AND �... j/f COORDINATE LOCATIONS WITH NEW FACILITY NSTALLATIONS IE NOT /° °_:, �� f ✓ " °" � f ° �\ ,� 0 ° DOWNSPOUTS TO 6' PVC 11GHTLINE ROOF DRAIN ( CATCHBASIN INFORMATION: WHERE SHOWN ON EXISTING PLANS f` SYSTEM. CONTRACTOR 70 ALSO VERIFY �•, rf ° _`•,„/ ,y"s '`., • `'♦ �\ CONNECTION LOCATIONS WITH ARCHITECT PLANS. 1. STA. 12 +79.75, 290.39' 4 TYPE 1 7. CONTRACTOR TO INSTALL ROOF DRAIN RIM = 333.90 / f Y CLEROWTS AT ALL DOWNSPOUT LOCATIONS IE =33240 (121 2 STA 12 +07.82 19564' L TYPE 1 ,, / : f. `A .e, t P �'- •,`,.+' maa.' \ RIM = 336.00 ff =331.61 (121 BASIS OF BEARINGS ,,,. - \ "ti _ ....' - 3. STA. 12 +07.74. 134.54' L. TYPE i f r . ' ♦ . °. 1HlMLSTON COUNTY COORDINATE SYSTEM RIM = 336.50 '.. \ /, ✓/ 7� O x IE = 331.50 (121 VERTICAL DATUM 4. � 12+07.60 8812 L TYPE 1 FF -36 so (LC. 1252AZ) FOUND Y BRASS DISK. N CASE. MARKED RIM - &35.30 1 LS 27192' AT THE INTERSECTION OF TAHOMA -- IE 331.17 _ BOULEVARD AND BERRY VALLEY ROAD. 92 x $ y j J0+ `M1 / `�„ , ELEVATION =336.60', NGVD -29. 5 RIM 12 337.144, 68.36' L, TYPE 2 -48' '� -(b /Y1 \f ♦ IE = 330.94 (121 \1 ft't e 5 ' ` \, ° 6. RIM = 13+2..36, B8.47 L. TYPE 1 RIM ° -_- - �T' `'.. - 3.61 IE ( lZ 4 •.4,. _ ` +f, \ lei ✓j Q -. 0 ,;±• ' 1` ' ''` '�, 1 '�., .._ . °; V 7. STA. 14+18.00, 68.44' L, TYPE 1 1f` 10 �• tr. �� '$i ��✓ l� 1 $ ? % f A ! r % / ' r t f 1 V�f�/.``• t I ° p'(�_ �?�.. .9M \ 0.... � -• +� \\` 1. V 51' 1rp V�C \ `.i ^ �P A . a ,..Wti ..,.. ..:.-,B -1 E s , ;...,..• l „�,a y.', � , - �-°"w.. IE = 330.12 ( 121 2 RIM = 336.00 8 STA 14+2d32 68 40 ' L AQUA S WItI AS -2 00.5 % � IE = 330.06 (121 RIM L. TYPE i (I 1T e. . ° a p RIM =335.3 9 4 9. STA. 11 +51.12 18246 77 77' s IE = 209 (121 ff 10. STA. 10 +5,193. 206.99' L. TYPE 9 Y.! a FM - QU FF =33700 .; \ IE Lf 12' PVC 0.55 - �a 9 3 ? ;, % -" gp 11. STA. 11+49,90,134.55' L, TYPE 1 PYC i - k ; FF =337.00 \ RIM - 336.88 %t ✓/ �`-- -..... u ; ? IE = 331.79 (121 ✓ / '' - �' , �....,- �' ' j _. °� ° - :,:.:. ' .: E 7 .� ,,, cSf� 12 STA. 10+49.88, 68.40' L, TYPE 1 e _ RIM 33.9s 35 • S, g, \\ \111 . �-- _ 121 • '`,... - , ,�"�''a.. _ tY '� ` 11 STA. 94+5152. 68.40' L, PIPE OUTLET SS PVC 0 0_.5x � z `� t•'�'�� -f . , .�`e �, .`� ._. P � I � � ( � � ! P. F ` �---- •-- .,jv.� +��. �;n -' IE = 330.00 (121 88 6U � � ,��..._>.` t p5 F1s� °\ �. 159 OF 12' PVC 00.5 tAl VC 0.5% SD _,,,�__ 47 1 ' PVC O 0.5 65' OF 12' PYC 0 O.Sx B -.,�. - - �. ^` `Lb' t •, "' ' , `� g1 98' OF 12'�PYC o O.5Z 1.0, 0` ,T35 --• 4 :� I i 6 _ ♦ " \ 7M 13 135 \ '+� . ° • `�,`.. �•'�`��- .- � �s.,�.:- __ - ._._ - � v j 4 s2' of t fYl('-Mr•,� ,�Y- Wy�,�.`® WA�Y.pg�.� �1� ^+ b i Y PVC 0 •` ' t 10+00 .= `. ipD •;,.:., w, - , 184' OF 12' PVC 0 0.7x � 9D - .._- �... -�� -90 / ....- � �- ,r-- ----•- ... - _ .'.`°'.�' -� - - r� - -- - 11 - 12+00 69' OF 1Y I C8 - - "3ti "-. . °w --------- 4 ,fig - _ - ---'f - - 13 }00 - ---+- - ._j4+00 15+00 185. -OF 12' PVC 0 05x . ._RWI 33643 .. TYPE 1 CB 96+00 III: 33885 - ?�--+- - - RI :333.43 97+ 00 ` IE: 33586 BERRY VALLEY ROAD RIM. > B TYPE 1 CB '�- - - - - r - P �• - - - - - - - - - 37. RSk 33600 .. 4 33 18 33251 \ CALL BEFORE YOU DIG RUCTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 13Y. APPROVED FOR CONSTNST PROTECTION OF ALL EXISTNG UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR 70 ANY siviC01 EXCAVATION. APPROVAL T37iT MM: N N N s m s SrONAI LU N a v z Lu ME N � 3 L a b 8 Zi c3 g Q . N Jm W 0 w W Q° w Z y�w IY a °wa Q < U z N V z 3m3 Fx 1 w >'"3 Qz oa z w WZ a w I v s SrONAI LU Z O a v z Lu ME � 3 L s SrONAI F F O U ri {�y G :n 0 ig N �y at az GENERAL GRADING NOTES: 1. THE BOUNDARIES OF THE CLE&RING/GRUBBING LIMITS SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHITS EC -01 THROUGH EC-02) SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO ANY CLEARING OR GRADING. DURING THE CONSTRUCTION PERIOD NO DISTURBANCE BEYOND THE GRADING /CIEARIMG LIMITS SHALL BE PERMITTED. THE GRADING /CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR/TESC SIPERVISR FOR THE DURATION OF CONSTRUCTION. 2 THE TESC FACILITIES SHOWN ON THE EROSDN/SBIIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC-02) MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES 3. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES THAT FALL NOT BE DISTURBED FOR TWO DAYS DURING THE MET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHIK PLASTIC COVERING, NETTING, EROSION BLANKETS ETC.). 4. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED PRIOR TO ANY OTHER CLEARING OR GRADING ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES SUCH AS WASH PADS. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. DURING THE WET SEASON (NOVEMBER 1 THROUGH MARCH 31 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED 70, COVERING THE AFFECTED AREA INCLUDING SPOIL PIES WITH PLASTIC SHEETING STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHFS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS sjsran *W aea '- ' nrwe Mm*v moeaa� 9vMFbw:1.1da smsedfm eftrape: IO as Arrl 0WDedn srmW. 37 p+. rParlWOrrlon naeer. ' Pat Sift Plan (or actual ayrasn adentaft 123/4 SEC 24,T17N,R1E,WM m BASIS OF BEARINGS N N THURSTON COUNTY COORDINATE SYSTEM 26' O, VERTICAL DATUM (T.C. 1252AZ) FOUND Y BRASS DISK, IN CASE, MARKED ±337.00 EXISTING GROUND ±33700 -LS 27192- AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. _ __ __ __ ._. __, _ ___ _ __. _..._ .__ _. __. _ - =._ ELEVATION = 336.60', NGVD -29. 100 YEAR W.S. ELEV-333.97 ---------- - - - -�- POND BOTTOM SHALL BE SODDED � N OF HYDROSEEDED ,� O BOTTOM ELEV= 330.00 :+ o �e di F3 di a 1Y/ SO 0 0.5Ox 8 8 OUTLET IE =33D00 a z-i SECTION A -A NTS q� N J 27' 100' 35 W ±337.00 EXISTING GROUND W POND BOTTOM SHALL BE SODDED 'F'i 100 YEAR W.S. 333.97 OM HYDROSEEDED '� ELEW- q ►�4,1 8 o 10M ELEV=330.00 1 U 0 SECTION B-B W NT6-- Manh* Frame arid — Cmer by Mmm%d r r. (See PIPS ODUPln9 by Caftd or. 12 -Nag Stulraut by Manuiawrer. Plan View CORatdP a1rR Ira piarld almxrd tats riaer(aI N nen- Ue1NMC a1MY b PrMn: NradrrhrR lotlrp by nraln0anrrea Vehki . re Ir Section AAA Aqua -Swirl Concentrator Model AS-2 CFD Standard Detail CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. Rim eWiWdm to ma" finished grade. HOPE rYers can be field at NH Cm"cbr. 3' x Y x r COMMERCIAL CONCRETE PAD REBAR, O.C. OUTSIDE PAVED AREA INSIDE PAVED ROADWAY TIGHTUNE SZE VARIES BEDDING AS 10573[i v VOMW--- RECESSED HANDLE TYPE COVER VALVE Box 'CLEARour CAST IN LID SECTION ,14 REBAR, O.C. CLEANOUT DETAIL NTS APPROVED FOR CONSTRUCTION BY: Date: APPROVAL EXPIRM a tz W 0 ad C3 W I— O Z W CID t9 z_ Z a` _� 6 U Uj U Q e� J W 43010 N m z 0 z z m SNO dm� �$w J om3 b C J " W m N m �m3N �6 �m3 p a w O z_ x m 51� 21 sY� U S 0 I G ° � I � e U d LL d 7 1/2- QEM NT CONCRETE BARRIER CERH 1/2 °R T /2'R 1/ R d d° a d o Q a r t0 d Q n d ° d e CEMENT CONCRETE BARRIER CURB AND GUT R n D. n o A a D CEMENT CONCRETE ROILED CURB AND GUTTER DEPT, NOTES: T. = RPAN904 JONT MATPJTIAL TO BE 318' THICK PREMOLOED JOINT FlLLER FILL R90KNESS OF DONCREIE. 2. =ORM AND SUBGRADE INSPECTION REQUIRED BEFORE 'WRING CONC7ETE. 3. - XPANSION JOINTS TO HF PI ACFD ON '5' C =NTFRS PLANTER STRIP (AS REQ.) CURB & GUTTER CEMENT CONCRETE CURBS 335.07± FL MPROKD DWG. NO. a 4-1,5 PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD, DATE S -C S -C s -c 3/15/94 15' 5• 5, r 5, /� EDGE AROUND / EACH PANEL 1 /-BROOM FINISH MARK 1 EXPANSION PINT SIDEWALK PLANTER STRIP 5 MIN (AS REQ.) CFMFNT CONMFTF SIDEWALK APPROVED DWG. NO. PUBUC WORKS DIRECTOR. DATE 4 -11 g CALL BEFORE YOU DIG "�. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL 1y UTiUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND &3 LOCATE LINE AT (BDO) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z :w EXCAVATION. DIN. CKDV S -C $-" SEC 24,T17N,R1EsWM „ 77 1• 1 1 1 i V1 1 I `4' TRAFFIC WHITE STRIPING (TV.) ACCESSIBLE PARKING STRIPING N1S 4" TRAFFIC VHTE ' *m 1 ilh 1 / STRIPING (TV.) I 6' Si SKEET HC O FOR STRN'ING DIMENSIONS i4— s 9 `I NOTES 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 2 THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 3. ALL DIMENSONS ARE TO CENTER OF STRIPE 4 UNLESS OTHERWISE INDICATED. STRIPING AND SYMBOL N75 Y d a + 2" CLEARANCE (TYP) 2.5" 3:1 SAND k CEMENT GROUT 1" DEPTH- 1W0 06 BARS TV MAX WHEEL STOP NTS .T 18" MIN to" 2" 5" 2" 1.1 � � � �tn a � R l' . lO' . EXTRUDED CURB DETAIL aLs TWO BARS 11� MEPAW D• BASE MURSE 27 ASPHALT CONCRETE ] ] n .dl.•1 is (1 .W.. BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2- BRASS DISK, IN CASE, MARKED IS 27192" AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 338.60', NOVD-29. d 335.07± FL 11 +0 &06 376' L A.2,7± 334.82± Ii 01± a • b p _ .da. A d a' R I p R d 10' m 5 7" 5' i i' z 1 i 1' 5' 7' 5' i d. O Z. O Y 335.21 pY J VARIES •25 . 7 335.57 F n ZB' ' Y A Z VARIES �� m a ~ 2 b zs' Q 2.5' y Q s � ✓ �P y 10% ti `\ -- BARRIER BANNER CEMENT CURB CURB AND CUTTER GUTTER CITY OF YELM DEPT. OFPE.BLICWORKS COMMERCIAL GENERAL NOTES: "ON COLLECTOR 1. NO STREET" PARKING PERMITTED. 2. REFER TO RELEVANT SECTIONS OF THE APPRDVED DWG. NO. DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORMATION -REET /' _ q `t `Y ON STORM DRAINAGE. S LIGHTING, PAVEMENT SIKUGIU ;E, ECI, JEG 9/21/2000 2.5" 3:1 SAND k CEMENT GROUT 1" DEPTH- 1W0 06 BARS TV MAX WHEEL STOP NTS .T 18" MIN to" 2" 5" 2" 1.1 � � � �tn a � R l' . lO' . EXTRUDED CURB DETAIL aLs TWO BARS 11� MEPAW D• BASE MURSE 27 ASPHALT CONCRETE ] ] n .dl.•1 is (1 .W.. BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2- BRASS DISK, IN CASE, MARKED IS 27192" AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 338.60', NOVD-29. 6' THICK S' WIDE CONCRETE PEDESTRIAN SIDEWALK TO BE INSTALLED FLUSH WITH ASPHALT SURFACE. 4000PSI CONCRETE PARKING LOT PAVING SECTION REFER TO THE GEOXCMJCAL REPORT FOR ADOTIOM WFORMATION d 26' d o. 339. BW 339.10 BW .. o d a' d d 0 33987 TC 339.17 FL 12+07.36, 15' FIL 336.67 339.37 TIC BERRY VALLEY ROAD FL BERRY VALLEY ROAD DRIVEWAY N N m N N r � a it j m W N 2 9w Z N W 2 ° m� z$ ,e o QZ Q m.ys U 3M3 8 W 3 Q z oa D w Wza W ¢z¢ IV J 0 10 20 0 SCALE IN FEET � V z a � a. 11 +54.37 437' L d 335.07± FL 11 +0 &06 376' L A.2,7± 334.82± Ii 01± a • b p _ .da. d a' p d 1 d. a 335.21 •25 . 7 335.57 ZB' a 6' THICK S' WIDE CONCRETE PEDESTRIAN SIDEWALK TO BE INSTALLED FLUSH WITH ASPHALT SURFACE. 4000PSI CONCRETE PARKING LOT PAVING SECTION REFER TO THE GEOXCMJCAL REPORT FOR ADOTIOM WFORMATION d 26' d o. 339. BW 339.10 BW .. o d a' d d 0 33987 TC 339.17 FL 12+07.36, 15' FIL 336.67 339.37 TIC BERRY VALLEY ROAD FL BERRY VALLEY ROAD DRIVEWAY N N m N N r � a it j m W N 2 9w Z N W 2 ° m� z$ ,e o QZ Q m.ys U 3M3 8 W 3 Q z oa D w Wza W ¢z¢ IV J 0 10 20 0 SCALE IN FEET � V z a � a. 11 +54.37 437' L TAHOMA BLVD. 33 l TG 335.07± FL 11 +0 &06 376' L A.2,7± 334.82± Ii 01± 334.61 334.77± FL 11+41.67, 420' L • b _ ° p 335.02 3 ].12 335.21 •25 . 7 335.57 ZB' TAHOMA BLVD. DRIVEWAY 10 SCALE IN FEET APPROVED FOR CONSn BY: Date: Davdapm atSw?km APPROVAL EXPIRES: " 10 !kL-vIT T' 11 1 : I LEGEND: -- ----V+--- - -W--- EX WATER NAM w PROPOSED WATER MAIN 1HRUST BLOCKING H WATER VALVE HYDRANT BACKFLOW PREVONTOR B WATER METER R FIRE DEPARTMENT CONNECTON ® POST INDICATOR VALVE - -- -- s- - - - -s— EX S.EEP. MAIN S PROPOSED S.LEP. MAIN N SEWER VALVE Cco CLFANOUT 0 o STEP TANK i l a� / J �f d dJ a" r° r n Y s J� f �> % 3 nr 1 Ili/ 5y yp; Jd J p �I SEC 24, T 17 N, R 1 El WM y, J I s n y e 161 (j) SEWER CONSTRUCTION NOTES: 1. INSTALL STEP SEWER TANK SYSTEM. SEE SHEET UT -02 FOR DETAILS. 2 INSTALL STEP SEWER TANK SYSTEM. SEE SHEET UT -02 FOR DETALS. 3. INSTALL STEP SEWER TANK SYSTEM. SEE SHEET UT -02 FOR DETAIS. J t P f P / r' l= dJ d f t J f yf P' 1/ A Q WATER CONSTRUCTION NOTES: 1. STA: 11 +1131, 35LIV L REMOVE EX CAP AND INSTALL 1 -SW REDUCER (FLWJ) 2 INSTALL: 55 LF 8' NA 1 STA: 11 +5576, 3200 L INSTALL 1 -FIRE HYDRANT ASSEIIBILY 4, STA: 11 +119 344.34' L INSTALL 1 -1.5' DOMESTIC WATER METER 1 -1.5' RPBA ASSEMBLY 1 -8' GATE VALVE (MA61.) 12 LF OF 1.5' WATER SERVICE LINE AND COORDINATE NTH ARCHITECTURAL PLANS FOR BLDG CONNECTION POINT. 5 STk 10+7293,1428' L INSTALL: i -6' TEE (MJFI.) S. INSTALL 106 LF V NO 7. STA: 10+7103, 611621 INSTALL 1.5' DOMESTIC WATER TAP 1 -8' GATE VALVE "J) 8. SEA: 10+7106, 117.e L INSTALL 1-60' BEND (WXL) 9. STA., 10+80.93,117.0W L INSTALL: 1 -FINE HYDRANT ASSMY 10. STR 10+59.51% 88.417E INSTALL: I ) i 1 -1.5' DOMESTIC WATER METER \ 1-1.5' RPBA ASSEMBLY 0 85 LF OF 1.5' WATER SERVICE LIE AND COORDINATE f ♦ ".,x` SCALE IN FEET NTH ARCHRECNRAL FLANS FOR BLDG CONNECTION \ \ it. WALL 43.24, 11.35 L i ,h' ♦ 1-814' TEE (NMI) ^ti, ♦ 'r 1 -4' GATE VALVE (FL)WJ) J j p+ \ ^••� \ \ 12 INSTALL 20 LF 4' FINE SPRINKLER MAN}. SIZE TO BE / \ Y@MTED WITH SPRINKLER DESIGNER;/ ♦ 11 STA: 12+4301, 33.08' L INSTALL \ INST >>��`�� \ •`y 7^ \ , -FINE DEPARTMENT p��STy�INDICATOR VALVE �k \ ABATE SEE SPRINKLER DESIGN FOR V •rs 14. INSTAL: 85 LF 449 SPRINKLER MAN \ J 15 INSTALL es EF E Elie MAN FOR FDC carlECTDN 4' D.I. FDC V D.I. SPRINKLER 1 1/Y DOMESTIC mn-/I N! �Q °s , i •• � ° � t�° 'w'-._- s1 � PVC � ..,� „-_. ___ ._ � , ,: ' •`f4 � ^' �y •� /t f p S p� ' 6 r,� .._-_ � _ _ _._ rya _.. -_.. SO ___ ��s"�OSI�- •n �n . tea.. A`. tl T � d � �l dam. � i t a � I , � 3 ,..._....._..._... S4'' rvi✓/ �s" ' id IS 12 +00 Ut:RRY VALLEY ROAD 16 .INSTALL: 1 -FIRE DEPARTMENT CONNECTION 17. STA: 12+49.24,11.35 L INSTAL: 1.5' DOMESTIC WATER TAP 18, STA: 12+49.21, 3100+ L INSTALL 1 -1.5' DOMESTIC WATER METER 1 -1.5' RPBA ASSEMBLY 19. INSTAL: 83 LF OF TV WATER SERVICE LINE AND COORDINATE WITH ARCHITECTURAL PLANS FOR BLDG CONNECTION POINT. 20. STA' 11 +56.51, 39125 L CONNECT BEGINNING OF REPLACEMENT WATENYAIN. INSTALL TEMP r WATER VALVE FOR PRESSURE TESTING AND CLORINATION OF NEW MAIL TYPE OF CONNECTION OF MAIN TO BE COORDINATED WITH CITY BEFORE EGGING,. 21. INSTAL: 208 LF 8' PVC REPLACEMENT WATER MAIN 22 STA: 13+4.48, 289.59+ L CONNECT END OF REPLACEMENT WATERMAN. INSTAL. B' WATER-VALVE FOR PRESSURE TE'STM AND CLORWARON OF NEW MAX TYPE OF HARM CONNECTION TO IE COORDINATED WITH CITY BEFORE Diow. NOTE All WATER NOTES OU uc at SHOWN ON SHEETS ITT -06 AND HT -07. NOTE: ALL WATERMAINS TO BE PVC PER CITY OF YELM'S j STANDARD NOTES !F N N O N N a_ 0 a a S 0 5 rJ U a a v J " 0 m W 0 O �j 'w, w > z Wm �\ w 3� a sA° 2 �md Z u' !1 g M a =LLB 0. I,I a 2 Q U V, N N z �m3 tt wo3 ® w ?m3 QZ p a z W2 < W I c� TRUST BLACKING B REQUIRED AT ALL WATER MAIN I d BENDS AND CONNECTIONS. w W FOOD PREPARATION IS NOT ANTICIPATED INSIDE THE W BURIDIO. THEREFORE A GREASE TRAP SHALL NOT BE /r BUILDING WILL HAVE FIRE REQUIRED. SPRINKLERS DCY W F1 i WILL BE LOCATED INSIDE BLOC. 1 f \ uj cy/ f w INIR7RA704 POND "\ ♦ \�N 1V+ws'w� F - _---�- _ ---_ _�LSi:DD., .._ ...__..___°° °•- ,+1R6..aA. a� aYC 1R.M "> 17 +DO \ APPROVED FOR CONSTRUCTION BY: Date: » APPROVAL EXPIRES: LU Z O U z Q � 3 w � 920(0 L HUNFADO 1_11w_ JGBSON NOV. 19, 2012 0990.06 iT Na 2DDOW41 is UT -01 f= (j) SEWER CONSTRUCTION NOTES: 1. INSTALL STEP SEWER TANK SYSTEM. SEE SHEET UT -02 FOR DETAILS. 2 INSTALL STEP SEWER TANK SYSTEM. SEE SHEET UT -02 FOR DETALS. 3. INSTALL STEP SEWER TANK SYSTEM. SEE SHEET UT -02 FOR DETAIS. J t P f P / r' l= dJ d f t J f yf P' 1/ A Q WATER CONSTRUCTION NOTES: 1. STA: 11 +1131, 35LIV L REMOVE EX CAP AND INSTALL 1 -SW REDUCER (FLWJ) 2 INSTALL: 55 LF 8' NA 1 STA: 11 +5576, 3200 L INSTALL 1 -FIRE HYDRANT ASSEIIBILY 4, STA: 11 +119 344.34' L INSTALL 1 -1.5' DOMESTIC WATER METER 1 -1.5' RPBA ASSEMBLY 1 -8' GATE VALVE (MA61.) 12 LF OF 1.5' WATER SERVICE LINE AND COORDINATE NTH ARCHITECTURAL PLANS FOR BLDG CONNECTION POINT. 5 STk 10+7293,1428' L INSTALL: i -6' TEE (MJFI.) S. INSTALL 106 LF V NO 7. STA: 10+7103, 611621 INSTALL 1.5' DOMESTIC WATER TAP 1 -8' GATE VALVE "J) 8. SEA: 10+7106, 117.e L INSTALL 1-60' BEND (WXL) 9. STA., 10+80.93,117.0W L INSTALL: 1 -FINE HYDRANT ASSMY 10. STR 10+59.51% 88.417E INSTALL: I ) i 1 -1.5' DOMESTIC WATER METER \ 1-1.5' RPBA ASSEMBLY 0 85 LF OF 1.5' WATER SERVICE LIE AND COORDINATE f ♦ ".,x` SCALE IN FEET NTH ARCHRECNRAL FLANS FOR BLDG CONNECTION \ \ it. WALL 43.24, 11.35 L i ,h' ♦ 1-814' TEE (NMI) ^ti, ♦ 'r 1 -4' GATE VALVE (FL)WJ) J j p+ \ ^••� \ \ 12 INSTALL 20 LF 4' FINE SPRINKLER MAN}. SIZE TO BE / \ Y@MTED WITH SPRINKLER DESIGNER;/ ♦ 11 STA: 12+4301, 33.08' L INSTALL \ INST >>��`�� \ •`y 7^ \ , -FINE DEPARTMENT p��STy�INDICATOR VALVE �k \ ABATE SEE SPRINKLER DESIGN FOR V •rs 14. INSTAL: 85 LF 449 SPRINKLER MAN \ J 15 INSTALL es EF E Elie MAN FOR FDC carlECTDN 4' D.I. FDC V D.I. SPRINKLER 1 1/Y DOMESTIC mn-/I N! �Q °s , i •• � ° � t�° 'w'-._- s1 � PVC � ..,� „-_. ___ ._ � , ,: ' •`f4 � ^' �y •� /t f p S p� ' 6 r,� .._-_ � _ _ _._ rya _.. -_.. SO ___ ��s"�OSI�- •n �n . tea.. A`. tl T � d � �l dam. � i t a � I , � 3 ,..._....._..._... S4'' rvi✓/ �s" ' id IS 12 +00 Ut:RRY VALLEY ROAD 16 .INSTALL: 1 -FIRE DEPARTMENT CONNECTION 17. STA: 12+49.24,11.35 L INSTAL: 1.5' DOMESTIC WATER TAP 18, STA: 12+49.21, 3100+ L INSTALL 1 -1.5' DOMESTIC WATER METER 1 -1.5' RPBA ASSEMBLY 19. INSTAL: 83 LF OF TV WATER SERVICE LINE AND COORDINATE WITH ARCHITECTURAL PLANS FOR BLDG CONNECTION POINT. 20. STA' 11 +56.51, 39125 L CONNECT BEGINNING OF REPLACEMENT WATENYAIN. INSTALL TEMP r WATER VALVE FOR PRESSURE TESTING AND CLORINATION OF NEW MAIL TYPE OF CONNECTION OF MAIN TO BE COORDINATED WITH CITY BEFORE EGGING,. 21. INSTAL: 208 LF 8' PVC REPLACEMENT WATER MAIN 22 STA: 13+4.48, 289.59+ L CONNECT END OF REPLACEMENT WATERMAN. INSTAL. B' WATER-VALVE FOR PRESSURE TE'STM AND CLORWARON OF NEW MAX TYPE OF HARM CONNECTION TO IE COORDINATED WITH CITY BEFORE Diow. NOTE All WATER NOTES OU uc at SHOWN ON SHEETS ITT -06 AND HT -07. NOTE: ALL WATERMAINS TO BE PVC PER CITY OF YELM'S j STANDARD NOTES !F N N O N N a_ 0 a a S 0 5 rJ U a a v J " 0 m W 0 O �j 'w, w > z Wm �\ w 3� a sA° 2 �md Z u' !1 g M a =LLB 0. I,I a 2 Q U V, N N z �m3 tt wo3 ® w ?m3 QZ p a z W2 < W I c� TRUST BLACKING B REQUIRED AT ALL WATER MAIN I d BENDS AND CONNECTIONS. w W FOOD PREPARATION IS NOT ANTICIPATED INSIDE THE W BURIDIO. THEREFORE A GREASE TRAP SHALL NOT BE /r BUILDING WILL HAVE FIRE REQUIRED. SPRINKLERS DCY W F1 i WILL BE LOCATED INSIDE BLOC. 1 f \ uj cy/ f w INIR7RA704 POND "\ ♦ \�N 1V+ws'w� F - _---�- _ ---_ _�LSi:DD., .._ ...__..___°° °•- ,+1R6..aA. a� aYC 1R.M "> 17 +DO \ APPROVED FOR CONSTRUCTION BY: Date: » APPROVAL EXPIRES: LU Z O U z Q � 3 w � 920(0 L HUNFADO 1_11w_ JGBSON NOV. 19, 2012 0990.06 iT Na 2DDOW41 is UT -01 ga S g a P� k F v 8 it 7 1 6 y 1 .__ L I , .--.L S 5 N 3 4 K a a N r Au.+Mmew ...en f —. A ...�....— ..._... 1 till", g STEP SEWER SYSTEM #1 PHASE 1 DAYCARE O STA: 12 +7249, 9' L CONNECT NEW Y SERVICE PRIOR TO END OF LINE CLEAN OUT. SEE DETAIL 7 -1 ON SHT. UT -04. O STA:12 +80.89, 19.5 L INSTALL Y SERVICE LINE AND CARSON SERVICE BOX. SEE STANDARD DETAIL 7 -1 ON SHT UT-04 O STA: 13+05.17, 91' L INSTALL, STEP SEWER TANK SYSTEM WITH DUPLEX PUMP SYSTEM. SEE DETAILS ON SHT. OT-01 O STA: 13+10.90, 91' L INSTALL: 4' SANITARY SIDE SEWER SEE DETAIL ON UT -03 FOR TANK INVERT AND DETAIL 7 -7 ON Slit UT -05. Q INSTALL 4 SANITARY SIDE SEWER REFER TO DETAIL 7 -7 ON SHT. UT -0S ©STA: 13+1 &01, 115' L INSTALL 4 SIDE SEWER CONNECTION W/ CLEANOUT Y FROM BLDG VERIFY LOCATION ON ARCH. PLANS. REFER TO DETAIL 7 -7 ON SHT. UT -DS. OSTA: 13+1Z31, 114' L INSTALL, CONDUIT TO PUMPS AND MOUNT STEP CONTROL PANEL ON FACE OF BLDG, SEE DETAIL 7 -5 ON SHT UT-04. OB STA: 12 +9286, 112' L INSTALL. HOSE BIB WITHIN 50' OF STEP TANK FOR TALK MAINTENANCE COORDINATE WITH BLDG PLUMG PLAN. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CDNSTRUCTCN BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. f d J `a .a SEC 24, T 17 N, R 1 El WM (J) ♦♦ 9 STEP SEWER SYSTEM #2 (PHASE 2) O REMOVE E10SITNG Y SS CAP AND INSTALL NEW Y SERVICE SEE DETAIL 7 -1 ON SHT UT -04. O STA: 11 +23.21, 360' L INSTALL - 27 SERVICE LINE AND CARSON SERVICE BOX. SEE STANDARD DETAL 7 -1 ON SET. UT -04 OSTA., 11+37.64, 351' L INSTALL - STEP SEWER TANK SYSTEM WITH DUPLEX PUMP SYSTEM. SEE DETAILS ON SHT UT-03. OSTA: 11 +42.28, 348' L INSTALL: 4' STNNTTARY SIDE SEWER. SEE DETAIL ON UT -03 FOR TANK INVERT AND DETAIL 7 -7 ON SHT UT -O5. OINSTALL 4' SANITARY SIDE SEWER REFER TO DETAIL 7 -7 ON SILT. UT -0S ©STA; 11 +30.31, 325' L INSTALL: 4' SIDE SEWER COTNNECTGN W/ CLEANOUT Y FROM BLDG. VERIFY LOCA70 ON ARCH. PLANS REFER 70 DETAIL 7 -7 ON SHT UT -05.. Oj STA 11 +5079, 311' L INSTALL: CONOWT TO PUMPS AND MOUNT STEP CONTROL PANEL ON FACE OF BERG SEE DETAIL 7 -5 ON SHT. UT -04. OB STA 11 +51.29, 305 'L INSTALL• HOSE BIB WITHIN 50' OF STEP TANK FOR TANK MAINTENANCE COORDINATE WITH BLDG PLUMBIC PLAN. 0, c ✓% f'. STEP SEWER SYSTEM #3 (PHASE 2) O1 STA: 10+06.23, 9' L CONNECT NEW 2' SERVICE SEE DETAIL 7 -1 ON SHT. UT -04. 0 STA: 10+06.23, 24' L INSTALL - 2* SERVICE LINE AND CARSON SERVICE BOX. SEE STANDARD DETAIL 7 -1 ON SHT. UT -04 O IINSTALL:31.59, 73' L STEP SEWER TANK SYSTEM WITH DUPLEX PUMP SYSTEM. SEE DETAILS ON SHTT, UT -D3. O STA: 9+21.72 75' L INSTALL: 4' STANITARY SIDE SEWER. SEE DETAIL ON UT-03 FOR TANK INVERT AND DETAIL 7 -7 ON S17. UT -05. O INSTALL 4' SANITARY SIDE SEWER REFER TO DETAIL 7 -7 ON SHT. UT -05. STA: 9+09.25, 89' L © INSTALL.• 4' SIDE SEWER CONNECTION W/ CLEANOUT 2' FROM BLDG. VERIFY LOCATION ON ARCH. PLANS REFER TO DETAIL 7 -7 ON SORT. UT -OS. OSTA: 9+59.32, 82' L INSTALL: CONDUIT TO PAM'S AND MOUNT STEP CONTROL PANEL ON FACE OF BLDG. SEE DETAIL 7 -5 ON SHT. UT -04, QSTA: 9+71.74, 86' L INSTALL• HOSE BIB WITHIN 50' OF STEP TANK FOR TANK MAINTENANCE COORDINATE WITH BLDG PLUMBING PUN. 0 20 40 SCALE IN FEET LEGEND: ---- s_ ---- Sr S N oclo 0 EX STEP. MAIN PROPOSED ST.E.P. MAIN SEWER VALVE CLEANOUT STEP TANK APPROVED FOR CONSTRUMON BY: DaW: Dewla}�Ievbs&pw APPROVAL EXPIRES: N O N N N �q a S U ZJ g r N J UJI J Q O W 'o y W V z > W U w x 3: N too �a Lu Z 2 a m ll Q! Z °_$a e Q Z Q p "a 1 z m"x �m w >$3 Q2 w 22 p a w WWW z IU C I UT-w 21 UJI Q O fY V a UJI 3 N � Lu I UT-w 21 3i 9 i s m 6 t e� N {III IV SEC 24,T17N,R1 E,WM 3000 GALLON STEP /PUMP TANK TYPICAL) N N STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK SEE CITY OF YELM STANDARD RIM= 336.90 CONTRACTOR RIM =336.90 CONTRACTOR DETAIL 7349 FOR RISER AND H -20 ll. rs TO VERIFY WITH FINAL TO VERFY WITH FINAL LOAD BEARING MANHOLE RING AND GRADING GRADING LOCATED N HARD SURFACES. o NFAGT YAW- 27MELM 3000 &41.. OcA PL-eX 14,10 N SEE CITY OF YELM STANDARD (P;2 o v i o E7 D G Y L i7Y O V Y (r L- M) 24' 30' DETAIL 7 -9 FOR DUPLEX PUMPING RISER RISER SYSTEM REQUIREMENTS SEE O STANDARD DETAIL 7 -14 FOR S 4 PVC 0 2.OX MN FLOAT SETTINGS ° 12 12 M>�27 xi ro 1,036 GALLONS S 3 G�}LS 18' BELOW EMERGENCY STORAGE LIOOD Ott 8 _ SEE OF YELM STANDARD DETAILS AND TANK MANUFACTURE 1 i WORKING VOLUME FLOAT ON SPECIFICATIONS FOR INSTALLATION M E L. v M aZy iR iii! E =332.00 179 GALLONS FLOAT OFF OF BIOTUBE AND PUMP SYSTEM. d W 29 a4 1,786 GALLONS DETENTION STORAGE pprfAAmAm <1 N 14d6' FI Ie;FI Lev 3I /Y TAPER At 2� +� 34 • IIeMn,4r Ata¢m a tsr— —-I N N (IGto4 CttLS) poAAP otu W Z MFIG4: Z i �s w e� DAY CARE STEP SYSTEM W W 3 $ � \\ NTS G a o (i��5 C ALS.} i PUMP Oki , z 2m=1 o..w STEP TANK VOLUMES ° o PUMP OFF LM- 0` TO 50' VOLUME 1786 GALLONS Q Z4 mom= IMi 11A17 "�M L° v' c e r,\ WORKING VOLUME - 50' TO 55' 479 GALLONS U z 3 m 3 4r �� a4t'-�eM EMERGENCY VOLUME - 55' TO 84 1036 GALLONS w o 3 -o TOTAL PUMP TANK VOLUME: 30DO GALLONS S z o a 3 MiC T3v oh1 iL NOIE: ALL FLOAT ELEVATIONS PROVIDED BY CITY OF YELM Q Z w v W w »R IIIE ��.' 9rs�w 6l• AppeWd Ax WN: t QRFS/i3%07 0�� 2 S O 3000 GALLON STEP /PUMP TANK_ (TYPICAL STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK SEE CITY OF YELM STANDARD RIM=�j CONTRACTOR RIM -- I CONTRACTOR DETAIL 7 -19 FOR RISER AND H -21) TO VERIFY WITH FINAL TO VERIFY WITH FINAL LOAD BEARING MANHOLE RING AND J GRADING GRADING CDVER• TIP OF ALL RISERS LOCATED IN HARD SURFACES. SEE CITY OF YELM STANDARD p L=M z 24' 30' DUPLEX PUMPING 7 -9 FOR DUP PUMPING Y Q 6 RISER RISER SYSTEM REQUIREMENTS SEE Z Ci z STANDARD DETAIL 7 -14 FOR V PVC O 2.OX MIN , FLOAT SETTINGS. Q 3 TBD GALLONS ILLJ EMERGENCY STORAt SEE CITY OF YELM STANDARD N Eli W�KIF� DETAILS AND TANK MANUFACTURE .� SPECIFICATIONS FOR INSTALLATION a- ,� VOLUME t, FLOAT ON 88 OF BIOTUBE AND PUMP SYSTEM. h FLOAT OFF cl) TOLD GALLONS AVAIL DETENTION STORAGE iC 3 41Y TAPER I �OWAR �9�oe sp d MEDICAL AND VET CLINIC STEP SYSTEM (TYP) Q »" _ 0 z NTS ro ¢ ALL ELEVATIONS MUST BE VERIFIED BEFORE INSTALLING STEP SYSTEMS. ssfo un �PE��`�_ J G&RON THE FINAL STEP TANK DESIGN FOR THE MEDICAL AND VET CLINI IC WILL BE L HURTAO0 COMPLETED AT THE TIME OF BUILDING PERMIT ISSUANCE. AT THIS TIME THE PROJECTED WASTE FLOWS ARE NOT KNOWN AND HAVE NOT BE ESTIMATED, J CISSON DAIM NOV. 19,2012 = ow05 APPROVED FOR CONSTRUCTION 29OZUT -W BY. Date: auvaro n: APPROVAL EXPIRES: UT-03 r "� 12 of 21 CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE N ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATiONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). 2 ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SMALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3 IF CONSTRUCTION S TO TAKE PUCE N THE COUNTY RIGHT --OF -WAY, THE CONTRACTOR SHALL N07FY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SMALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. S THE CITY OF YELM SHALL BE NOTFED A MINIMUM OF 48 HDIRS N ADVANCE OF A TAP CONNECTION TO AN DOSING MAN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTiON OF ALL DUSTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCA7KINS PRIOR TO CONSMC71ON BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKEiED OR SOLVENT WELD JOINTS. & ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED VAIN CONTINUOUS TRACER TAPE INSTALLED If T018' UNDER THE PROPOSED FINISHED SUBGRADE THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKNG MADDED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT-BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AD TIED OFF AT VALVE BODY TAPE SHALL BE TOM TAPE b' OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR, 9. ALL BUR D POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 1Y ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE METAL CORE BACKING MARKED 'POWER'. TAPE SHALL BE FURNISHED BY THE CONTRACTOR. iO BEDDING OF THE SEWER MAIN AND CDMPAC71ON OF THE BACKFILL MATERIAL SHAT BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTOUED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOYED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVDED BY PLACEMENT AND COMPACiIN OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MX. CONTRACTOR SMALL BE RESPONSNLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSWM710N TO PREVENT INFILTRATION OF EXISING AND PROPOSED STORY DRAINAGE FACILITIES AND ROADWAYS. 11 PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH TIME MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUiCO) AS REQUIRED. 14. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES 15, ANY CHANGES TO THE DESIGN SHALL FIRST BE RENEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MANS SHALL BE HYDROSTAVALLY TESTED IN CONFORMANCE WITH THE ABOVE- RUMICD SPEC 071ON FOR TWIN WATER MANS (SHE NOTE 1) N ADDITION, ALL STEP WINS SHALL BE PIGGD /OEANED N THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAN N SERVICE 17. PRIOR TO BACKHNL. ALL MAINS AND APPURTENANCES SNAIL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL MDT RELEVE THE CONTRACTOR FOR CORRECTION OF ANY DOICIENCES AND/OR FARM AS DETERMINED ED BY SUBSEQUENT IBM AND I SPECTION& IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 70 NOTIFY THE CITY OF YELM FOR THE o REQUIRED INSPECTIONS 18. PIMP CONTROL PANELS SHALL BE LOCA10 ON GARAGE WALL OR REMOTE POST, UNLESS OTERWSE AUTHORIZED BY THE CITY OF YELM. 19, N THE EVENT THAT THE DEPARTMENT OF LABOR AND MISTM OR THE 9° CITY SHOULD REQUIRE A SEPARATE 'ON -OFF' SWITCH CQHROLUN: POWER Ai TO THE PUN' CONTROL P ANEL, a COVER MODEL 0 5031 -0 RAW GAN WEATTNROOF COM 1.406' DIAMETER. 2D. ISPECTIOTS FOR OSIiE STEP IMMLAT04S ARE REQUIRED. A 48 9 HOUR NOTICE TO THE SEWER DEPARTMENT S REQUIRED PRIOR To THE INSPECTION. ITEMS MUM INSPECTION ARE A) TAIL INSTALLATION, EC BEDDING AND LOCA7NN 8) TANK WILTRAIKN, ENi1lIRA71001 TEST g C) SS PRESSURE TEST - 0) SEI M,E LIE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TD MOUNT HITHER RUIN' CONTROL PANEL OR POWER METER MUSE BE PRESSURE TREATED. PCP MUM ON GALVANIZED NAM- •STRUT. PRESS MIM UAW NO LONGER ACCEPTABLE'. a� IS IS 4 9 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PR07ECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL • UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND o LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z ENCAVATION. CITY OF YELM SEWER ADDENDUM NOTES: 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BF. FIBERGLASS TAMS MFG. BY OTHER CONTAINMENT SOLUTIONS INC. OR XERKES INC. 2 ALL FOER M STEP TANKS SMALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTIONS AND SMALL BE SECURED WITH TIE -DOYN STRAPS WATH BEAD MEN" SIZING AND MATERIALS FOR DEAD MEN AND STRAPPING SMALL BE PER THE MFG. RECOMMENDATIONS I BUILDINGS SERVED BY STEP SEWER, UTILIZING ON SITE SACK -UP' +ENERATORS FOR POWER OUTAGES MUST HAYS ELECTRICAL SERVICE INSTALLED N RICH A MANNER THAT THE STEP SYSTEM WELL ALSO BE SUPPLIED POWER BY TIME AUXIUARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE WITH A TRANSFER SWITCH MODEL OT 323 URK AS MFG By Ct)TLER H IOU A MALE PLUG• MODEL 70530 MEW AS jFG By BRYANT FOR U$E WITH ATHE CITIES PORTABLE AUXILIARY GUM70R. a ALL STEP TANKS LESS THAN 3000 GALLON BULL HAVE ONE 4' HOI E IN THE DIVIDER BAFFLE CENTERED AT 20' ABOVE THE FLOOR OF THE TANK. STEP TANKS SIZED AT 3000 GALLON SHALL HAVE ONE HOLE IN THE DIVIDER BAFFLE CENTERED AT 26' ABOVE THE FLOOR OF THE TAN(. 6. ALL 'TRAFFIC BEARING SERVICE BOXES 91ALL BE A MODEL MSBC 13124 -12 MFG BY MID STATES PLASTICS BC SERIES 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNSTRUT. 8. ALL RELEASE, VACUUM RELEASE AND COMBINATION AN REUW/VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE 'TIM SAAR- SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE 92F 9. MINIMUM STEP TAX( 511E SMALL BE 1000 GALLONS iQ Al STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE Y PANG FOR THE SERVICE LINE 11. THE MAXIMUM DEPTH OF BRINY FOR ALL STEP TANKS SHALL BE 60' AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TAN(. GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SMALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSER POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGNEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. I STATIONS AND OFFSETS FOR MANHOLES, VALVES, AND TANKS ARE CALLED OUT TO CENTER OF STRUCTURE. 4. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL. SEPARATION FROM WATER MANS 5. PIPE LENGTHS CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE TANK *LOCATION OTHER THAN GARAGE WALL OR R_MOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. CONTRACTOR TO SHIM, ETC. '0 ACCOUNT FOR DIFFERENT TYPES OF SIDING (CONTRACTOR TO FORM BOTH CONDUITS AS SHOWN FOR BOTH CONDUITS) :1 WALL CONIICA. I- E'XISTNNG GROUND km 0 TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PR DWG. N0. PUBUC WORK$ DIRECTOR DAm 7-5 TP SEC 24,T17N,R1ElWM SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14188 WITH BOLTED HINGED COVER OR EOUAL COVER MARKING TO READ `SEWER" / ()SE IN NON- TRAFFIC AREAS) 14 CA. OF HEAVY INSULATED p1RCCT 13U 2.a COPPER TONING WIRE TO EXISTING ALL TONING PARE SPLICES SHALL CE TONING GRACE BE CONNECTED BY USING O.O.Y. --.� G, f KITS MANUFACTURED BY 3M TO STEP TANK FxfSrNG v C f f SERVICE. LINE --� /'�09�SCHEDULE // 40 PV,^, SµP % "OQ a`GNEcK UQ:.VL ---J PVC Sw,,NC cHECx VALVE St x SL K31 BALI- Ugts. ,SL xSL BALL VALVE. SL x S -I t" c 3. PVC NIPPLE, SL x SL- ;k'• x MAIN CIA. PVC REDUCING TEE S, x SLx }; OR PIPE SADDLE LN5 ALLA_`IO N . L ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER T OF CARSON BOX IN PLANTER STRIP ON 90TH SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2. BALL AND CHECK VALVES TO SE IN5I111EO !N CARSON BOXES ACCORDING TO DRAONG. 3.Nn nr4L30EU ¢OnI Jb �T ie.UX SEt?u,u- fl5 uuLESS Pkc -nrPR �C -D 1° rIZ ES ?oR 02 8is /NC'o-s hEvo-.��E. TYPICAL 1 ",quo ;),' SERVICE CONNECTIONS APPROVED _- DWG. NO -7 +k 7 -1 „I :RI" wnA"N rnCtrTlW va'a JY I JEC 1 iP_ 1 .4/2007 TABLE_ FOR FEEDER YORE RUN WIRE SIZE MAXIMUM DISTANCE 012 AWG COPPER 750 FEET q10 AWG CCPPER 250 FEET MB AWC COPPER 350 FEET I= sVLVlklGAnpNS FOR ADDITIONAL INFORMATION). TO FROM POWER SOURCE NOTE' PANEL 512E MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS KEY ALARM LIGHT AND SILE:NCII BUTTON 1 "G D -012 TO STEP TANK - SIMPLEX 1'2 "C, 13 -A72 TO STEP TANK - DUPLEX V2-C, 17 -012 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL fPDOUCC WORKS DIRECTOR DATE ( Gw N LAY I JEG I TP RESTURA !TUN_ -(ABLE 1 SURFACE THIDXUESS BACKDLU/ caMwENTS/ TIRE COMPACTION RIEEANIS, DINER RECNNEVAITTS LWaHED 4' CFLISH'cD $URFACS SELECT eACKFILL DNISII �'� SHILL BE SUFACE TOP OWP3E COMPACT TO RBR •llOUlH A CONRST4NT wnN EYISBNG A SAECi BACFBTLL COVRFCW lUOA L�g61OIN . . COMPACT TO 8@% GLARES AD OJIIB$ ODES SHALL NAt4l1 CONCRETE SURFACE MATCH EXISTING SELECT @ACI'sILL MATCH FIO5RN0 DASH KDRIVEWAY/'$IOENA7K1; CONCRETE THICKNESS COMPACT TO N5,4 TFXn1RF. AND giAT!E. HTMJ05E ®/ PLINR.yS LAwi/JAAOSCAPE OVER 1' M;N. TYPE A NATIVE BAGRF9.L NJiSN OUOE SMALL BE IOU srnt COMPACT To wN STNOOTH R CgIBSIANT WITH EXILING MADE VNYPP0IED SUFACE . N/A /ors MauNO BACxnL Y ABOVE FfIISTAiD CCNPAC/ LV`X MADE Q SMOOM �I ; CUB TYPICAL PIPE :. , PUBLIC WfORKS DIRECTOR DATE • re RESTURA !TUN_ -(ABLE 1 SURFACE THIDXUESS BACKDLU/ caMwENTS/ TIRE COMPACTION RIEEANIS, DINER RECNNEVAITTS LWaHED 4' CFLISH'cD $URFACS SELECT eACKFILL DNISII �'� SHILL BE SUFACE TOP OWP3E COMPACT TO RBR •llOUlH A CONRST4NT wnN EYISBNG AC PAVEMENT � S AOV. GRADE B AC. •FAVNO OVER 1' ORU$fIED SAECi BACFBTLL COVRFCW lUOA L�g61OIN OVER GRAVEL BASE SURFACE TOP CCAaE•{ COMPACT TO 8@% GLARES AD OJIIB$ ODES SHALL NAt4l1 CONCRETE SURFACE MATCH EXISTING SELECT @ACI'sILL MATCH FIO5RN0 DASH KDRIVEWAY/'$IOENA7K1; CONCRETE THICKNESS COMPACT TO N5,4 TFXn1RF. AND giAT!E. HTMJ05E ®/ PLINR.yS LAwi/JAAOSCAPE OVER 1' M;N. TYPE A NATIVE BAGRF9.L NJiSN OUOE SMALL BE IOU srnt COMPACT To wN STNOOTH R CgIBSIANT WITH EXILING MADE VNYPP0IED SUFACE . N/A NATIVE BNx;FU -O MauNO BACxnL Y ABOVE FfIISTAiD CCNPAC/ LV`X MADE Q SMOOM USE i' UNION TC CONVECT TESTING �� APAMTUS FM PRESSRE TESTING SERVICE\ FIBERGLASS UD KITH STAINLESS SIM In' MIN RISER HFIGHT TYPICAL wTH AND NEOPPEAE CASKET ALL NON- RAFfl[ REARING iANK< I 7" OIAPVO HOSE AND LEAVE SUFFICIENT /I VAI'V` A45Fl1BIY WE TO AL_OM' FO \ ( ORIENT BALL VALVE PUMP REMOVAL V / ' AS 9 OWN. " VALVE FLECTRICAI SUUCE Box ITS GRPS *TONING SMALL BE WITH 12 BELOW ALL CONNECTIONS SHAM_ 3 MADwTN LID HEAT SHRNK BUII CONNLC21" OR 24" PVC SLOPE GROUND AWAY IRON FI$FCIA. PIBEEO PVC RISER WAID R WTH ISOPRENE 14 GAUD: OF 10' FROM WJP OF RI$(R TQ LC MMETS INSULATED OF ELECTRICAL CONDUIT TONING wRE INSTALL IN 3/P LY CONDUII LASER� .R? ING VARE - INS -ALL 3 LLECINICAL CUMTUIJ IBA POWER SOURCE $TANBAPQ EMi q$CHgRCE INLET TEE -7 R- EPDXY, USE 13 CO RISER TANK OUID TOR FOR CONCRETE 3.5 YF 1' PVC FLOAT A EDVVOAtJT ASSEMBLY AS SET i3 "`F BY On OF YELM 3,ODD GAL TANKS SHALL 4'0 1 -t /4' OIA. INLET ORIFICE H0 -E3 AROUND HAVE A 25' DOWN PIPE y PERIMETER TK VAM T A t' DIA. I ND FLOW a INDUCER PVC DOWSE AFRF - MERSIOLE ErmuolT ORENCO TURBINE 10 GPM P-10 0511 03 THE MATERIAL FOR OUREX, TRPLEX, AND CLASS' DIVISION 1 S.D. POWER CABILE AND TM RJS- ALLATIONS Wl_L VARY. TILE CONTRACTOR SHALL MEET IRE /B' BY-PASS ORIPICF INTENT OF 1FE INSTALLATION REOURENENIS SHOWN IN THE N THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. AL- T BE H -2G I INKS. THIS P 7007 THIS POLICY IS NO LONER IN AFFECT - -�j CITY OF YELM DEPT. OF PUBLIC 4VQRKS TYPICAL SIMPLEX STEP TANK NSTALLATION APP" ROYFO DWG. NO. �TAr .. 7`9 PUBLIC WORKS DIRECTOR OAiF: DES. OWN. CKD. UAIE JY JEG TP 4/2007 APPROVED FOR CONSTRUCTION BY: DEPotoLW�emM,neB�,Q Date; APPROVAL BXPBtBg: 414 N N s rn U Z3 F5 E - I N J ° y m WZ SSW U ? 2 W m IT Z Qm0 ll �� o� Q Q mew ti U U N N Z ym�y ir wo3 QZ p a W W Q cn Q[< I Ci 11 It uj in J � o w U 6~9 Z Q c0 � J tJJ LJLJ � co L J GSSON LFORTAX) J GBSONI NOV. +azmz a: 0790.05 DflnTwNG F1lE Na oRAwNO 20D.05•UT-04 UT-0 4 i f3 3 w� z� ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS, THIS PO'_ICY SHALL TAKE EFFECT ON MAY 31 2007. ,1 �HNISHED GRADE ,,WATER RGHT 110 21 "0 MIN.PVC RISER I + WITH WATER TIGHT I PUMP VAULT RISER LID 14 GAUGE TONING -; N _ :/-WIRE TO S7�ce WIRE TO SS CO I -$- r N o V -'L 0' MM iN.'� ETE BAFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL RENEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP, THE SECOND VAULT CONTAINS TWO PUMPS, 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS I 500 CAL 3000 GAL 4500 GAL 1 60' 7 " 72- ADAPTER FOR 4 ' 55' 55" %V-2 50" 62 6 - I 100 GAL 609 GAL O PVWP ASSEMBLY, SEE 100 CAL NNW GA_ OWG. NO. 7 -9 iN.'� ETE BAFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL RENEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP, THE SECOND VAULT CONTAINS TWO PUMPS, 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS I i —2 PART USE ORCNO I 1 TANK TO RISER JBUC WORKS DIRECTOR DATE I ADAPTER FOR I I CONCRETE TANKS JY JEG TP •I ORIFICE I 3�� ^j O PVWP ASSEMBLY, SEE I I OWG. NO. 7 -9 � FFLE I Z JTE 1) O 0 = W � p tg v Q Q L__,. N ON ALL TAN <S LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINFD RY THE YFI,M SEWER DEPT, �9& 3000 46G& GALLON STEP TANK /PUMP TANK PPROVED IW�r�" -' DWG, N10, JBUC WORKS DIRECTOR DATE I 7 -I DES. DWN. GKO. DATE JY JEG TP 4/2007 FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP.) -T "it/4' ALL LIDS FINISH GRADE I I 2' MIN -WISH YP. 'I SLOPE TO NATIVE G (; ' ODE NATIVE GRADE 14 CAUGE COPPER - PVC RISER, TONING WIRE, 2' -0' i ORENCO SYSTEMS, TAIL INTO RISER INC., OR EQUAL N OR04CO TANK TO RISER ADAPTOR (FOR USE WITH NON- TRAFFIC BEATING TANKS) NOTE; RISER AND LID SHALL BE 30' ON ALL SIMPLEX PUMP VAU' -T INSTALLATIONS. RISER AND UD SHALL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. N0. PUBLIC WORKSIC WORKS O DATE 7-18 DES. JY JEG TP 4/2007 FlNI$NE`p DRApEJ 30'0 RJR—...\ ALARU IEGH CEVEL- LAG ON /OFF (4.5' DRAUDOWTN ON TO OF=) LEAD ON /OFF — (4.5" DRAWCOWN ON TO OFF) LOW LEVEL ALARM REOAINOANT OFF J 6' A0N 9EDJM� VALVE BOX, OR EQUAL V MARKING TO CONCRETE SLAB Y x 2'- CENTERED ON VALVE w/ 4-014'$ EACH WAY TOP 6' PVC PIPE ASIM D -3034 (WHITE)--^ - PVC SEWER MAIN DO NOT COVER BOLTS W/ CONCRETE 919 UNCISTURBED Nom., 2" & 3' VALVES MAY BE BEILL x BELL AT THE CONTRACTORS OPTION SEC 24,T17N,R1 E,WM S !!!! Pro s' B' 000 25' 6 m CITY OF YELM DEPT. Of PUBLIC 'WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT ft!j On. NO. 7 -f 4 BATE 4/2007 VALVE NUT EXTENTIONS REQUIRED TO BRING NUT 70 WITHIN 12' OF THE SURFACE. 11/2' CLR. zo TYP. TONING WIRE. BRING TO SURFACE IN VALVE BOX GRILL 1/2' HOLE OR SLOT FOR WIRE -DATE VALVE, MJ x MJ .2 - p4 BARS CONCRETE SUPPORT BLOCK FOR VALVES 2' AND LARGER TYPICAL SEWER MAIN LINE GATE VALVE A DWGL, N0, PUBLIC WORKS DIRECTOR neTr 7 -21 JEG PVC PIPE WITH ��" I THREADED PLUG B' PVC PIPE ASTM 0 - 3034 (WHITE) r 2 -0 -SO' SEND SCH 40 PVC PIPE FRON VALVE W /SOLVENT WELI JOINTS. PIPE To BE SAME SIZE SEWER MAIN RICH NO. 919 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ "SEWER' (lip.) AM O 7' O.0 EACH WAY TOP DRIP 1/2' HOLE OR SLOT FOR WIRE GATE VALVE SHALL BE SAME SIZE AS MAIN (MJxMJ) TONING WIRE TO MAINNNE NSION FITTINGS VALVE NUT EXTENDONS REQUIRED TO BRING MUT TO WITHIN 24" OF THE SURFACE TYPICAL END OF LINE CLEANOUT PROVE DWG. H0.n UUV WOR115 OIRECTOR GATE 7 -2LJ CES. WN. CK DA JY JEG TP 4/2007 EDGE OF 2' WATER LIGHT HOUSE CAP TYPICAL IN PR07ECTED AREAS NON - PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND L -` -- l EXISTING GROUND —T SWTEE • FROM FERNOO COUPLING OR APPROVED EQUAL 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT FERNCO COUPLING OR APPROVED EQUAL TOP OF STEP TANK INLET BAFFLE TYPICAL CONNECTION - DWG. N'O. PUBU,. WORKS DIRECTOR DATE 7-7 JY I JEG APPROVED FOR CONSTRUCTION BY: Date: DvYdopmW Sw,iomBn&ew APPROVAL MUM: N N N 0 d f2 b a a pa �qq DS E7N J 0 Lu F- C9 co W W co Q polo II S`T.E VAL J GWSON LHURTADO J G9u0N NOV. 19, 2012 0280.05 MMWW9 RIE Na 290.05(TT.DS UTZ 21 ro m W 0 W Z W U_ m <m w 3�� ^j O iI d h O Z Z m w Z J pm O 0 = W � p tg v Q Q mew N U Ir 3m3 Q W^ W Q Z 0 p W w W Z w Q I c� J 0 Lu F- C9 co W W co Q polo II S`T.E VAL J GWSON LHURTADO J G9u0N NOV. 19, 2012 0280.05 MMWW9 RIE Na 290.05(TT.DS UTZ 21 s �1gy Yg k ra 0 !R �g N Y N �f CITY OF YELM GENERAL WATER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT- OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORT( COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRE CONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 456 -3635 TO SCHEDULE A PRE CONSTRUCTION MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS - POLYVINYL CHLORIDE (PVC) PPE (UNDER 4 INCHES} TYPE MATERIAL SHALL BE PVC 11201 PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATION (SORT) OF 21, AND MEET THE REOLOR007S OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 301(5)B. POLYVINYL CHLORIDE (PVC) PPE (4 THROUGH 12 iNOES }. SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL iHICK NESS EQUAL TO OR GREATER THAN THE SDR OF 1% AND MEET THE REQUIREMENTS OF WSDOT STANDARD S'EOFlCATiONS SECTION 9- 30.1(5),0 POLYVINYL CHLORIDE (PVC) PPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR OF 18. DUCTILE IRON PIPE (DP): DP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH COOT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4 -9D, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIRCATIONS SECTION 9- 302.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESIDENT WEDGE, MRS (NON RISING STEM) WITH 0-RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 5(19 -60. VALVES SHALL BE MUELLER, M & It KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929 OR 129, MUELLER COMMON, OR CLOW MEDALLION. HYDRANTS SHAT BE BAGGED UNTIL SYSTEM IS APPROVED. S. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED It TO iB" LINDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLAS71C NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL OL 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 PPE, BROUGHT LP AND TED OFF AT VALVE BODY. ALL WERE 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 WRE ON THE WATER MAIN. B. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED N ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCA71ONS SHALL BE MARKED ON THE FACE OF THE CURB LOUTH AN EMBOSSED •W 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -600 -424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS 17 THE CITY WILL BE OVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE A 'FIELD VERIFICATION', CONKECTION POINTS ELL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONFECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE FEW LINE PRIOR TO CONFECTION TO THE EXISTING SYSTEM OT INSTALL A FEW VALVE 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SMALL OBTAIN A "PINCH LISP PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK 70 BE COMPLETED. ALL I7EMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TD THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF IHE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15. A COW OF 1FESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. REVISIONS MADE TO UK PLANS MIDST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRLNLS AND /OR OMISSKMS ON THESE PLANS SHEA, CARR & JEWELL GENERAL WATER NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE 7HIS WORK. Z. MAINTAIN 10 MINIMUM HORIZONTAL AND 1.5 MINIMUM VERTICAL SEPARATION FROM SEWER MAN. 3. DOUBLE CHECK VALVE ASSEMBLY (DCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL BUILDINGS BY THE BOLDING CONTRACTOR UNLESS O1FER11 SE SOW. SEC 24,T17N,R1E,WM SIZE A 8 APPROYEO�LEEER94x to - 1730 m READER LO 1 1/2' 13 1/,4" 15" BOX - BCF 173D X 12 SASE OR APPROVED EQUAL 2" 17 1 /L4^ 15- �i �I 1 s METER BOX 1 t 1/2 " -2" POLYEFfiTLENE UNE-, BALL VALVE S 1/2.,_2" MALE /sa-,... -A- ADAPTER 2" RESILENT BALL VALVE) I WEDGE (CURB STOP) GATE VALVE CHECK VALVE SERVICE SADDLE 30- I ROMAC 2025 OR 1.._-- 2% SLOPE TO Box 45i TO CENTER Of BOX d ' CURB a .A CHECK VALVE IN GAUGE / BALI- YAL ... INSULATED I P < w d p': 1) A COPPER TONING WARE A > o' METEi WRAPPED t 1/2" - all- AROUND THE 2" - 911 -7711 PINE (SEE GENERAL 1 t/2" - CBS - as t i D 12" 11 NOTES No. T - C86 - 77 FORD PACK JOINT 7) CORP'ORATIO TYPE, e 1 �O PLASTIC La 1 PASS VALVE PSI PHILLIPS ORISCO NINE W/LOCKAIRA CAP 5100 POLYLYHYLEHE NPE) FOR* BALL VALVE 1 WITH PACK JOINT & £ENALE 1 1/2 " -2• MALE I.P. THREAD% NIPPLE i SERVICE SADDLE CITY OF YELM, WASHINGTON 1. ST�AINSLESS STEEL INSERTS REQUIRED FOR ALL _ DEPT. OF PUBLIC WORKS PACK JOINTS. 2. ALL SERVICE SABO= SHALL HAVE RUBBER ' 1/2 `L 1r TO r2 " GASKET AND I.P. THREADS. / 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 T /2" - FORD YOU 76 -15813 OR EQUAL 2' - FORD VBN 77 -15817 OR EQUAL APPR DWG NO. 4. ALL 1 1/2" AND 2• SADDLES WILL BE �� 2" TAPS WITH BRASS 2' NIPPLE ANO PUBLIC WORKS 3118OTOR DATE 6 -3 2• RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SOR -21 PVC PIPE HOUSING TES. VAN. CKU. JAIL ES LEG TP 4/2007 3' X 3' x 4" CLA55 CONCTICITOE'DOPAD �F.aaB.>,m11s> �iYiG L`i`d" �S� ��• OUTSIDE 1 AREA TRACER VVI.- -SEAL WITH 11r 1 ' 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY i l Q" 6 34 y 6 3f4" S_ SECT /0N i V 7 z z s n NOTE: ALL VALVES MUST HAVE 14 'GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISEIT PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSIL)N LEGEND Q VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2' HIGH GRADE STEEL WELDED TO RISER SHAFT. K'li © 3/16" Thk X 5 1/5" DIA STEEL DE GUIDE PLATE WELDED TO RISER SHAFT. 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED, W O, NOTE; A �C h ALL WELDS TO SHAFT SHALL BE 114' PUBLIC FILLET WELD ALL AROUND. CES. IS .RECESSED HANDLE TYPE COVER INLAND FOUNDRY /248 VALVE BOX WITH WATER" CAST IN LID OR OFCO 910 -t0' OR 18" 6" SORT 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE STEM RISER REQUIRED WHEN MAX. 36" 15 EXCEEDED (LENGTH VARIES) GATE VALVE SHOWN- SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. OF PUBLIC WORKS STANDARD VALVE BOX y DUO. NO MKS CIRECTgi DATE 6- 11 JEC I IF Top view operating has Limits o' Pnyneent Point Hydrant Weather shield Sun Yellow High and Hydrant Lack Grade Enamel Bonnet Y 13312 - 21/= Hose connection with threads I HYDRANT OFFSET ....._4 ill' Sleamer conrgNion with NST threads See Valve box and ,r� S 5" Storz 37 adopter %� valve atom detaif- o� Style 5 -57 w /SC cap / 6 -11 ('4v .ve, 0 18 " -24" ! �_.__ Ground To suit - -- IF I trench 6" FI¢nged fire depth 3' Minimum - hydrant tee Each Pipe Joint 6" B' 01106 E IMEt Ir¢n, Inc. IMBgOIug t `6.. pipe Class 52 ductile � 6" safe valve, FL X MJ r See note below j Varies- 4 "x8 "xt6' concrete block i J Hydrant shot ! 8ackfill to top of drain Ting housing Plastic barrier between , tttt bolts with 2" washed rock as shown thrust block and tee L 6' x 6' sheet of 11 mg. plastic or con - strucFon fabric, coverliq 2" washed rock JJR1es Corcrete thrust block 1. Hydrants shall be located In cast -In -place against accordance with Section 6,060. fiNing only In addition, a minimum three foot radius unobstructed working area sholi he provided around all hydrants. CITY OF YELM, 'WASHINGTON 2. Hydrants shall be Dresser M & H DEPT. OF PL'BUC WORKS Retiont style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion LL HYDRANT 3. Gate valves shoii be resiffenl wedge FIRI_ NITS with 0 -ring seols. Volvo ends shelf be Mechanical joint by ANSI flanges. - -- Volves shall conform to AWWA 549 -84. JIG. rvo. VQIVes shall be Mettler M &H, Kennedy, 7DES.DM, Clow R/W or Walercus Series 500. KS OSECTOR DA'E 6 -7 4. Fire Hydrant lock payment Is required CKO. DATE city wilt order and fnstofl. JEO T? 4/2007 ' I r i I TOP VIEW TOP VIEW 1 I SIDE VIEW * r. SIDE VIEW TOPi VIEW I t WYE 1 , SIDE VIEW "VV T '.✓ v '.' 1 � �' I • YJh, TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS w:v 45' _ 90' VERTICAL BEND NOTES: I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. 3. ANCHOR REAAR SHALL BE 5/5" MINIMUM DIAMETER. STANDARD BLOCKING DETAIL =ILO nrA;. No. L -- 6 -13 3LIC VA:RKS DIRECTOR DATE ONn� CIO: DATE FS ,tG m 4/2007 LIVE TAP 2' TYP. T--- V BLOCK / 2' TYP z ;e ; TAPPING VALVE i rL x MJ I STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND RACKFILLED AS SHOWN BELOW- RIGHT. 1/3 DIAMETER OF PIPE CONTRCLLEO OENSNY BACKFILL I..__ 2'-1 POURED WIOTN OF TRENCH SOLID BRICK NOTES: I. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND DACKFILL ARE POURED. 2. MJ CUT IN TEES SMALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. HE VALVE, x MJ TEE -, CONCRETE THRUST CONNEC-ION TO EXISTING MAIN APPR DUG. W. PV31CTCR DATE 6- 10 DATE ES D .ffG cxD.-P 4/210/ THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90' BEND 45' BEND 2 -1/2' BEND 11 -1/4' BEND DEAD END y DIAMETER y4" SAND & GRAVEL 31000 SAND & GRAVEL OR TEE 31600 2,000 1,000 500 2.600 6" 8.000 4.400 2,300 11200 5,700 S. 14,300 7,700 4.000 21000 10,100 10" 22.300 12.100 6,200 31100 15,800 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12.100 6,1 DO 30,800 16" 57,000 30,800 15,700 7,900 40,300 NOTES: I. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINSY 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 LEIS i- 3000 LO /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH Or COVER OYCR THE PIPE EXCEEDS 2 FEET THRUST LOADS WOPI_ wG. N0. : YANiKS DIRECTOR LATE 6-14 ES J AG I TP APPROVED FOR CONSTRUCTION BY: Date: Ikwlopmmt fletrkv APPROVAL MM S: J UJ UJ 0 C3 Co 0 Z W LU F"- Q IQ N I N O N o+ s N b a t7S tX .- I N W W ry 1' f t Q I 0 m 2 z m SN0, }$w 3 pmw = LL K m�= WEDS �$3 oa UJ Q O U z a f� 3 @Ole rSTE' VAL J GIN L HURIADO J GIBSON DATE ,N1�O�1V,.K19,2012 VLN.05 OTARVM FILE Nz 280A15NNT-06 aueKUl IT* POUNDS PER SOIL 1 MUCK, PEAT SQUARE FOOT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 31000 SAND & GRAVEL 4,000 I CEMENTED WITH l CLAY HARD SHALE 10,000 THRUST LOADS WOPI_ wG. N0. : YANiKS DIRECTOR LATE 6-14 ES J AG I TP APPROVED FOR CONSTRUCTION BY: Date: Ikwlopmmt fletrkv APPROVAL MM S: J UJ UJ 0 C3 Co 0 Z W LU F"- Q IQ N I N O N o+ s N b a t7S tX .- I N W W ry 1' f t Q I 0 m 2 z m SN0, }$w 3 pmw = LL K m�= WEDS �$3 oa UJ Q O U z a f� 3 @Ole rSTE' VAL J GIN L HURIADO J GIBSON DATE ,N1�O�1V,.K19,2012 VLN.05 OTARVM FILE Nz 280A15NNT-06 aueKUl IT* BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND Y BRASS DISK, IN CASE, MARKED 1S 2719Y AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60, NGVD-29. y4� O a MT i g g MT p 9 �g 1 r•1� Y N L/1 N LyIA aT7 SEC 24, T 17 No R 1 E,WM RESTO ARON CEPtI TRACE TAPE 17' . TO 18" l(OLR VARIES THE FI NAL G RADE TRENCH BACKFILL TRACER WIRE (SEE RTEM SEE NOTE 1, 2, 3 MATER NOYES NN. 7) k 6' INN. BEDDING NA AERIAL 6 ",AIIH. SEE NOTE < LNDISNM.BED SOX. NOTES: i. A MM WI COYER OF 3.8' SHALL BE MAINTA!AlA EXIX T AS REQUIRED AT CONAECT" POINTS. 2. NATIVE BACKPILL SHALL CONSIST OF CRUAR'D, PROCESSED, OR NA7UNALLY OCCURRING CRAN"p YATEPoAL. IF SHALL BE ESSENTIALLY FREE FR M VAMOM TYPES Or NOW WASTE OR ODER lXIRANE%$ OR GIAACDONABLE MATENSALS T SMALL HAVE SUCH CHARACM7VSBCS OF SIZE AND 94APE THAT IT WILL COMPACT REATALY COMPACT. S NANVE ERE'N01 BACKrlt MATERIAL SHALL K 50"W OR SEREENEO SO O(AF Die MAXALUM AGGREGATE SHALL IS 6- INCHES. !. 1A1Ar,' SEWING TATEMAL SHALL BE SANB CR Or.EP. 7TY APPROVED L VIAL NO �Jjlwumms NULL i9-' ALLCNEO 6MTHOIT MrIEN AUTYONLYANON FRGM WE CITY OF M.N. S WFIETRE NATIVE MATcRIALS HAVE BET_N DEEMED UNACCEzTAB.E BY DIE CITY, P.ENQI BACKFTLL 'S,M RD CI. MEET WE NSOCT STANDA SPECAF;CAROHS FOR 711'-"" F9PE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. CF-PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING a-5 PIJBI(C NOR' E-106ATE DES. DAN. CKD C5) CROIWD TEST COCKS RESR.LENT SEATED (4 REDID) 6" uM. {' SHUTOFF VALVES 3" a' wx \ (2 REO'D) ,.' ( LUN/GtS (Z RFOTT.) HD GALVANIZED FlPE CN WLEF SIDE 6" AKIN. R ASSEMBLY. I PLASTIC CR CEMENT .' SIDE NEW METER BOX (BELOW GROUND ISLYLAZON) GRAVEL) 12" MIN. NOTE: ALL IFEVS SHALL rXIMPLY WTFI THE FcLLOYMiG. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HCRIZONTAL ATTH GROUND. - DESGNAD FOR BACK 9PNOVAGE AND BACK PRESSURE. - THORCUCHLY FLUSH LINES PRIOR TO INSrALLARCN OF BACK !'LOW PRC 7,,.R - rro CALVANIIEO PIPE BEFORE ASS£MOLY - THE OCV4 MAY BE INSTALLED ABOVE OR bUON' CITY OF YELM, WASHINGTON THE GROUND FRONDED ALL CLEARANCES ARE WT. DEPT. OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBECT r0 FLOGGpG. - VALVE SHALL BE PROTECTED FRCMI FREEENG DOUBLE CHECK VALVE OCNDnfONS. - THE BACK FLON ASSEMBLY 9NALL BE A CURREIIT ASSEMBLY 2" AND SMALLER WASKNCTON STATE DEPT. HEALTH APTROVEO NODE _ - A PI WRING PERUTT IS R£OLWEO. pWG�NO. 6 -16 rR18ut rKIRKS DIRECTOR DATE OFS. OYN. CKD. DATE KH .EG TP 4/2007 PLASTIC BOX (5) __ YIN. MATERIAL LIST: GRAVEL BASE 2" THICK 1, SERVICE LINE 2. 90' REND 3. UNION /. NIPPLE 5. SHUT -CFF VALVE 6. CHECK VALVE (C.S.H.S. APPROVED) 7. RELIEF VALVE R. TESTS COCKS 9. DRAIN TO DAYLIGHT IO.PlUOS RN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIANETEN OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SEC ON 6.170 FOR FURTNER INFORMATION, 0, 00 NOT INSTALL IN AREA SUBJECT TO FLOODING. 3 ILAN PROFILE .tx TO B - UILDI G OR IRRIGATION SYSTEM )2P -. OF OUBLIC WORI REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER KR I aG I TP DWG. NO 6 -17 iLq NN I NN_O N m -- N N Q r3 a a 171 05 ,C4i Lsi ¢ z a� J� Jm aOD W Z O N w o ® O o W U w = v m .t r 5Nu i TOP wEW 6- T �1ymw CROIWD TEST COCKS RESR.LENT SEATED (4 REDID) 6" uM. {' SHUTOFF VALVES 3" a' wx \ (2 REO'D) ,.' ( LUN/GtS (Z RFOTT.) HD GALVANIZED FlPE CN WLEF SIDE 6" AKIN. R ASSEMBLY. I PLASTIC CR CEMENT .' SIDE NEW METER BOX (BELOW GROUND ISLYLAZON) GRAVEL) 12" MIN. NOTE: ALL IFEVS SHALL rXIMPLY WTFI THE FcLLOYMiG. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HCRIZONTAL ATTH GROUND. - DESGNAD FOR BACK 9PNOVAGE AND BACK PRESSURE. - THORCUCHLY FLUSH LINES PRIOR TO INSrALLARCN OF BACK !'LOW PRC 7,,.R - rro CALVANIIEO PIPE BEFORE ASS£MOLY - THE OCV4 MAY BE INSTALLED ABOVE OR bUON' CITY OF YELM, WASHINGTON THE GROUND FRONDED ALL CLEARANCES ARE WT. DEPT. OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBECT r0 FLOGGpG. - VALVE SHALL BE PROTECTED FRCMI FREEENG DOUBLE CHECK VALVE OCNDnfONS. - THE BACK FLON ASSEMBLY 9NALL BE A CURREIIT ASSEMBLY 2" AND SMALLER WASKNCTON STATE DEPT. HEALTH APTROVEO NODE _ - A PI WRING PERUTT IS R£OLWEO. pWG�NO. 6 -16 rR18ut rKIRKS DIRECTOR DATE OFS. OYN. CKD. DATE KH .EG TP 4/2007 PLASTIC BOX (5) __ YIN. MATERIAL LIST: GRAVEL BASE 2" THICK 1, SERVICE LINE 2. 90' REND 3. UNION /. NIPPLE 5. SHUT -CFF VALVE 6. CHECK VALVE (C.S.H.S. APPROVED) 7. RELIEF VALVE R. TESTS COCKS 9. DRAIN TO DAYLIGHT IO.PlUOS RN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIANETEN OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SEC ON 6.170 FOR FURTNER INFORMATION, 0, 00 NOT INSTALL IN AREA SUBJECT TO FLOODING. 3 ILAN PROFILE .tx TO B - UILDI G OR IRRIGATION SYSTEM )2P -. OF OUBLIC WORI REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER KR I aG I TP DWG. NO 6 -17 iLq NN I NN_O N m -- N N Q r3 a a 171 05 ,C4i Lsi ¢ z a� J� Jm aOD W Z O N w a W U w = v m r 5Nu i z �1ymw A a LL = � L6�� 7j Q Z Q mew T t, M z z N� �m3 a W 6 3 LD Q W Z W W Q z I ¢ u J �' O 310.0 � uj V z 337.5 ........•...;... a ....:.............:...... .................. ............. ............�... ......... :..... ........ Lu a. >- 335. ._`.`.�. • ...........:.•..........;............ v........,.. .:...reQaoseo•a?nnE..... ....... . .....:.. w 42! REQUIRED COVER \ \ (lYp.) EXIS * GROUND 332 ... ......................_............. L...............:-.,_,.,.. q_,.._. .......; ....... .........,....., ......,....:• �...,-- ...... . LF OF 8` Nil COYER 55 r. ........... i.... .......• :.............�-- ,... «• �. aC. MG7Fjp: WjUN—, r..—.:......__:• ...•.w•�•s..�....,:...... >..�.; jr..-..: -,::.i 0+25 0+50 D+75 1 +00 1+•25 1 +50 1 +75 2+00 2 +25 2 +50 AC WATERLINE REPLACEMENT SCALE: 1` =30' Haz 1' =3' VERT APPROVED FOR CONSTRUCTION BY: Date: neYeT^cmLm BavioeF &� APPROVAL EXPIRES: n, z y t 1 UT -07 0 gS S s 6 0 1§ �� of Q5 E� r n s ¢. ti a 1 SEC 24, T 17 N, R 1 E,WM 9 INSTALL 219 1- HYDRANT ASSEMBLY LF 8'f WATER MAIN INSTALL 42 LF B'� INS ALL � WATER MART 8'f WA MAIN I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (BW) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY FXCAVAnON. INSTALL 54 LF 8'f IPVC WATER WAIN 9 +95.00. 10' LT ; CONNECT TO aSTNG 8'f WATER MAIN STA 10+50.00, 19.50' LT INSTALL 1- HYDRANT ASSEMBLY FLANGE O V= 340.87 Y WATER SERVICE 25 CD M_ N U W W W Z = S W W iNSTALL 36 LF Yf WATER SERVICE ' 2' STEP SERVICE ; STA 12 +68.63, 11' LT 6•• WATER MAIN — PRO% DUSTING INSTATI MAINTAW 42' MIN. COYER (TYP) STA 11 +75.� 16' LT 1 ` m 6'f STEP. MAIN Q (TYP) (TYP) T1P co .... ............. .................. .... ........... NSTALL 36 LF OF Y RIM 3.85 IE 3X85 STLL E.P.6SERVICE INSTALL 15 LF Y ' R ii77CAPEND _ _ WATER SFR- - _ _ _ STA 12 +19.71, 25 RT STEP. SERVICE TING ^w INSTALL 272 LF 4" MAIN A 10+36.26, 36' RT S.TEP. MAIN Of .� CAP END OF SERVICE VEIL 1' =2 °n ALVE A 10+26.06, 15' RT INSTALL 36 WATERMAIN SERVICE STA 12 +74.94, 25' RT-j 15 LF 2" CAP FND OF SERVICE STA 12 +29.71, 25' RT CAP Elm OF SERVICE S.T.E.P. SERVICE CAP END OF SERVICE STA 12 +84.94, N CAP END OF ! CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (BW) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY FXCAVAnON. INSTALL 54 LF 8'f IPVC WATER WAIN 9 +95.00. 10' LT ; CONNECT TO aSTNG 8'f WATER MAIN STA 10+50.00, 19.50' LT INSTALL 1- HYDRANT ASSEMBLY FLANGE O V= 340.87 Y WATER SERVICE 25 CD M_ N U W W W Z = S W W iNSTALL 36 LF Yf WATER SERVICE ' 2' STEP SERVICE ; STA 12 +68.63, 11' LT 6•• WATER MAIN — PRO% DUSTING INSTATI MAINTAW 42' MIN. COYER (TYP) STA 11 +75.� 16' LT GRADE 0 CL EW:GRADE 0 CL 1- HYDRANT AS54mI,Y m 6'f STEP. MAIN Q (TYP) (TYP) T1P co .... ............. .................. .... ........... + M - �........ RIM 3.85 IE 3X85 Y STEP SERVICE 4 - - - -- - -- -� --�-�_ - -- Nn W - W W z a & J co $ Y WATER CE V W ?< 2- WATER SERVICE I BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (TC. 1252AZ) FOUND Y BRASS DID(, IN CASE, MARKED IS 27192' AT THE II78MTICN OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60'. NGVD -29. 184 U 12"0 (YAP ..... NOTE: INSTALL 306 LWHERE CONNECTING TO EXISTING WATER AND SEWER REMOVE ANY .8'f WATER MAIN END OF LINE CLEANOUT OR BLOWOFF'S AS REQIARED. REUSE AT THE PROPOSED END OF CONSTRUCTION IF POSSIBLE. 10+07.50, 17 RT 2' STEP SERVICE — CONNECT TO EXISTING STA 11 +75.� 16' LT m 6'f STEP. MAIN Q INSTALL•272 LF 4'f PVC co I INSTALL 1 -6'x4' REDUCER N N N RIM 3.85 IE 3X85 Y STEP SERVICE . 2' STEP SERVICE STA 12+74.78, 9' RT NORl 1' =2Q ^w Of .� -4' GATE VALVE (MJ) rNi VEIL 1' =2 °n ° S3 a 1-6' CLEAN OUT N N 1 —T� 0 20 40 p SCALE IN FEET a b U Z3 LEGEND: Q N - -- --w- - ---w— EX WATER MAIN w PROPOSED WATER MAIL J o ► THRUST BLOCKING -j m z N WATER VALVE 0 w z Ak HYDRANT W W e m w `j 4 9ACKFLOW PREVENTOR 0 g6 0 WATER METER r z m z o g R FIRE DEPARTMENT CGNNECTDN ry N a 11 N ® POST INDICATOR VALVE , z' m 32 .x - ---- s- - - - -s- EX STEP. MAIN U i 3 m ¢ w�3 S PROPOSED SLEP. MAIN + w 3 N SEWER VALVE Q a Q " z e w 000 CLEANOUT n O O STEP TANK BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (TC. 1252AZ) FOUND Y BRASS DID(, IN CASE, MARKED IS 27192' AT THE II78MTICN OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60'. NGVD -29. 184 U 12"0 (YAP ..... NOTE: INSTALL 306 LWHERE CONNECTING TO EXISTING WATER AND SEWER REMOVE ANY .8'f WATER MAIN END OF LINE CLEANOUT OR BLOWOFF'S AS REQIARED. REUSE AT THE PROPOSED END OF CONSTRUCTION IF POSSIBLE. 10+07.50, 17 RT 2' STEP SERVICE — CONNECT TO EXISTING STA 11 +75.� 16' LT "—'-". 6'f STEP. MAIN Q INSTALL•272 LF 4'f PVC co I INSTALL 1 -6'x4' REDUCER <^> STEP. NAZI MAINTAIN 60' MIN. COVER (TYP) RIM 3.85 IE 3X85 Y STEP SERVICE . 2' STEP SERVICE STA 12+74.78, 9' RT NORl 1' =2Q ^w -4' GATE VALVE (MJ) rNi VEIL 1' =2 °n ° S3 a 1-6' CLEAN OUT APPROVED FOR CONSTRUCTION BY: Date: _ »°9avkaeogireer APPROVAL EXPIRES: T1T wr W R a. CDz® Q H W z UJ 2 O� U Z Q � UJI a10 NOV. 19, 2012 0299.05 aawno rns x« 29D.O64IT4 UT-08 e . r � J. ',✓ p' L6",. ;dry ilP I d ,a INSTALL 306 LF ON WATER MAIN MAINTAIN W MIN. COVER (TYP) 0 �o �p U W LJ.L ILLI Z N !✓T 9 : 6 I ' s 1 m T • 0 M M $23 � 13100 I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTON BY CALLING THE UNDERGROUND w gj LOCATE UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY g 3 EXCAVATION. SEC 24,T17NoR1E,WM 15+74.30, T LT INSTALL i -8' 45' BEND (FLxMJ) DSTAUL 62 LF - - -` -O 8Y WATER MAIN \ � 16 +15.91, ST LT CONNECT TO EXISTING ell AC WATER MAIN INSTALL 1 -8' TAPPING TEE 1 -8' GATE VALVE (FLXMJ) \ �pk l \ 16+15.91, 53' LT CONNECT TO EXISTING 870 WATER MAIN INSTALL- 1-8' TEE (FLXMJ) ...................... ................... :.......... .......... 1-8' GATE. VALVE (FWAJ) ..... . )5 +74.30. 9' LT _.... _.__ . RIM 33&43 . CONNECT TO EXISTING 1 8'0 WATER MAIN E 333.32 (W,N): INSTALL- 1-8- 45' BEND (FLAIJ) . z ' z •....... .... v �.. . ....... <. �... •. A _IL.. ............... I p........1... INSTALL 62 LF 8'0 WATER MAIN 0 20 40 SCALE IN FEET' LEGEND: w N Ak a 0 A ---- - ®---5 _ -s - H Coco O O EX WATER MAIN PROPOSED WATER MAIN THRUST BLOCKING WATER VALVE HYDRANT BACKFLOW PREVENTOR WATER METER FIRE DEPARTMENT CONNECTON POST INDICATOR VALVE EX STEP. MAIN PROPOSED STEP. MAIN SEWER VALVE CLEANOUT S.TEP TANK BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (TC. 1252AZ) FOUND Y BRASS DISK, IN CASE, MARKED IS 27192' AT THE WTOUC70 OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.80'. NGVD -29. NOTE: I -WHERE CONNECTING TO EXISTING WATER AND SEWER, REMOVE ANY END OF LIRE CLEANOUT OR BLONOFFS AS REQUIRED. REUSE AT THE PROPOSED END OF CONSTRUCTION IF POSSIBLE APPROVED FOR CONSTRUCTION BY: Date: DevelcpavaBm aWw APPROVAL 13XMM: iLq N s r N O pN� N a a U $S J Z W ; STA 13+59.00, IV LT G J CO W � O UJI N W . Wm U = TM Q a�6 I E 334.58 (E.W) z z Q z a xLLz .......................... D a INSTALL ................. STALL 306 LF '8e►•WATER W mom= Nh U� MAIN W E w6 A : 6 I ' s 1 m T • 0 M M $23 � 13100 I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTON BY CALLING THE UNDERGROUND w gj LOCATE UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY g 3 EXCAVATION. SEC 24,T17NoR1E,WM 15+74.30, T LT INSTALL i -8' 45' BEND (FLxMJ) DSTAUL 62 LF - - -` -O 8Y WATER MAIN \ � 16 +15.91, ST LT CONNECT TO EXISTING ell AC WATER MAIN INSTALL 1 -8' TAPPING TEE 1 -8' GATE VALVE (FLXMJ) \ �pk l \ 16+15.91, 53' LT CONNECT TO EXISTING 870 WATER MAIN INSTALL- 1-8' TEE (FLXMJ) ...................... ................... :.......... .......... 1-8' GATE. VALVE (FWAJ) ..... . )5 +74.30. 9' LT _.... _.__ . RIM 33&43 . CONNECT TO EXISTING 1 8'0 WATER MAIN E 333.32 (W,N): INSTALL- 1-8- 45' BEND (FLAIJ) . z ' z •....... .... v �.. . ....... <. �... •. A _IL.. ............... I p........1... INSTALL 62 LF 8'0 WATER MAIN 0 20 40 SCALE IN FEET' LEGEND: w N Ak a 0 A ---- - ®---5 _ -s - H Coco O O EX WATER MAIN PROPOSED WATER MAIN THRUST BLOCKING WATER VALVE HYDRANT BACKFLOW PREVENTOR WATER METER FIRE DEPARTMENT CONNECTON POST INDICATOR VALVE EX STEP. MAIN PROPOSED STEP. MAIN SEWER VALVE CLEANOUT S.TEP TANK BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (TC. 1252AZ) FOUND Y BRASS DISK, IN CASE, MARKED IS 27192' AT THE WTOUC70 OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.80'. NGVD -29. NOTE: I -WHERE CONNECTING TO EXISTING WATER AND SEWER, REMOVE ANY END OF LIRE CLEANOUT OR BLONOFFS AS REQUIRED. REUSE AT THE PROPOSED END OF CONSTRUCTION IF POSSIBLE APPROVED FOR CONSTRUCTION BY: Date: DevelcpavaBm aWw APPROVAL 13XMM: iLq N s r N O pN� N a a U $S J Z W " MAINTAIN 42 MIN. COVER $ J CO W (TYP) Z UJI N W Z Wm U = a�6 ® z z m r$z : 6 I ' s 1 m T • 0 M M $23 � 13100 I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTON BY CALLING THE UNDERGROUND w gj LOCATE UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY g 3 EXCAVATION. SEC 24,T17NoR1E,WM 15+74.30, T LT INSTALL i -8' 45' BEND (FLxMJ) DSTAUL 62 LF - - -` -O 8Y WATER MAIN \ � 16 +15.91, ST LT CONNECT TO EXISTING ell AC WATER MAIN INSTALL 1 -8' TAPPING TEE 1 -8' GATE VALVE (FLXMJ) \ �pk l \ 16+15.91, 53' LT CONNECT TO EXISTING 870 WATER MAIN INSTALL- 1-8' TEE (FLXMJ) ...................... ................... :.......... .......... 1-8' GATE. VALVE (FWAJ) ..... . )5 +74.30. 9' LT _.... _.__ . RIM 33&43 . CONNECT TO EXISTING 1 8'0 WATER MAIN E 333.32 (W,N): INSTALL- 1-8- 45' BEND (FLAIJ) . z ' z •....... .... v �.. . ....... <. �... •. A _IL.. ............... I p........1... INSTALL 62 LF 8'0 WATER MAIN 0 20 40 SCALE IN FEET' LEGEND: w N Ak a 0 A ---- - ®---5 _ -s - H Coco O O EX WATER MAIN PROPOSED WATER MAIN THRUST BLOCKING WATER VALVE HYDRANT BACKFLOW PREVENTOR WATER METER FIRE DEPARTMENT CONNECTON POST INDICATOR VALVE EX STEP. MAIN PROPOSED STEP. MAIN SEWER VALVE CLEANOUT S.TEP TANK BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (TC. 1252AZ) FOUND Y BRASS DISK, IN CASE, MARKED IS 27192' AT THE WTOUC70 OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.80'. NGVD -29. NOTE: I -WHERE CONNECTING TO EXISTING WATER AND SEWER, REMOVE ANY END OF LIRE CLEANOUT OR BLONOFFS AS REQUIRED. REUSE AT THE PROPOSED END OF CONSTRUCTION IF POSSIBLE APPROVED FOR CONSTRUCTION BY: Date: DevelcpavaBm aWw APPROVAL 13XMM: iLq N s r N O pN� N a a U $S J " Jm N W Z N W Z Wm U = a�6 ® z z m r$z z a xLLz Q D a yes mom= Nh U� z E w6 A w Q z Z od Wz W 4 I b W J O NY a 0 �a a 1-- LL Q Z 11' Ei L LU U z Q W �Ju J GI99ON LHURTADO J GPM NOV. 19, 2D12 0290.05 --FpoFl " 280ASW49 1' 21 Imo' -400� �' 66 -J DOSIIN \` PAVWDA MARKINGS e 3gag1 � d;�j•a, EXISTING CURB AND GUTTER I EXISTING DOUBLE YELLOW CENTER LINE (DYCL) s a w w BASIS OF BEARINGS THURSTON COUNTY COORDINAIE SYSTEM VERTICAL DATUM (TC. 1252AZ) FOUND Y BRASS DISK, 84 CASE MARKED IS 2719Y AT THE ENTERSECTION OF TAN OMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.67, MGVD -29. -- - 340 ^� STA 10+00,- \i11 MATCH DO DYCL BEGIN DYCL TAPER STA 1Q+ MATCH EX S/W .BEGIN CURB AND GUTTER '`rte 0 PC STA 10+0&8$, 22' LT R:20' L• 5.46' PC STA 10+28.01 2Y LT R:27 L•5.46' E CALL BEFORE YOU DIG 1 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL j UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. PM STA: 10+64.42 PM E". 340.16 SEC 24,T17N,R1 E,WM .0 O ..rim ED EDP STA 12 +00, 4.00' LT- DID DYCL TAPER E -E RN— - _ A 12 +00 END TAPER, 8' RT STA 11 +96.31, IC LT DRIVEWAY CENTER INSTRUCTION BASELINE N .r D 4 0 20 40 SCALE IN FEET M FQ- � uj Lu W L,., Z J 4% C) Lli HIGH 1026 -Ng PVI STA: 12 +85.25 HIGH PT ELEV. 340.04 PN aft 3M.40 K: 84.00 STA 10+00.00 Lm. 25.00 N� EL :339.34 `�' a~' OX EXISTING IQ 2 - a EW cR CL . o .............. ... . ........... ..... o v ( (T"') .................. .... osoz --- -- - - - - -- w --------- - - - -•- - - - - - - - W W J CA QQ C4i . 184 LF 12'0 CPEP 0 0.70X HORZ: 1' =2Q' WART. 1 =2 RIM 338.85 IE 335.85 R LEGEND: FLOW ARROW SDI--- STORM SEWER LINE ASPHALT SEE PV -1 _ PAVEMENT CEMENT CONC. 4 -11 ".. SIDEWALK PP -03 CEMENT CONC. CURB 4 -13 AND GUTTER PP -03 Q TYPE T STD PLAN CATCH BASIN 85.20 -00 DOUBLE YELLOW CENTER LINE (OYCL) NOTES: 1. ALL CATCH BASK! STATIONS & OFFSETS RELATE TO FLOW LINE FACE OF CURB (BACK OF RIM) UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED WITH A HERRINGBONE GRATE 2. ALL STANDARD PLANS ARE WSDOT UNLESS OTHERWISE NOTED. 3. ALL PAVEMENT MARKING SHALL BE TYPE D-1 ANNA EXTRUDED PLASTIC. 4. DOUBLE YELLOW CENTER LINE (DYCL) PER WSDOT STD. PLAN M- 20.10 -01 c y 5 ] v, v � b � Z A C A s> 0 0 n 0 Z 2� m r c O � vZ1 M Yi z COMMERCIAL GENERAL P40TES: COLLECTOR 1. NO 'ON SIRLLI'• PARKING PERMIIIED COLLECTOR. 2. REFER TO RELEVANT SECTIONS Of THE APPRCbEC DMI, No, CEVELCPMENT GUIDELINES FOR ADDTIONAL A A I = ORMATION ON STORM DRAINAGE, STREET LIGHTING. PAVEMENT STRUCTI,RE, ECT. DES D". CND. AtE 9j21f2000 APPROVED FOR CONSTRUCTION BY: Date: » am4cw> APPROVAL EXPIRES: N N N s S N b b it o m J z W Z N w z u = W ° �9 W 3°�n f N u � g N 0 Z �$w 1®1 g ° "W z a oaa w >�3 z Q�3 Q OZ W w 2 s w LLI H 0 LLI N u- O o � w r }' W W I- Q �Z ti LL v : � MA 21 Q R i= i5 gs S F s 0 a� �g E� z it O M � H d c W LU Z = J N = W Lu 0 0 M h W Z IV- vVN SEC 24 ;T17NoR1 ElWM Ju6 3k STA 15+65.161 0.00' LT TYPE 1 END DYCL RADIUS r3' R/W DEDICA11pN I 5 y - STA 15+2010, 2.12' LT� - 1 , I BEGIN DYCL RADIUS &5! \ \ Y ET a`SEE SHEETS SD-01 AND SD-02 \ FOR DETAILS \ STA 16 +1165 END S/W END CURB AND GUTTER ADA CONCRETE RAMP �lzi 1 TING ROADWAY 0 20 40 SCALE INFEST } ae � "'�'S ��,.. v a..ry ,i €'x,iga � tt+� � & �".,�� "x�. t�,Y".- x' t , y,p �y . •...., \ •! u c �..aw -, r v .� _ '� ,4 .:.. � 8�, 5 s'i✓'':x .� ".•� ." c3A� v,..,, / /,,��..��_yy`` 17 +00 - LPROPOSED EDP k Rr7j E% — _ J MATCH EXISTING \ ROADWAY Ex EP \ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. STA 17 +50 N:594935.16 E1111877,40 EP BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM STA 17 +39.03, 27' L END DYCL. a i STA 32.47, 36' R MATCH EXISTING ROADWAY (LC. 1252AZ) FOUND Y BRASS DISK, IN CASE, MARKED IS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.66, NGVD -29. LEGEND: /- FLOW ARROW 0 11W D STORM SEWER LINE :.. 3 ASPHALT SEE EE PV -1 CEMENT CONC. 4-11 SIDEWALK PP -03 CEMENT CONC. CURB 4-13 AND GUTTER PP -03 Fmi TYPE 1 STD PLAN CATCH BASIN 8520 00 DOUBLE YELLOW CENTER LINE (DYCL) NOTES: I. ALL CATCH BASIN STATIONS & OFFSETS RELATE TO FLOW LEE, FACE OF CURB (BACK OF RIM) UNLESS OTHERWISE NOTED AND SHALL RE INSTALLED WITH A HERRINGBONE GRATE. 2. ALL STANDARD PLANS ARE WSDOT UNLESS OTHERWISE NOTED. 1 ALL PAVEIAW MARKING SHALL BE TYPE D-1 MMA EXTRUDED PLASTIC. 4. DOUBLE YELLOW CENTER LINE (DYCL) PER WSDOT STD. PLAN M- 20.10-01 ALIGNMENT CURVE TABLE No BEGIN STA ELL) STA RADIUSLENGTH w DELTA 01 14+76.56 15+22.70 500' 46.12' 517'04.40' 2❑ 16+16.24 16 +25.43 150' 9,19' 3.30'37.37- PREPARED SUBGRADE 8- AGGREGATE BASE COURSE Y CRUSH SURFACE TOP COURSE 3- ASPHALT CONCRETE PAVEMENT BERRY VALLEY ROAD - PAVING SECTION STANDARD CITY OF YELM STREET SECTION REFER TO THE GEDTECHNICAL REPORT FOR ADDITIONAL INFORMATION APPROVED FOR CONSTRUCTION BY: »>; APPROVAL EXPIRES: �iq N s N N a 0 b a s 8 w W W O J O O W o-• Z ac LL :V,a T Ns 20 aF W Z 0 U CD Q O � o w W N z 0 W Z W' Hm w 3Zi pm LL = w p� Q Q m�a U Z �m3 4 E w W�3 ^ 3 QZ p a WZ W a I � w W W O J O O W o-• Z ac LL :V,a T Ns 20 aF W Z 0 U CD Q O � s 0 a F O {�y F U Y C I W i w� :z /"r l /®r f . r / ✓rs rr ELI : !L2 \ LI / SEC 24,T17N,R1E,WM k ® TYPE 1 JUNCTION BOX PER WSDOT STANDARD DRAWING J-11a - - - - - -- CONDUIT 0—u INTOLIGHT LIGHT STANDARD AWIRE NOTE OCONSTRUCTION NOTE CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EASTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (601)) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONSTRUCTION NOTES (PER WSDOT STANDARD PLANS AND SPECIFICATIONS) Ll INTOUGHT TO FURNISH AND INSTALL NEW LIGHT STANDARD. CONTRACTOR SHALL COORDINATE AS NECESSARY. OINSTALL TYPE 1 JUNCTION BOX. PER WSDOT STD PLAN J-11a L3 INTOUGHT TO COORDINATE POWER SOURCE AND SERVICE CONNECTION. Lt NOTE: Lq m CITY REQUIRED ALL ILLUMINATION EQUIPMENT AND INSTALLATION TO BE PROVIDED BY INTOLIGHT. s CONTRACTOR TO PROVIDE TRENCH, BACKFILL MATERIAL AND BACKFILLING OF TRENCH. CONTACT INTOLIGHT AT (425) 456 -2595 N 0 N a a / K d' a 0 30 60 Q - N SCALE IN FEET ® W PL2 , Lt L2 v Li ` W i SW BERRY VALLEY RD EW IMPROVEMENTS (TYP) WIRING SCHEDULE RUN Q CONDUIT SIZE* WIRE /CABLE TYPE- WATTAGE- DISTRIBUTION ,�8 AWG BARE GROUND REMARKS 1 11 4 2 1 ++ ILLUMINATION NOT USE * 2 1 1 4 2* A SPARE W PULL STRING HPS - 250 - MCiil * + CONDUIT SHALL BE PVC SCHEDULE 40 EXCEPT AT ROADWAY CROSSING WHERE IT SHALL BE PVC SCHEDULE 80. LIGHTING SCHEDULE LUM.* NO. CIRCUIT NO. SERVICE NO. TYPE- WATTAGE- DISTRIBUTION MAST ARM TYPE MAST ARM LENGTH MTG. HT. (H1) STATION, OFFSET BASE STYLE 1 * + ++ NOT USE * + + + + 2* A ++ HPS - 250 - MCiil * 8 25 10 +76 19.5 LT DIRECT BURIED 3 * A ++ HPS - 250 -- MCIII * 8 25 12 +56 19.5 LT DIRECT BURIED 4 * A ++ HPS - 250 MCIII * 8 25 14+36 19.5 LT DIRECT BURIED 5 * A ++ HPS - 250 - MCIII * 8 25 1 16 +12 19.5 LT I DIRECT BURIED * LIGHT STANDARDS SHALL BE INTOLIGHT POLE ** SERVICE INSTALLED PER PSE/INTOLIGHT STANDARDS APPROVED FOR BY: Date: DnelVaXM APPROVAL EXPIRES: a Z 1— S ca J cr- co W Q F-- Z 2 6J_ Lij OA10 0 z Z E z 3$f gN0 = LL 6 b N m NI% 303 we ?m3 `L a 0 a z O CCD z 3 IL -01