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20080243 Signed Civils 02282013 (Yelm Day Care)0 U i i i A �r a 0 sg 3, I p e� 8� r� of n �n rw op a i &2 OWNER/APPLICANT PARCEL 21724131001, 21724131201 OWNER / APPLICANT: ALLEN & MARIJKE DEUTSCHER 1401 MARVIN RD NE STE 307 LACEY, WA 98516 ZONING: C -1 (VILLAGE RETAIL) CONSULTANTS CIVIL SHEA CARR JEWELL 2102 CARRIAGE DRIVE BLDG H OLYMPIA, WA 98502 PH: (360) 352 -1465 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 98597 PH: (360) 45B -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE: LEMAY 2910 HOGUM BAY RD. NE OLYMPIA, WA 98516 PH: (360) 923 -0111 ELECTRIC/NATURAL GAS PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 TELEPHONE: 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) 864 -4215 BUILDING SETBACKS: FRONT 15 FT SIDE 10 FT BACK 20 FT LANDSCAPE BUFFER: CORNER ENHANCEMENT 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 UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM O 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, T 17 N, R 1 E, WM YELM DAY CARE CONSTRUCTION PLANS YELM, WASHINGTON / ass 9 �o / R/ ��/ V '' �i 7r� J'000 /7q r .. 41 A,� � \ F a q cl iA PHASE 2 PHASE 1 � \ BERRY VALLEY ROAD 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 PLAN REVIEW SATISFIES ALL CRITERIA SET FORTH IN CHAPTER 17.2E YMC FOR THE C -1 ZONE CLASSIFICATION AND ALL CRITERIA SET FORTH IN YMC 17.65.030(8) FOR CHILD DAY CARE CENTERS. THEREFORE, SITE PLAN REVIEW FOR THE PROPOSED DAY CARE FACILITY SHOULD BE APPROVED SUBJECT TO THE CONDITIONS SET FORTH HEREINAFTER. 3. PURSUANT TO YMC 16.12.170 THE APPUCANT HAS SHOWN THAT THE REQUEST FOR BINDING SITE PLAN APPROVAL MAKES APPROPRIATE PROVISION FOR THE PUBUC HEALTH, SAFETY, AND GENERAL WELFARE FOR OPEN SPACES, DRAINAGE WAYS, STREETS, ROADS, ALLEYS, OTHER PUBUC WAYS, TRANSIT STOPS, POTABLE WATER SUPPUES, SANITARY WASTE, PARKS AND RECREATION, PLAYGROUNDS, SCHOOLS AND SCHOOL GROUNDS, 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 FACIUTIES AND SERVICES IMPACTED BY THE BINDING SITE PLAN ARE ADEQUATE AND HAVE THE CAPACITY TO SERVE THE PROJECT CONCURRENTLY. THE PROJECT IS WITHIN AN APPRQVEO 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 CLINIC, AND VETERINARY CUNIC AND THEREFORE SHOULD BE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE CONDITIONS OF THE MITIGATED DETERMINATION O NON - SIGNIFICANCE ARE HEREBY REFERENCED AND CONSIDERED CONDITIONS O THIS APPROVAL 2. A DETERMINATION THAT A POTABLE WATER SUPPLY ADEQUATE TO SERVE THE DEVELOPMENT SHALL BE MADE AT FINAL PLAT 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 PATH THE CITY O YELM'S DEVELOPMENT GUIDEUNES 4. BUILDINGS SHALL CONNECT TO THE CITYS WATER SYSTEM. THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246- 290 -490 WAC SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE FOR WATER USAGE WILL BE REQUIRED AS PART O THE CIVIL PLAN SUBMISSION. THE APPUCANT IS 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 ESTABUSHED AT THE TIME O BUILDING PERMIT ISSUANCE. PROVISIONS FOR GREASE INTERCEPTORS SHALL BE MADE 6. A FINAL STORMWATER PLAN MEETING EITHER THE 1992 DOE STORMWATER MANUAL OR THE 2005 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON SHALL BE SUBMITTED WITH CIVIL ENGINEERING PLANS AND SHALL INCLUDE AN OPERATION AND MAINTENANCE PLAN. THE STORMWATER SYSTEM SHALL BE HELD IN COMMON BY THE PROPERTY OWNERS OR CONDOMINIUM ASSOCIATION AND THE ARTICLES O INCORPORATION FOR THIS ASSOCIATION INCLUDE PROVISIONS FOR THE ASSESSMENT O FEES FOR THE MAINTENANCE AND REPAIR FOR THE STORMWATER FACILITIES. BEST MANAGEMENT PRACTICES ARE REQUIRED DURING CONSTRUCTION O THE SYSTEM. 7. A MINIMUM 15 FOOT WIDE ACCESS GATE SHALL BE INSTALLED ON BOTH THE NORTHWEST AND SOUTHEAST SIDE O THE PLAY AREA FENCE WITHIN THE UTIUTY EASEMENT TO ALLOW ACCESS TO UTIUTY UNES. B. A NON - PERMANENT BARRICADE MEETING THE REQUIREMENTS OF THE MANUAL O UNIFORM TRAFFIC CONTROL DEVICE SHALL BE PLACED AT THE SOUTHEAST END O THE UTIUTY 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 O EMPLOYEES ON A SINGLE SHIFT, PLUS A LOADING AND UNLOADING AREA WITH STORAGE FOR 3 CARS. THE MEDICAL CLINIC AND VETERINARY CLINIC 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 O 3 PARKING SPACES SHALL BE LABELED AS SHORT TERM PARKING FOR UNLOADING AND LOADING PURPOSES. THE CIVIL PLANS SHALL INCLUDE A PARKING PLAN THAT SPECIFIES 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. SCREENING SHALL BE O A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME O THE ASSOCIATED STRUCTURE, SHALL BE AT LEAST AS HIGH AS THE REFUSE 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 w PROJECT SW VICINITY MAP NOT TO SCALE SHEETINDEX SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 1 CV -01 COVER SHEET 2 SP -01 SITE PLAN 3 HC -01 HORIZONTAL CONTROL PLAN 4 EC -01 EROSION CONTROL PLAN 5 EC -02 TESC NOTES AND DETAILS 6 CG -01 GRADING PLAN 7 CG-02 I DRAINAGE PLAN 8 CG-03 GRADING AND DRAINAGE NOTES 6 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 SEWER TANK DETAILS 13 UT -04 SANITARY SEWER NOTES AND DETAILS 14 UT -05 SANITARY SEWER DETAILS 15 UT -06 WATER NOTES AND DETAILS 16 UT -07 WATER DETAILS 17 UT -08 FRONTAGE - UTIUTY PLAN AND PROFILE 18 UT -09 FRONTAGE UTIUTY PLAN AND PROFILE 19 PP -01 FRONTAGE ROADWAY / STORMWATER 20 PP -02 FRONTAGE - ROADWAY / STORMWATER 21 IL -01 IFRONTAGE - STREET LIGHTING PLAN 11. FIRE PROTECTION SHALL BE FRONDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE. AS ADOPTED BY THE CITY O YELM. A FIRE IMPACT FEE PURSUANT 70 SECTION 15.40.020 (B)(6) YMC IS ESTABLISHED AT A RATE O $0.32 PIER SQUARE FOOT O DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY O YELM (FEE SUBJECT TO CHANGE) 12. THE CIVIL PLANS SHALL INCLUDE A FINAL LANDSCAPING PLAN GENERALLY CONSISTENT WITH THE PREUMINARY PLAN WITH THE CHANGES NOTED IN THE LANDSCAPING SECTION OF THIS APPROVAL IRRIGATION FOR THE SITE SHALL BE CONSISTENT WITH WATER CONSERVATION REQUIREMENTS LISTED IN THE LANDSCAPE SECTION OF THIS APPROVAL. 13. THE CIVIL PLAN SUBMISSION SHALL INCLUDE SUFFICIENT DETAIL TO IDENTIFY HOW THE FOLLOWING ELE_LIENTS OF THE YELM DESIGN GUIDELINES WILL BE MET: a. PEDESTRIAN PATHWAYS THROUGH THE PARKING LOT AND FROM THE PUBUC'9DEWALKS TO THE SITE SHALL BE PROVIDED, AND BE O A MATERIAL SIGNIFICANTLY DIFFERENT THAN THE PARKING LOT PAVING IN BOTH TEXTURE AND COLOR. b. ADEQUATE UGH"RNG SHALL BE PROVIDED FOR SAFE PEDESTRIAN CIRCULATION FOR ALL WALKWAYS AND PATHS THROUGH PARKING LOTS c. CHAIN LINK FENCING IS PROHIBITED WHERE VISIBLE FROM TAHOMA BOULEVARD AND BERRY VALLEY ROAD SW. 14. BUILDING PLANS SHALL FIE CONSISTENT WITH THE PRELIMINARY ELEVATIONS TO MEET THE INTENT O THE DESIGN GUIDEUNES FOR BUILDING APPEARANCE. THE CORNER ENHANCEMENT AT TAHOMA BOULEVARD AND BERRY VALLEY ROAD SHALL BE SHOWN AS PART O THE BUILDING PLAN SUBMISSION PACKAGE FOR THE FIRST O PROPOSED FUTURE BUILDINGS. 15. STREET LIGHTING IS REQUIRED ON BERRY VALLEY ROAD AND SHALL BE SUBMITTED AS PART OF THE CIVIL PLANS AND ONCE APPROVED, THE APPLICANT SHALL COORDINATE THE INSTALLATION WITH INTOUGHT.. BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2' BRASS DISK, IN CASE, MARKED 'LS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. I I I 0 50 100 SCALE IN FEET VED FOR CONSTRUCTION Date: z zk i 3 I Services Engineer EXPIRES: IL N N M M N O N N sv ©a W W ,N 1,111 y� � U Q 2 Lu w w C/) Of w O U N O m z 0 z am Q 'v o ry u �mw �mw LLa s � a '^ u m N Nm3 0 >m3 2: 0 w w W U 0 z Q C/3 LLJ > ,11 /11gw -`Iz axm0 J GIBSON DRAM BY. L HURTADO APPRONED BY: J GIBSON BALE: NOV. 19, 2012 Na: 0290.05 DRAWNG FILE No: 290.05-CV -01 CV -01 1 a 21 0 0 Co M pow a S 0 0 0 LZ.I w w z C5 0 E5 U <J U � w w w w a o a a o 0 w 0 s s s s sv ©a W W ,N 1,111 y� � U Q 2 Lu w w C/) Of w O U N O m z 0 z am Q 'v o ry u �mw �mw LLa s � a '^ u m N Nm3 0 >m3 2: 0 w w W U 0 z Q C/3 LLJ > ,11 /11gw -`Iz axm0 J GIBSON DRAM BY. L HURTADO APPRONED BY: J GIBSON BALE: NOV. 19, 2012 Na: 0290.05 DRAWNG FILE No: 290.05-CV -01 CV -01 1 a 21 x, I 0 i °o U W 0 0 KU F I 0 y U 6 m� 90 m� I o� O � N U oa SEC 24, T 17 N, R 1 E, WM rr LEGEND: 1 r,• PROPOSED CURB PROPOSED BUILDING SIDEWALK '� 7r ry6 REFUSE PHASE LINE /..•• �:. O •:� 0 30 60 SCALE IN FEET 7 /f 3. 'J 13 � \ /, " / 6' HDE TYPE q LANDSCAPING AREA e' A 8' WDE TYPE 2 ' A 21 15 20, ' • /Q� \`\ \ '\ —LANDSCAPING AREA pe 7 i \ 6' WIDE TYPE 4 / \ 14 % LANDSCAPING AREA 8' VIDE TYPE 2 r 3 LANDSCAPING AREA // 16 6 @ 21 .....,,,, yy/` TYPE 4 11 LANDSCAPING ........... , 15 3 AREA(TYP) 19 15..� " 4 -- �/ i 7 16 4 18 i LANDSCAPING CORNER 5 !- 19 ENHANCEMENT 15 .� 3 I-111�� N I 19 I 8 I 26' - • TYPE 2 t- LANDSCAPING AREA 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. XX CONSTRUCTION NOTES: 1. REMOVE EXISTING DRIVEWAY AND REPLACE WITH NEW 26' CONCRETE DRIVEWAY. FOR MORE INFORMATION SEE SHT SP -02. 2. INSTALL NEW 26' CONCRETE DRIVEWAY. FOR MORE INFORMATION SEE SHT SP -02. 3. CONSTRUCT CEMENT CONCRETE BARRIER CURB. SEE SHT SP -02 FOR DETAILS. 4. CONSTRUCT INTEGRAL CEMENT CONCRETE CURB AND SIDEWALK. SEE SHT SP -02 FOR DETAILS. 5. CONSTRUCT 10'X14' REFUSE AREA. SEE SEPARATE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS. 6. CONSTRUCT CONCRETE PEDESTRIAN SIDEWALK. THIS CROSSWALK/WALKWAY SHALL BE CONSTRUCTED FLUSH WITH THE ADJACENT ASPHALT DRIVING SURFACE. SEE DETAILS ON SHT SP -02. 7. CONSTRUCT CONCRETE SIDEWALK. SEE SHT SP -02 FOR DETAILS. B. INSTALL LANDSCAPING AND IRRIGATION. SEE SEPARATE LANDSCAPE AND IRRIGATION PLANS PROVIDED BY GLANDER AND ASSOCIATES 9. CONSTRUCT STORMWATER INFILTRATION FACILITY. SEE SHT CG-03 FOR DETAILS AND SECTIONS. 10. CONSTRUCT BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS. SEE SHTS PP -01, PP -02, PP -03, PM -01, UT -08, AND IL -01 FOR DETAILS AND SECTIONS. 11. INSTALL 6' TALL ROD IRON FENCE. DETAILS AND SPECIFICATIONS SHALL BE PROVIDED BY OWNER AND APPROVED BY THE CITY. CHAIN LINK FENCING SHALL NOT BE ALLOWED. 12. INSTALL MIN 15' WADE GATE. DETAILS AND SPECIFICATIONS SHALL BE PROVIDED BY OWNER AND APPROVED BY THE CITY. OOF '70' \ \v \ • • \ 13. CONSTRUCT BUILDING(S) IN LOCATION SHOWN ON THESE PLANS. SEE SEPARATE ARCHITECT PLANS AND SPECIFICATIONS FOR 2 �, - `_ / \ ; • , CONSTRUCTION OF BUILDINGS 15 � 6' SECURITY FENCE + It CONSTRUCT ADA PARKING STALLS AND STRIPING. 4 \ SEE SHT SP -02 FOR DETAILS. PLAY AREA \ ; . \ \ 15. INSTALL PARKING LOT STRIPING AND DIRECTIONAL ARROWS. + ii ♦ + • • �, \• SEE SHT SP -02 PARKING LOT STRIPING DETAILS \ 16. INSTALL HARDSCAPE/LANDSCAPING FOR CORNER ENHANCEMENT. ♦ SEE SEPARATE PLANS PROVIDED BY GLANDER AND ASSOCIATES. (PHASE 2 1 .._ , . , :. • ' 12 17. INSTALL TYPE 3 BARRICADE ADE SEE DETAIL ON SHE SP -02. TYPE 5 LANDSCAPING AREA ' - •'• - _; •• i _'_' • • • CONTRACTOR TO COORDINATE WITH CITY FOR FINAL LOCATION. (FROM MWS TO TOP OF SLOPE) L. I• (;- \ •\ I& INSTALL ADA CURB RAMPS. SEE DETAILS ON SHE SP -02 FOR �.• \ SPECIFIC REQUIREMENTS OF RAMPS. 19. CURB SHALL BE PAINTED TRAFFIC RED WITH 4' WHITE 'NO DAY RE 13 ♦ 8 • ' ;�, PARKING - FIRE LANE' STENCILED 50' O.C. 9. 21 is • �'. ` 20.INSTALL 'NO PARKING' SIGN L,__�rT • F-. r -�_ _._ • • 21.INSTALL 'PARKING FOR LOADING AND UNLOADING PURPOSES \ ' � � \ ONLY SIGN F 20 i15 18 14 O2 "II' 15 t 3 INFILTRATION POND \ \ • ..� \ 17 BERRY VALLEY ROAD Fyn CONSTRUCTION Bi:: Date: L z i!!yyf S Uevel nt Services Engineer APPROVAL EXPIRES: 7 i ■ z Q U N M } www H i N N M M M Lu g \ r O] 0 0 N ■ z Q U N M } N H i O, M LU Lu g 0 0 0 w w w z 0 0 o N U GJ U J w w w w a a a a <1 I N M J 0 " Jm W 0 w0 LD w z u = W ir ao w ?i Ong N a " O m = 2 w z 0 ,, 3 a 0 Z otiw a ir 3M3 w w03 w QZ p a W w a I c� ■ z Q U F z } N H i LU Lu L HURTADO er. J GIBSON NOV. 19,2012 0290.05 lU N.. 290.05SP -01 4.. SP -01 2 a 21 4 0 °o U w 0 0 U 0 i H a U a 0 di Sr iw E 00 a& / / f / / /' S7S• 9• / b� RS / IR15 R1d Jo i• �Y e° L= 66.311, R= 551906 �. /�\ 2p• A--006.8840 I i 9 LANDSCAPING ER ENHANCEMENT 9 SEC 24,T17N,R1 E,WM \ N 0 �9' \� \ �?p•� R3• RS 26. ✓ \ / \ \ �l \ \ + a A C3 `$ PLAY AREA \ \ \ \ R5 \Ij \ 26' '' L �'f'n DAY CARE �• \ 24.447, R= "' X046.6895 9Jr• @� O R3 Y 9 ,1 ! i � I I9•I � i i h —y L= 34.771, R= 138.000 9 A= 014.4364 —i N m . I i 10 +00 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 CAWNG THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. I o.� 9. 9' t�j 9' I V idit��,�'� 12' i 9. 91 i I i� BERRY VALLEY ROAD W88:14'-30.72 N 663.383' 9,768 SF 0m BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2- BRASS DISK, IN CASE, MARKED LS 27192' 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 28' MEASURED FROM CENTERLINE OF RIGHT OF WAY TO EDGE OF RIGHT OF WAY LINE. 0� INFlLTRATION POND \ \ 0 30 60 \ '� ✓• \ ♦ ♦ SCALE IN FEET Lam.,_ _rn \ ♦ IQ iQ iQ N N M M O N I n I � J 0 0 J a m W z 0 N w z U Z W w x a o LHURTADO m 3 0 � IV allo z m w Z Z o am3 o w LL u ryry 1111/ LL o. x ma 0290.05 4 w w BX mrvx U � z 3m3 " H3 a � 0 o d 91 EEi No: 3 oa w Z W a 2 m s O O O U U U U (A O Y H U U U J R 2 d d S W W W N I n I � J " J a m W z 0 N w z U Z W w x a o LHURTADO m 3 0 � IV allo z m w Z Z o am3 \ LL u ryry 1111/ LL o. x ma 0290.05 4 w MAMNG MU Na BX mrvx U � z 3m3 " H3 It 7 7 fIL- , / w >„ 3 Q0 91 EEi No: 3 oa w Z W a 2 m s Z Q d J O H Z O U J H Z O IV rY O LU Q O U � z Q � D � LU } 1�7 21 — �- — — \ LHURTADO \ APPNO \ J GIBSON DA E: NOV. 19, 2012 \ o. 0290.05 Fg CONSTRUCTION MAMNG MU Na BX Date: 2 712661 290.05 -HC-01 ORA.. N. Develop t Services Engiw r H3 APPROVAL EXPIRES: 7 7 fIL- , / 91 EEi No: 3 1�7 21 a U O O 0 6 U 2 E J O O F U Zp� U I m a i °a V a B� 3, I w ce f N n� h� a SEC 24,T17N,R1 E,WM I Cr_Cntn. _N N 11 M M O \ N N INLET PROTECTION —O —[]— SILT FENCE N M � 0 W NOTES: o 0 1. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED z z z /- 1 a�' `�g. ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE %' f`� ' '' IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR o 0 0 n i " k "� , WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE �• ��3'`!JC I i REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND w THE DEPARTMENT OF ECOLOGY, a a a a os au k W, 0 30 60 ° 2. CONTRACTOR TO EXCAVATE THE POND LEAVING V OF SOIL WHILE SCALE IN FEET CONSTRUCTION IS GOING ON. ONCE THE MAJOR CONSTRUCTION IS w OVER EXCAVATE THE REMAINING DEPTH OF POND, LIMITING p COMPACTION AND ADDITIONAL SOIL RUNOFF RECOMMENDED CONSTRUCTION SEQUENCE J 9 , Q 0 4 J O 2 (INFORMATIONAL ONLY) W W o 0 Q W L HURTADO 1. SCHEDULE PRECOISTRUCTION CONFERENCE WITH THE CITY, AP WD BY: 0 s CONTRACTOR, PROJECT ENGINEER AND CONSTRUCTION STAKING W ¢ a o SURVEYOR. Q 0 U) � 0290.05 DRAWNG AU No: � dNu 2. INSTALL ROCK CONSTRUCTION ENTRANCE. USE 4" TO 8" DIAMETER O z EC -01 QUARRY SPALLS WITH 12" MINIMUM DEPTH. >- N Z m 3 LL 0..w 3. INSTALL FILTER FABRIC FENCING IN THE LOCATIONS SHOWN ON THE , fV a i LL PLANS. / LL Z 0 Q / 4. PROVIDE INLET PROTECTION AROUND EXISTING CATCH BASINS ' ` v 3 5. CLEAR SITE (GRUBBING AND ROUGH GRADING). W 3 , m 6. MAINTAIN EQUIPMENT AND WATER SUPPLY FOR DUST CONTROL. Z p a Z 7. DESIGNATE AN AREA FOR WASHING CONCRETE TRUCKS TO CONTROL W W a THE RUNOFF AND ELIMINATE ENTRY IN THE STORM DRAINAGE T � SYSTEM. u rJn� 8. INSTALL UNDERGROUND UTILITIES. "• 9. PROVIDE INLET PROTECTION AROUND ALL NEW CATCH BASINS. 10. MAINTAIN ALL EROSION CONTROL FACIUTIES UNTIL THE ENTIRE SITE IS STABILIZED AND SILT RUNOFF CEASES .h D FAR CONSTRUCTION Date: `2 2 17- 3 t Services Engineer EXPIRES: 2 Ail /z Z Z 9 , Q 0 4 J O 2 V~ A SrONAL W 0 0 Q O L HURTADO AP WD BY: U Z ~ Z � x O Q 0 U) � 0290.05 DRAWNG AU No: 290.05.EC -01 O EC -01 C13 >- } '1 L• Z 9 , y 0 4 q 921110 FGrsrEwE O 2 V~ A SrONAL e�' 0 J GIBSON L HURTADO AP WD BY: J GIBSON DAIS NOV. 19,2012 o• 0290.05 DRAWNG AU No: 290.05.EC -01 DRANING N. EC -01 0 U a i 0 z 0 V W a i r 0 � o mo E5 00 00 N U a3 EROSION CONTROL NOTES: SILT FENCE: 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, PATH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WARE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, 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 BEING 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-TO 3 -INCH GRAVEL 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WARE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS PLACE FILTER FABRIC OVER WARE 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 PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY OL USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBSAJNEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES• 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2 ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES .1 LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL. 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION ENTRANCES 1. MATERIAL SHALL BE 4' TO 8' QUARRY SPILLS AND MAY BE TOP- DRESSED WITH 1' TO 3' ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE - FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE 111E MUD FROM THE VEHICLE WHEELS THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE SEC 24, T 17 N, R 1 El WM GENERAL EROSION CONTROL NOTES: I. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YOAA AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL 2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO 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 AGENCY 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 PROJECT /CONSTRUCTION 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 EROSIONWSENMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REWIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REWIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND /OR PRQIECT ENGINEER. FAILURE TO COMPLY NTH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING THE WHET 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 10, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 8. THE CITY OF YELM AND THE ENGINEER WALL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION/SILTATION PROBLEMS 9. CLEARING AND GRADING LIMITS SHALL BE 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 CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT: A. NO MORE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DEWA'TERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES It TRACKING OF SOIL, MUD, OR DEBRIS OFF -SITE WILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED ONTO A PUBLIC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF 'SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO 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 FERTILIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL $HALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRtSENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SITE. DISTURBO SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAYS, GRATE 0 FRAMEa, a OVERFLOW BYPASS r•-'., W 0Z SEDIMENT AND DEBRIS w w 0 z W O, M m FILTERED WATER CROSS SECTION w z NOT TO SCALE GRATE � N RETRIEVAL SYSTEM a OVERFLOW BYPASS GEOTEXTILE OU FILTER, PER w MANUFACTURER'S SPEgFlCATRONS Lu ISOMETRIC VIEW N NOT TO SCALE REFERENCE: w STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA WASHINGTOMWI U STORM DRAIN INLET PROTECTION w/ CB FILTERS CM7 > a IN FILTER FABRIC SHALL BE SPLICED AT USE STAPLES, WIRE RINGS OR EQUIVALENT TO FABRIC TO POSTS FABRIC MATERIAL, 60' WADE ROLLS, USE S OR WIRE RINGS TO ATTACH FABRIC TO WIRE 4 Go WARE FABRIC OR EQUIVALENT, IF ,RD STRENGTH FABRIC USED BURY BOTTOM OF FILTER MATERIAL IN 4'X4' MIN TRENCH POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 4'x4' MIN TRENCH, PROVIDE 3/4' TO 1 -1/2' WASHED ROCK OR NATIVE BACIKFILL 2'X2' WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT REFERENCE. STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTONI21101 o, SILT FENCE / INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT S�NGAsp GEOTEXTILE 4' -8' QUARRY SPALLS NOTES 1. DRIVEWAY SHALL MEET THE REQUIREMENTS OF THE PERMITTING AGENCY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD REFERENCE: STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON I MI DATE ON0 o7 STABILIZED CONSTRUCTION ENTRANCE omo EFOR CONSTRUCTION 1�! Date: Z ') t Services Engineer EXPIRES: 2 t ' z Q �Q IQ 1Q N N M M N N O O smcmci J 0 0 J W 0Z w w 0 z W O, M m °o Z w z allo a � N a ° o w Q Lu z N 0 o w U z mrys 3m3 " > a < s w 0 o a od w H W w 6 I z z z o w w w z O O p V CJ U U N Q U U U J w w w w o o v 0 s s s s smcmci J " J W 0Z w w 0 z W i ° 3 m °o Z w z allo a � N a z 2 Q ��3 O m Q Lu z N a o vw U z mrys 3m3 " > rc ^03 w > m 3 Qz z od w H W w 6 I U Cn J Q CD O Z a � N a Q Lu O Z } > U C/) W H Q 9N10 MsMe VAL J GIBSON L HURTADO APPRO Y: J GIBSON DAME NOV. 19, 2012 N. 0290.05 290.05 -EC -02 EC -02 0 x 0 F V_ N O V a R T `o 5� I E n ag �12 r� ag 4� SEC 24, T 17 N, R 1 E,WM / LEGEND: — — — — — — — GRADE BREAK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR �— XX — PROPOSED MAJOR CONTOUR Y XX — PROPOSED MINOR CONTOUR r' 339.00 SPOT ELEVATION \ \ 0 30 60 IN SCALE IN FEET . , '} BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM `m \ (T.C. 1252AZ) FOUND 2' BRASS DISK, IN CASE, MARKED LS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD ELEVATION =336 60'R NGVDVALLEY 29. ROAD. 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. BERRY VALLEY ROAD - - - \ \ \ SLE)3 FOR CONSTRUCTION G1( % Date: "t t Services Engineer EXPIRES: O \ N N �c visarrac� J 0 0 J Uz m m W Z O N W U, Z p Z W SZ m 2 322 s w �n ° gNu �6 s w J N/ 1111/ LL 0 o w 0 Z oow I�( U z 3m3 0 o a W 'm3 Q w o a 12 I W W Q z I u a O U U N 4 U U U w w w w 0 0 0 0 w w w w S 5 5 5 visarrac� J Of 0 " J Uz m m W Z O N W U, Z p Z W q m 2 322 C7 w > 0 2 gNu �6 z a J N/ 1111/ LL a sLL< u 0 Z oow I�( U z 3m3 Er w6 1 W 'm3 Q z o a W W Q z I u Z Of O a Uz < x Z p co q � C7 w > AL J GIBSON LHURTADO APPAM BY J GIBSON DALE: NOV. 19.2012 0 0290.05 DNAWNG RU No: 290.05LG-01 CG -01 B or 21 V Z O ZV O F KU F O U O a m a v a 0 90 m in o� a� o� H U op a / u' STORM DRAINAGE NOTES: 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ' ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON / CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. 2. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE ` TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE / ,y EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. �s 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO CENTER OF STRUCTURE. >�' 5. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO SEC 24, T 17 N, R 1 EtWM ® STORMWATER CONSTRUCTION NOTE: 1. CONSTRUCT STORMWATER INFILTRATION POND. SEE SHEET CG -D3 FOR DETAILS AND DIMENSIONS. 2. INSTALL TYPE 1 CATCH BASIN. $EE WSDOT STANDARD PLAN B- 5.20 -01 FOR DETAILS AND THIS SHT FOR LOCATIONS AND INVERTS 3. INSTALL TYPE 2 -48' CATCH BASIN. SEE WSDOT LEGEND: SD - PROPOSED STORM DRAINAGE ® TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN O AQUA SWIRL, SEE SHEET CG -03 FOR DETAIL \ STANDARD PLAN B- 10.20 -00 FOR DETAILS AND ORD ROOF DRAIN \ \ THIS SHT FOR LOCATIONS AND INVERTS. ` . '\ I I 1 4. INSTALL AQUA -SWIRL CATCH BASIN // ° ` 0 30 60 CONCENTRATOR MODEL AS -2. SEE SHT CG-03 ♦� ' -\ FOR DETAILS. SCALE IN FEET CENTER OF STRUCTURE. ' ' ' ' �•� 5. INSTALL 5'X10'X2' QUARRY SPALL PAD AT THE 6. PLAN LOCATIONS OF OTHER POND OUTLET. OTHER UTILITIES ARE DIAGRAMMATIC ONLY. � _. ,? -/ ` CONTRACTOR TO VERIFY FOR THESE SYSTEMS VERIFY AND f,?r %° `\ 6. CONTACTOR TO CONNECT ROOF DRAIN COORDINATE LOCATIONS WITH NEW FACILITY INSTALLATIONS IF NOT ® DOWNSPOUTS TO 6' PVC TIGHTLINIE ROOF DRAIN CATCHBASIN INFORMATION: WHERE SHOWN ON EXISTING PLANS. ` ♦ . SYSTEM. CONTRACTOR TO ALSO VERIFY CONNECTION LOCATIONS WITH ARCHITECT PLANS. 1. STA. 12 +79.75, 290.39' L. TYPE 1 a a v 7. CONTRACTOR TO INSTALL ROOF DRAIN RIM = 333.90 CLEANOUTS AT ALL DOWNSPOUT LOCATIONS. IE = 332.40 (121 ♦ 2. STA. 12 +07.82, 195.64' L, TYPE 1 R ..• G ,r_ \ \ BASIS OF BEARINGS RIM 333.810(121 ' "♦,, THURSTON COUNTY COORDINATE SYSTEM 3. STA. 12 +07.74, 134.54' L, TYPE 1 l �l� �:,,. '♦ RIM = 336.50 ` VERTICAL DATUM IE = 331.50 (121 FF =�.� - ♦ 4. STA. 12 +07.80, 68.12' L, TYPE 1 *y / - ♦ (T.C. 1252AZ) FOUND 2- BRASS DISK, IN CASE, MARKED RIM = 335.30 *LS 27192" AT THE BOULEVARD AND BERRY VALLEY ROAD TAHOMA IE = 331.17 (12') ELEVATION = 336.60', NGVD -29. �� / -♦ 5. STA. 12 +54.79, 68.36' L, TYPE 2 -48" / �.� RIM = 337.14 ' - ♦ IE = 330.94 (121 6. STA. 1 20.36, 68.47' L, TYPE 1 . , '� • Q _ - _ p� �..♦ RIM 336.00 ' 1 IE = 330.61 (12') i f 10 r` - A 7. STA 14 +18.00, 68.44' L, TYPE 1 - 3 .00 r RI r IE= = 330.12 12 ") _L U A. - CC 8. 8.40 L. QUA SWIRL AS -2 , 7, , V RIM 14336.7 , 6 i i - ,. > , : '�i ,K ' �. -♦ - IE = 330.06 12 ") F - - -- ♦ N 9. STA 11 +51.18, 182.46 4 71PE 1 I e N RIM = 335.32 ®os� - ♦ IE = 332.09 (121 N 10. STA. 1D+53.93, 208.99' L, TYPE 1 FF= 337.00' _ _..._ - IE =332.3 OF 12' PVC Q 0.5% r?�� " \ RIM 33580 9 (12 ") •„'� y (,1 SD � 11_ sin Haan an 13A -;W i Ivor 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 (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 69' OF 12' PVC ® 3.OX SD SD = SD - �? -- 13+00 -14+00 185' OF 12' PVC D 0.5% �' -TYPE 1 C13 - -�� - 15+00 RIM: 336.43 • ` TYPE 1 CB - 16 +00 IE: 333.43 17 +00 - RIM: 338.85 BERRY VALLEY ROAD TYPE I CB IE: 335.85 TYPE 1 CB RIM: 337.58 RIM: 336.00 IE: 334.58 IE: 332.51 1 FM CONSTRUCTION Date: 2 tAL3 AL EXPIRES: 2 lQ 1� lQ N N M M N w 0 U U w a w N 5 0 N 0 a 0 W 0 U U w a 0 5 0 M E E3 w o w o d Tn w i � a o ¢ U y U w w a o_ o °w N fn 5 S w w 0 © ©= J " Q Of 0 Jm Q W 0 0 Lu Q N w U, DAIS: 0 Z W° aoe o0290.06 x ao W w w W - -, 0 O Q ORAMNC NCG � 2 a � w Z ° m w CL wa /y CL = °z ha DO I � mryx U Z 3m3 " ww W > m 3 m Q z oa w W Z w a I m s e� Q Of O J Q DRAM BY. L HURTADO C~7 Lu Q J GIBSON _ DAIS: p NOV. 19, 2012 z aoe o0290.06 w W ORAMNC NCG -02 e� rO AL J GIBS ON DRAM BY. L HURTADO J GIBSON DAIS: NOV. 19, 2012 aoe o0290.06 ORAWNG FILE Na 290.OSCG -02 ORAMNC NCG -02 e� GENERAL GRADING NOTES: BASIS OF BEARINGS 1. THE BOUNDARIES OF THE CLEARING /GRUBBING LIMITS SHOWN ON THURSTON COUNTY COORDINATE SYSTEM THE EROSION/SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH VERTICAL DATUM OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO ANY CLEARING OR GRADING. DURING THE CONSTRUCTION PERIOD NO DISTURBANCE BEYOND THE GRADING /CLEARING LIMITS SHALL BE (EC. 1252AZ) FOUND Y BRASS DISK, IN CASE, MARKED PERMITTED. THE GRADING /CLEARING LIMITS SHALL BE MAINTAINED IS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. BY THE ODNTRACTOR/TESC SUPERVISOR FOR THE DURATION OF ELEVATION = 336.60', NGVD -29. CONSTRUCTION. coo 2 THE TESC FACILITIES SHOWN ON THE EROSION /SEDIMENTATION W CONTROL PLAN (SEE SITS EC -01 THROUGH EC -02) MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING a N O AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO Section A -A ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES. ��: ' ° Aqua -Swirl Concentrator �: N1106 3. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES L,9tlix THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET /ryy 1,111 LL SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE a IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. z SEEDING, MULCHING, PLASTIC COVERING, NETTING, EROSION BLANKETS ETC.). Dow 4. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED PRIOR TO ANY OTHER CLEARING OR GRADING ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR THE � z DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REWIRED TO ENSURE THAT ALL PAVED AREAS ARE wo3 KEPT CLEAN FOR THE DURATION OF THE PROJECT. w 5. DURING THE WET SEASON (NOVEMBER 1 THROUGH MARCH 31 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 i- oa HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA W INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, a JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS STALL TAKE PLACE AS WEATHER PERMITS. STANDARD NOTE: System shall be d';igne0 for the folbwiig mattes: Swirl TlEahnent Rove; 1.1 cis Swirl Seaimert slnrage: 10 R3 Swia Oil /Debris Storage: 37 gal. Please see accompanied Aqua -Swirl specification notes. See Site Plan for actual system orientation 123/4 3 Octagr 0 i z i F U rn O U 1 0 U 0 N E Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. Plan View Bollards shall be placed around access risers) in non- traffic areas to prevent Inadvertent Ina, Wmaintenance vehicles. Manhole Frame and- - Cover by Manufactutr. (See Detail) FS'Irldet/Oul 60" T �� y(NtlW M,ml 1� I _ Rim elevations to match finished OD grade. HOPE risers can be field cut by Contractor. SEC 24,T17N,R1E,WM 3' x 3' x 8' COMMERCIAL CONCRETE PAD REBAR, O.C. OUTSIDE PAVED AREA SEAL WITH ASPHALT SEALANT 0.17' 1 0.17' CSTC n CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 34 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL 0 o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. ECCENTRIC REDUCER IF TIGHTLINE IS LARGER THAN 4' MIN TIGHTUNE I SIZE VARIES I TRENCH BOTTOM J BEDDING AS REQUIRED 28' 46' ±337.00 I I EXISTING GROUND 100_ W.S. .. N.. _ — — YEAR W.S ELEV = 333.97 — — — — — — — — — — — — - POND BOTTOM SHALL BE SODDED OR HYDROSEEDED 12'0 SO ® 0.50% OUTLET IE= 330.00 SECTION A -A NITS 27' I 100' 1 35' 22' ±337.00 BOTTOM ELEV= 330.00 _ ±337.00 _.. _. rEXISTING GROUND — — — — - POND BOTTOM SHALL BE SODDED , J� C7 100 YEAR W.S. ELEV= 335.97 OR HYDROSEEDED BOTTOM ELEV= 330.00 ~-- RECESSED HANDLE TYPE COVER VALVE BOX 'CLEANOUi CAST IN LID SECTION COMPRESS. /14 RFBAR, O.C. 1 f FINISHED GRADE SEAL WITH SILICONE OR APPROVED EQUAL SEALER 4' MIN -45' ELBOW 4' MIN -45' ELBOW _ \ F I CLEANOUT DETAIL NTS w ie a 0 z W SECTION B -B EXPIRES: 28 2013 N N M 1 '2 N M O> M ° o w w a a S o ° o U U U N U U U W W W W A W W W W N M V J J mannore rrame a (Aver Detail 0 AquaShieldip- U Z � �m o2 For Non-Traffic c Areas Only coo W 3�0 a N O Section A -A W 1 e.. :r" T %Ime(Bftq)3M9pK FaR (923)8262112 ��: ' ° Aqua -Swirl Concentrator �: N1106 Model AS -2 CF D Standard Detail L,9tlix U.B. Pa9R W. fi529 ant oM Pant Pentli /ryy 1,111 LL n CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 34 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL 0 o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. ECCENTRIC REDUCER IF TIGHTLINE IS LARGER THAN 4' MIN TIGHTUNE I SIZE VARIES I TRENCH BOTTOM J BEDDING AS REQUIRED 28' 46' ±337.00 I I EXISTING GROUND 100_ W.S. .. N.. _ — — YEAR W.S ELEV = 333.97 — — — — — — — — — — — — - POND BOTTOM SHALL BE SODDED OR HYDROSEEDED 12'0 SO ® 0.50% OUTLET IE= 330.00 SECTION A -A NITS 27' I 100' 1 35' 22' ±337.00 BOTTOM ELEV= 330.00 _ ±337.00 _.. _. rEXISTING GROUND — — — — - POND BOTTOM SHALL BE SODDED , J� C7 100 YEAR W.S. ELEV= 335.97 OR HYDROSEEDED BOTTOM ELEV= 330.00 ~-- RECESSED HANDLE TYPE COVER VALVE BOX 'CLEANOUi CAST IN LID SECTION COMPRESS. /14 RFBAR, O.C. 1 f FINISHED GRADE SEAL WITH SILICONE OR APPROVED EQUAL SEALER 4' MIN -45' ELBOW 4' MIN -45' ELBOW _ \ F I CLEANOUT DETAIL NTS w ie a 0 z W SECTION B -B EXPIRES: 28 2013 N N M 1 '2 N M O> M ° o w w a a S o ° o U U U N U U U W W W W A W W W W N M V J J W 0 mZ w U Z W i W 3�0 a N O = o 2�'w / Z Z �e 3 �mw w /ryy 1,111 LL it a z Dow agN2 U � z N 3m3 rc wo3 w i- oa Qz w W Z a I s U) J Q LU W M 06 C/) W H O Z W 0 Q Z_ D Z a 0 z_ u u I W Q O U z 2 � a W w R 4.10 'STEE VA1 J GIBSON M : L HURTADO APPRO D BY: J GIBSON DALE: NOV. 19, 2012 0290.05 ORAe1NG FlD Na: 290.05 -CG-03 CG -03 x, d i T s 0 a 0 d� w E v n K' 6. a �, oE2 0 5 1/," R 1/2'R I� e 'D d O m � d 4 a Q A CEMENT CONCRETE BARRIER CURB E 1 /2 "R 1 "R� � /2 "R b a e ° d f —I CEMENT CONCRETE BARRI =R CURB AND GUTTER 1irR � L ° 0 o P CEMENT CONCRETE ROLLED CURB AND GUTTER NOTES: 1. EXPANSION JOINT MATERIAL TO B- 3,/8" THICK PREMOLDED JONT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION SECURED BEFORE PCURING CONCRETE. 3. EXPANSION JOINTS TO BE PLACED ON 15 CENTERS CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE CU1�Rs APPROVED PUBLIC WORK'S DIRECTOR DES. DWN. S -C S -c PLANTER STRIP (AS REQ.) CURB & CUTTER EXPANSION JOINT SCORE MARK SIDEWALK 'LANTER STRIP 5' MIN (AS RED.) DWG. NO. DATE 4-13 CKD. DATE S -I. 3/15/94 EDGE AROUND EACH PANEL -BROOM FINISH EXPANSION JOINT NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE i1/8- WIPE BY 11/4' DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB BERENS. = XPANSION JOINTS SHALL BE PLACE) IN SIDEWALK AT SAME LOCATIONS AS THOS`_ IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND CUTTER, UNLESS OTHERWISE DIRE -TED BY ENGINEER. CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK 3Eii DWG. ma DATE 4 1 CKD. DATE S -C 10/3/94 V/1M.L ocrvnr I vv vw 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. WHEEL STOP HANDICAP SIGN /—RE DETAIL 1 C� SEE SHEET HC -01 FOR STRIPING 4' TRAFTTC WHITE DIMENSIONS STRIPINI AT 2b" O.C. MR) 0 4' TRAFFIC WHITE STRIPING (TYP.) ACCESSIBLE PARKING STRIPING NI 4" TRAFFIC WHITE STRIPING (TYP.) SEE SHEET HC -01 FOR STRIPING DIMENSIONS 9., NOTES: 90' STRIPING DETAIL 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE It UNLESS OTHERMSE INDICATED. STRIPING AND SYMBOL SEC 24, T 17 N, R 1 El WM AND GUTTER GENERAL NOTES: 1. NO "ON STRE -T" PARKING PERMITTED, 2. REFER TO RE -EVANT SECTIONS OF THE DEVE_(DPMENT GUIDELINES FOR .ADDITIONAL INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ECT. DEPT. CF PUBLIC WORK COMME�CIAE COLLECTOR APPROVED DWG, NO, L 4 DES. DWN. CKD. DATE 9/21/2000 MBE SYI ACCESSIBLE PARKING SYMBOL LOCATE AT EDGE OF PARKING SPACE BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (TC. 1252AZ) FOUND 2" BRASS DISK, IN CASE, MARKED "LS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. 15� s35:oii FL -- -- - - _- . 11 +0&D6 376'L 35.27±TC 334.821 fL 334.61 334.77± FL 11 +41.67, 420' L _ -v p o v - _op 5 5' w wz v PLANTER STRIP (AS REQ.) CURB & CUTTER EXPANSION JOINT SCORE MARK SIDEWALK 'LANTER STRIP 5' MIN (AS RED.) DWG. NO. DATE 4-13 CKD. DATE S -I. 3/15/94 EDGE AROUND EACH PANEL -BROOM FINISH EXPANSION JOINT NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE i1/8- WIPE BY 11/4' DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB BERENS. = XPANSION JOINTS SHALL BE PLACE) IN SIDEWALK AT SAME LOCATIONS AS THOS`_ IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND CUTTER, UNLESS OTHERWISE DIRE -TED BY ENGINEER. CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK 3Eii DWG. ma DATE 4 1 CKD. DATE S -C 10/3/94 V/1M.L ocrvnr I vv vw 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. WHEEL STOP HANDICAP SIGN /—RE DETAIL 1 C� SEE SHEET HC -01 FOR STRIPING 4' TRAFTTC WHITE DIMENSIONS STRIPINI AT 2b" O.C. MR) 0 4' TRAFFIC WHITE STRIPING (TYP.) ACCESSIBLE PARKING STRIPING NI 4" TRAFFIC WHITE STRIPING (TYP.) SEE SHEET HC -01 FOR STRIPING DIMENSIONS 9., NOTES: 90' STRIPING DETAIL 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE It UNLESS OTHERMSE INDICATED. STRIPING AND SYMBOL SEC 24, T 17 N, R 1 El WM AND GUTTER GENERAL NOTES: 1. NO "ON STRE -T" PARKING PERMITTED, 2. REFER TO RE -EVANT SECTIONS OF THE DEVE_(DPMENT GUIDELINES FOR .ADDITIONAL INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ECT. DEPT. CF PUBLIC WORK COMME�CIAE COLLECTOR APPROVED DWG, NO, L 4 DES. DWN. CKD. DATE 9/21/2000 MBE SYI ACCESSIBLE PARKING SYMBOL LOCATE AT EDGE OF PARKING SPACE BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (TC. 1252AZ) FOUND 2" BRASS DISK, IN CASE, MARKED "LS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. /ice //' /,D` n % 6• T PREPARED SUBGRADE 6" " T — 4' AGGREGATE BASE COURSE 2" CLEARANCE (TYP) — 2' ASPHALT CONCRETE PAVEMENT SIODARD DUTY ASPHALT 2.5, � 4., BAR TWO BARS 8' MIN 10" MAX 3:1 SAND do CEM GROUT 1' DEPTH TWO #6 BARS WHEEL STOP NTS NON- SHRINK GROUT EXTRUDED CURB DETAIL 6" THICK 5' WADE CONCRETE PEDESTRIAN SIDEWALK TO BE INSTALLED FLUSH WITH ASPHALT SURFACE. 4000PSI CONCRETE. PARKING LOT PAVING SECTION REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION V J d Q a O d ¢ 338.92 R 12 +07.36, 15' L BERRY VALLEY ROAD BERRY VALLEY ROAD DRIVEWAY 0 10 SCALE IN FEET 11 +54.37 437' L TAHOMA BLVD. s35:oii FL -- -- - - _- . 11 +0&D6 376'L 35.27±TC 334.821 fL 334.61 334.77± FL 11 +41.67, 420' L _ -v p o v - _op W zo 0 w wz v , N o � p SO 05 1 W N p M 0.5' O N I7 p S, N p ' A S O W p \ p r 335.25 335.27 335.02 335.12 335.21 ova 335.57 � 26' U I, Noy Q Q � W^ � D O p a Q W W Z a I u °` w w w z O O O U V U U y ogs's U CJ U a a a a f s s s s -- sue•_ �.�w. ��- .��.S'- /ice //' /,D` n % 6• T PREPARED SUBGRADE 6" " T — 4' AGGREGATE BASE COURSE 2" CLEARANCE (TYP) — 2' ASPHALT CONCRETE PAVEMENT SIODARD DUTY ASPHALT 2.5, � 4., BAR TWO BARS 8' MIN 10" MAX 3:1 SAND do CEM GROUT 1' DEPTH TWO #6 BARS WHEEL STOP NTS NON- SHRINK GROUT EXTRUDED CURB DETAIL 6" THICK 5' WADE CONCRETE PEDESTRIAN SIDEWALK TO BE INSTALLED FLUSH WITH ASPHALT SURFACE. 4000PSI CONCRETE. PARKING LOT PAVING SECTION REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION V J d Q a O d ¢ 338.92 R 12 +07.36, 15' L BERRY VALLEY ROAD BERRY VALLEY ROAD DRIVEWAY 0 10 SCALE IN FEET 11 +54.37 437' L TAHOMA BLVD. s35:oii FL -- -- - - _- . 11 +0&D6 376'L 35.27±TC 334.821 fL 334.61 334.77± FL 11 +41.67, 420' L _ -v p o v - _op W zo 0 w wz v , N o � p SO 05 1 W N p M 0.5' O N I7 p S, N p ' z z S O W p \ p r 335.25 335.27 335.02 335.12 335.21 ova 335.57 � 26' U I, TAHOMA BLVD. DRIVEWAY N M 0 0 Jm ro W zo 0 w wz N M W N 4z M M O N I7 O N p ' z z S O W o„,3 \ O> r � N N M ;.arras: J 0 0 Jm ro W zo 0 w wz T M W 4z W 3�g N I7 12 � �m� ' z z Jew O W o„,3 (�yy 1111/ LL O � W z a ova h � mNx U I, Noy Q Q � W^ � D O p a Q W W Z a I u °` w w w z O O O U V U U y U CJ U a a a a s s s s ;.arras: J 0 " Jm ro W zo 0 w wz U z W s W 3�g N I7 go N z �m� ' z z Jew o„,3 (�yy 1111/ LL a 0 sLLc u z a ova mNx U I, Noy � W^ Z p a Q W W Z a I u °` i --I 20 F- LU Z a a UJI I- Cn F I 1 0 10 20 SCALE IN FEET s YED CONSTRUCTION Date: h•-y ervices Enbnueer EXPIRES: 2 i w Of Q Q U z Q a o � UJI w >_ } L I�Hl:lq�7,: LHURTADO BY: J GIBSON NOV. 19,2012 0290.05 FILE Nn 290.05-SP -02 vo: SP -02 9 a 21 LEGEND: ----- w.. ---- K'- EX WATER MAIN W PROPOSED WATER MAIN THRUST BLOCKING •..b/ v .'`'r N WATER VALVE \ �' HYDRANT 4 `'p r, a BACKFLOW PREVENTOR fa WATER METER 7 '71� . R FIRE DEPARTMENT CONNECTON POST INDICATOR VALVE � s 0 -- s-- - - -s -- EX SLE.P. MAIN :,. /•'�s '% / 41, 3 PROPOSED ST.E.P. MAIN ,_l`,, N SEWER VALVE �c SEC 24, T 17 N, R 1 E, WM \ '. k 4" A \ � 2 r� \ 0 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 DETAILS. 3. INSTALL STEP SEWER TANK SYSTEM. SEE SHEET UT -02 FOR DETAILS QQ WATER CONSTRUCTION NOTES: 1. STA. 11 +13.31, 352.16' L REMOVE EK CAP AND INSTALL 1 -8 "4" REDUCER (RAJ) 2 INSTALL 55 LF 6" WM 3. STA: 11+55.76,320.65 L INSTALL: 1 -FIRE HYDRANT ASSEMBLY 4. STA. 11 +19.83, 344.34' L INSTALL' 1-1.5" DOMESTIC WATER METER 1 -1.5" RPBA ASSEMBLY 1 -8" GATE VALVE (MJxFL) 12 LF OF 1.5" WATER SERVICE LINE AND COORDINATE WTH ARCHITECTURAL PLANS FOR BLDG CONNECTION POINT. 5. STA. 10+72.93,14.28' L INSTALL 1 -8" TEE (MJXFL) 6. INSTALL 106 LF 8" WM 7. STA 10+73.03, 88.821 INSTALL: 1.5' DOMESTIC WATER TAP 1 -8" GATE VALVE (FLXMJ) 16 .INSTALL 1 -FIRE DEPARTMENT CONNECTION 17. STA: 12 +49.24,11.35' L INSTALL 1.5" DOMESTIC WATER TAP 18. STA: 12 +49.21, 33.00' L INSTALL 1 -1.5" DOMESTIC WATER METER 1 -1.5" RPBA ASSEMBLY 19. INSTALL 83 OF OF 1.5" WATER SERVICE LINE AND COORDINATE WITH ARCHITECTURAL PLANS FOR BLDG CONNECTION POINT. 20. STA: 11 +56.51, 393.25' L CONNECT BEGINNING OF REPLACEMENT WATERMAIN. INSTALL TEMP 8' WATER VALVE FOR PRESSURE TESTING AND CLORNATION OF NEW MAIN. TYPE OF CONNECTION OF MAIN TO BE COORDINATED WITH CITY BEFORE DIGGING.. 21. INSTALL 208 LF 8" PVC REPLACEMENT WATER MAIN 22. STA: 13+4.46, 289.59' L CDNNECT END OF REPLACEMENT WATERMAIN. INSTALL 8" WATER VALVE FOR PRESSURE TESTING AND /� v 3 \ P \ 8. STA 10+73.06, 117.05' L BE COORDINATED OF NEW MAIN. TYPE OF MAIN CONECTION TO I I/ Oco CLEANOUT ' BE COORDINATED WITH CITY BEFORE DIGGING. �' INSTALL 9 BEND MJ%FL NOTE: ALL WATER NOTES AND DETAILS ARE 0 o S.T.E.P TANK ( ) SHOWN! ON SHEETS UT-06 AND UT-07, R �, i >� `>.° \�\ d�� 9. STA: 10+80.93, 117.05' L 4 INSTALL FIRE HYDRANT ASSEMBLY 2 gg \\� 10. STA: 10+59.50, 88.411 INSTALL: 1 -1.5" DOMESTIC WATER METER 1 -1.5" RPBA ASSEMBLY ,, • a , / / 2 -,� -. 0 30 60 85 LF OF 1.5" WATER SERVICE UNE AND COORDINATE ' SCALE IN FEET WITH ARCHITECTURAL PLANS FOR BLDG CONNECTION PONT. / s 4, 4- ' - V �� V 11. STA: 12 +43.24, 11.35' L '��" �� ` '✓ A INSTALL: 1- 874" TEE (MJXFL) 1-4" GATE VALVE (FLXMIJ) 95 ; ,/' / � imw pi�. 4r 12. INSTALL 20 LF 4" FIRE SPRINKLER MAIN. SIZE TO BE VERIFIED WTH SPRINKLER DESIGNER. ,. �� V 13. STA: 12 +43.01, 33.08' L V �V INSTALL FIRE DEPARTMENT POSLLNDICATOR VALVE 4' \ AND ASSOCIATE WRING. SEE SPRINKLER DESIGN FOR CONNECTION INFORMATION. \ 14 INSTALL' 85 LF 4 FIRE SPRINKLER MAIN 15. INSTAW 85 LF .DI FIRE MAN FOR FDC CONNECTION NOTE: ALL WATERMAINS TO BE PVC PER CITY OF YELM'S Q STANDARD NOTES. h�. THRUST BLOCKING IS REQUIRED AT ALL WATER MAIN �. " BENDS AND CONNECTIONS. t° Lu FOOD PREPARATION IS NOT ANTICIPATED INSIDE THE i y . _ .._ D.I. BUILDING W HAVE FIRE BUILDING. THEREFORE A GREASE TRAP SHALL NOT BE W 4 I FDC kr \ REQUIRED. D 4 D.I. SPRINKLER BSPRNKLER SPRINKLERS. WILL BE � 8 g 'W� - - 1.1/2" DOMESTIC LOCATED INSIDE BLDG. \ \ U i p (I UJI ,-I IW2 A,, \ `N k 7: Date: �1 i . Develvpmen ervices Evgi.w APPROV EXPIRES: W Q O U � z Q D � LLI W i > 4W10 J GIBSON L HURTADO -1 J GIBSON NOV. 19,2012 0290.05 lU N. 290.05 -UT -01 m: UT -01 N M 0 0 N M M ° o w w Of r r N 15. INSTAW 85 LF .DI FIRE MAN FOR FDC CONNECTION NOTE: ALL WATERMAINS TO BE PVC PER CITY OF YELM'S Q STANDARD NOTES. h�. THRUST BLOCKING IS REQUIRED AT ALL WATER MAIN �. " BENDS AND CONNECTIONS. t° Lu FOOD PREPARATION IS NOT ANTICIPATED INSIDE THE i y . _ .._ D.I. BUILDING W HAVE FIRE BUILDING. THEREFORE A GREASE TRAP SHALL NOT BE W 4 I FDC kr \ REQUIRED. D 4 D.I. SPRINKLER BSPRNKLER SPRINKLERS. WILL BE � 8 g 'W� - - 1.1/2" DOMESTIC LOCATED INSIDE BLDG. \ \ U i p (I UJI ,-I IW2 A,, \ `N k 7: Date: �1 i . Develvpmen ervices Evgi.w APPROV EXPIRES: W Q O U � z Q D � LLI W i > 4W10 J GIBSON L HURTADO -1 J GIBSON NOV. 19,2012 0290.05 lU N. 290.05 -UT -01 m: UT -01 N M 0 0 ° o w w 0 0 0 U U U w w w w a a a a 0 0 o a p J a " J m W z O " i W U Z W = ¢o m Q ' li �O Z a m w Z o Z m 3 a. u R 1111/ �/■y ii a i a N Qz Q m N U N z z 3m3 rc wo3 / w = (Mel > Q z p a z Q W W I a� 15. INSTAW 85 LF .DI FIRE MAN FOR FDC CONNECTION NOTE: ALL WATERMAINS TO BE PVC PER CITY OF YELM'S Q STANDARD NOTES. h�. THRUST BLOCKING IS REQUIRED AT ALL WATER MAIN �. " BENDS AND CONNECTIONS. t° Lu FOOD PREPARATION IS NOT ANTICIPATED INSIDE THE i y . _ .._ D.I. BUILDING W HAVE FIRE BUILDING. THEREFORE A GREASE TRAP SHALL NOT BE W 4 I FDC kr \ REQUIRED. D 4 D.I. SPRINKLER BSPRNKLER SPRINKLERS. WILL BE � 8 g 'W� - - 1.1/2" DOMESTIC LOCATED INSIDE BLDG. \ \ U i p (I UJI ,-I IW2 A,, \ `N k 7: Date: �1 i . Develvpmen ervices Evgi.w APPROV EXPIRES: W Q O U � z Q D � LLI W i > 4W10 J GIBSON L HURTADO -1 J GIBSON NOV. 19,2012 0290.05 lU N. 290.05 -UT -01 m: UT -01 x r S 0 0 U 0 a s a 0 v� 90 W E v s r? n° 00 —r ry U -o oa ai &;k 8 \ \ \� A',. STEP SEWER SYSTEM #1 (PHASE 1) DAYCARE O STA 12 +72.49, 9' L CONNECT NEW 2' 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 2' SERVICE LINE AND CARSON SERVICE BOX. SEE STANDARD DETAIL 7 -1 ON SHT. UT -D4 O3 STA 13 +05.17, 91' L INSTALL STEP SEWER TANK SYSTEM WITH DUPLEX PUMP SYSTEM. SEE DETAILS ON SHT. UT -03. 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 SHT. UT -05. O INSTALL 4' SANITARY SIDE SEWER REFER TO DETAIL 7 -7 ON SHT. UT -05. O6 STA: 13+16.01, 115' L INSTALL 4- SIDE SEWER CONNECTION W/ CLEANOUT 2' FROM BLDG. VERIFY LOCATION ON ARCH. PLANS REFER TO DETAIL 7 -7 ON SHT. UT -05.. OSTA:13 +12.31, 114' L INSTALL CONDUIT TO PUMPS AND MOUNT STEP CONTROL PANEL ON FACE OF BLDG. SEE DETAIL 7 -5 ON SHT. UT -04. OSTA: 12 +92.86, 112' L INSTALL HOSE BIB WITHIN 50' OF STEP TANK FOR TANK MAINTENANCE COORDINATE WITH BLDG PLUMBING PLAN. CALL BEFORE YOU DIG THE CONTRACTOR S14ALL 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. SEC 24, T 17 N, R 1 E,WM h� \ 5v •h• 2 i 3 \\ 4 O 5 ;T •\ t" f 6 \ 1111' STEP SEWER SYSTEM #2 (PHASE 2) (D REMOVE EXISITNG 2' SS CAP AND INSTALL NEW 2' SERVICE. SEE DETAIL 7 -1 ON SHT. UT -04. OSTA: 11 +23.21, 360' L INSTALL: Y SERVICE LINE AND CARSON SERVICE BOX. SEE STANDARD DETAIL 7 -1 ON SHT. UT -04 OSTA 11 +37.64, 351' L INSTALL STEP SEWER TANK SYSTEM WITH DUPLEX PUMP SYSTEM. SEE DETAILS ON SHT. UT -03. O STA 11 +42.28, 348' L INSTALL: 4' STANITARY SIDE SEWER. SEE DETAIL ON UT -03 FOR TANK INVERT AND DETAIL 7 -7 ON SHT. UT -05. OINSTALL 4' SANITARY SIDE SEWER REFER TO DETAIL 7 -7 ON SHT. UT -05. ©STA: 11 +30.31, 325' L INSTALL: 4- SIDE SEWER CONNECTION W/ CLEANOUT 2' FROM BLDG. VERIFY LOCATION ON ARCH. PLANS REFER TO DETAIL 7 -7 ON SHT. UT -05.. OSTA 11 +50.79, 311' L INSTALL CONDUIT TO PUMPS AND MOUNT STEP CONTROL PANEL ON FACE OF BLDG. SEE DETAIL 7 -5 ON SHT. UT -04. gOSTA 11 +51.29, 305 'l- INSTALL, HOSE BIB VATHIN 50' OF STEP TANK FOR TANK MAINTENANCE. COORDINATE WTH BLDG PLUMBING PLAN. 8 " • w - W---- �k •3,`.. W. ----------- 1 1 I m STEP SEWER SYSTEM #3 (PHASE 2) O STA: 10+06.23, 9' L CONNECT NEW 2' SERVICE. SEE DETAIL 7 -1 ON SHT. UT -04. O STA: 10+06.23, 24' L INSTALL 2' SERVICE LINE AND CARSON SERVICE BOX. SEE STANDARD DETAIL 7 -1 ON SHT. UT -04 O3 STA: 9 +31.59, 73' L INSTALL: STEP SEWER TANK SYSTEM WITH DUPLEX PUMP SYSTEM. SEE DETAILS ON SHT. UT -03. ® STA 9 +21.72, 75' L INSTALL, 4' STANITARY SIDE SEWER. SEE DETAIL ON UT -03 FOR TANK INVERT AND DETAIL 7 -7 ON SHL UT -05. O INSTALL 4' SANITARY SIDE SEWER REFER TO DETAIL 7 -7 ON SHT. UT -05. ©STA 9 +09.26, 89' L INSTALL $ SIDE SEWER CONNECTION W/ CLEANOUT 2' FROM BLDG. VERIFY LOCATION ON ARCH. PLANS. REFER TO DETAIL 7 -7 ON SHT. UT -05.. O7 STA: 9 +59.32, 82' L INSTALL CONDUIT TO PUMPS AND MOUNT STEP CONTROL PANEL ON FACE OF BLDG. SEE DETAIL 7 -5 ON SHT. UT -D4. OSTA,. 9 +71.74, 88' L INSTALL HOSE BIB WITHIN 50' OF STEP TANK FOR TANK MAINTENANCE. COORDINATE WITH BLDG PLUMBING PLAN. 0 20 40 SCALE IN FEET I CcCNLn. uS Oco O O EX S.T.E.P. MAIN PROPOSED S.T.E.P. MAIN SEWER VALVE CLEANOUT S.T.F.P TANK D CONSTRUCTION 21,2 Date: e: 2 2k xfI 3 emcee Eny neer EXPIRES: �20 l i / n M M O \ O O N I M m� J O " Jm Q W U Z O Lu m n �V Q 5 U Z W W x Q- Lu W ° o w > / U z C W Qz w J W o= 1111/ //yy LL a x a " I a v 0 I Q oa„ua, U 0 z mryx 3m3 " w 0 w ° 3 w w z 'U w 0 0 o Q I N U CJ U W W W W 2 d d d S 5 S 5 m� J O " Jm Q W U Z O Lu N W �V Q 5 U Z W W x Q- Lu W w H Q 2 UO > / U z C W Qz >�3 O !? w J W o= 1111/ //yy LL a x a " I i I Q oa„ua, U 0 z mryx 3m3 " 0 w ° 3 'U w W W Q I K s m� - z o! O 4� REGisr EwE� ti� i,�A SZONAL t� 4, J GIBSON L HURTADO APPRO Y: J GIBSON DAIS NOV. 19.2012 N.: 0290.05 DRAWNG FlL Nu. 290.05-UT -02 UT -02 11 w 21 LIJ O Q � U z Lu 3 Q c/) Lu Cn Q- Lu W w H � > - z o! O 4� REGisr EwE� ti� i,�A SZONAL t� 4, J GIBSON L HURTADO APPRO Y: J GIBSON DAIS NOV. 19.2012 N.: 0290.05 DRAWNG FlL Nu. 290.05-UT -02 UT -02 11 w 21 7 MFAGT- Y,G,W- 27V -YELM STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK ZU SEE CITY OF YELM STANDARD 3800 &AL, tb a PI-C X 1-43_o TO VERIFY WTH FINAL LOAD BEARING MANHOLE RING AND (P iac 01 D6 L) G'Y G.. -rY 0V YCLM) W 3 1 J 4J' I 035 &ALS F- Ml VCLUrviL 29" 1-4w I 2-+Ir 3 9 3 -44W (I q (14- C kLS) 5''(1 -78. C XLS v.L> (I ?f'�5' S" SIG- -H L.EV ptAmP ou MWidp r Z ,�,� Pump (D ,l MI t--i a, ip L,. , 1�lTAF Lv W �t'vt t< AL/reM mwmF- IWWWAWYAWMT" Om.ttr. CC I eK w.: f IDw5/23/07 I oai..aJMN^rt P 0 0 T5 F U X U 0 a x U a N �1 o N 3, i w E n 7 n° ao non N U op a i f SEC 24, T 17 N, R 1 E,WM r� I a v m 3000 GALLON STEP /PUMP TANK (TYPICAL) STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK ZU SEE CITY OF YELM STANDARD RIMx336.90 CONTRACTOR RIM = 336.90 CONTRACTOR DETAIL 7 -19 FOR RISER AND H -20 TO VERIFY WITH FINAL TO VERIFY WTH FINAL LOAD BEARING MANHOLE RING AND GRADING GRADING COVER. TYP OF ALL RISERS Z 0 LOCATED IN HARD SURFACES. O\i SEE CITY OF YELM STANDARD W 3Q' DETAIL 7 -9 FOR DUPLEX PUMPING Z RISER SYSTEM REQUIREMENTS SEE w STANDARD DETAIL 7 -14 FOR 4' PVC ® 2.05 MIN FLOAT SETTINGS Tn LHURTADO ALLONS APPROVED 18' BELOW NCY STORAGE E LIQUID LEVE SEE CITY OF YELM STANDARD NG VOLUME FLOAT ON DETAILS AND TANK MANUFACTURE ALLONS SPECIFICATIONS FOR INSTALLATION FLOAT OFF IE= 332.00 OF BIOTUBE AND PUMP SYSTEM. 0 N AGE �3 1/2' TAPER II--- 151' ——�{ N Q DAY CARE STEP SYSTEM NTS 29 .05 -UT -03 Q STEP TANK VOLUMES 0 PUMP OFF LEVEL- 0' TO 50' VOLUME: 1786 GALLONS WORKING VOLUME - 50' TO 55' 179 GALLONS EMERGENCY VOLUME - 55' TO 84' 1036 GALLONS z TOTAL PUMP TANK VOLUME: 3000 GALLONS NOTE: ALL FLOAT ELEVATIONS PROVIDED BY CITY OF YELM 3000 GALLON STEP /PUMP TANK (TYPICAL) STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK SEE CITY OF YELM STANDARD RIM = " "' CONTRACTOR RIM=***" CONTRACTOR DETAIL 7 -19 FOR RISER AND H -20 TO VERIFY WITH FINAL TO VERIFY WITH FINAL LOAD BEARING MANHOLE RING AND GRADING GRADING COVER. TYP OF ALL RISERS LOCATED IN HARD SURFACES. SEE CITY OF YELM STANDARD tN 30' DETAIL 7 -9 FOR DUPLEX PUMPING RISER SYSTEM REQUIREMENTS SEE STANDARD DETAIL 7 -14 FOR 4' PVC ® 2. FLOAT SETTINGS TBD GALLONS EMERGENCY STORAGE SEE CITY OF YELM STANDARD WORKING DETAILS AND TANK MANUFACTURE VOLUME SPECIFICATIONS FOR INST ALLATION FLOAT ON OF BIOTUBE AND PUMP SYSTEM. FLOAT OFF ALLONS AVAIL TION STORAGE APER 151' MEDICAL AND VET CLINIC STEP SYSTEM (TYP) NTS ALL ELEVATIONS MUST BE VERIFIED BEFORE INSTALLING STEP SYSTEMS. THE FINAL STEP TANK DESIGN FOR THE MEDICAL AND VET CLINIIC WILL BE COMPLETED AT THE TIME OF BUILDING PERMIT ISSUANCE. AT THIS TIME THE PROJECTED WASTE FLOWS ARE NOT KNOWN AND HAVE NOT BE ESTIMATED. Date: Services Engincer EXPIRES: ? 2 J ' N N M 1 M O N p N J ©c J 00 O " ZU m J m W M Z 0 IY O\i W U Z W w Qo U:) m 3�o LHURTADO ° APPROVED Quo o w z0�3 NOV. 19, 2012 0 o w 0290.05 MANNG N Q I 29 .05 -UT -03 Q 0 0 0 m x U z 3m3 rc w�3 w WWa Z w O O O ' ^ N N O u , C5 C5 u Q U U U � a a a a 0 o w o N fn N N W W W W J ©c J LLI EL' O " ZU m J m W Q Z 0 IY m W W U Z W w Qo U:) m 3�o LHURTADO APPROVED Quo DA>E z0�3 NOV. 19, 2012 Z a m ma 0290.05 MANNG N Q I 29 .05 -UT -03 Q a NnUT m x U z 3m3 rc w�3 w WWa Z w ' ^ N O u , C/i J W 0 LLI EL' o ZU L7 P z Q F- Q U) IY O W D W W w U:) >- r CL W H Cn 9 y' P W O V S HEGIpTEQEO ` IT 1ONAL D J GIBSON LHURTADO APPROVED J GIBSON DA>E NOV. 19, 2012 Na: 0290.05 MANNG RU Na 29 .05 -UT -03 DRANNG NnUT -03 9 d 0 i v U w 0 U I a U a v m� �o m� E In n o ao, n U RR E 63 ai CITY OF YELM GENERAL JAM I AKY JtVVtK NU I tJ: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REWIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. & ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE 'D" OR APPROVED EQUAL THE TAPE AND WRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED 'POWER'. TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE - REFERENCED SPECIFICATION FOR TESTING WATER MAINS (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YEM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS IT SHALL BE THE ODNTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REWIRE A SEPARATE 'ON -OFF' SWITCH CONTROLUNG POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL 15031-0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REWIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, Dff1LTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT E11HER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. PCP MOUNTED ON CAWANIZED UN- STRUT. PRESSURE TREATED LUMBER NO LONGER ACID PTABLE 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. CITY OF YELM SEWER ADDENDUM NOTES: 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BE FIBERGLASS TANKS MFG. BY EITHER CONTAINMENT SOLUTIONS INC. OR XERXES INC. 2. ALL FIBERGLASS STEP TANKS SHALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS WITH 'DEAD MEN" SIZING AND MATERIALS FOR DEAD MEN AND STRAPPING SHALL BE PER THE MFG. RECOMMENDATIONS 3. BUILDINGS SERVED BY STEP SEWER, UTILIZING ON SITE TRACK -UP" GENERATORS FOR POWER OUTAGES MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WILL ALSO BE SUPPLIED POWER BY THE AUXILIARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WITH A TRANSFER SWITCH MOTEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG BY BRYANT FOR USE WITH THE CITIES PORTABLE AUXUARY GENERATOR. 5. ALL STEP TANKS LESS THAN 3000 GALLON SHALL HAVE ONE 4" HOLE IN THE DIVIDER BAFFLE CENTERED AT 20' ABOVE THE FLOOR OF THE TANK. STEP TANKS SIZED AT WOO GALLON SHALL HAVE ONE HOLE IN THE DIVIDER BAFFLE CENTERED AT 29" ABOVE THE FLOOR OF THE TANK. 6. ALL 'TRAFFIC BEARING SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE/VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE 'MINI SAAR" SIZED ACCORDING TO THE MFG. RECOMMEND4kTION PER PIPE SIZE 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE 2" PIPING FOR THE SERVICE LINE. 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60" AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY Dim, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORIT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FURNISH AND (INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. 3. 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 MAINS. 5. PIPE LENGTHS CALLED OUT FROM QENTER OF STRUCTURE TO CENTER OF STRUCTURE. °N� CDNDU T c 012 AWO COPPER Ns V k 3/4: LB 250 FEET LEI ET "OL ii LIN FROM OM Gl(USHED UNDER HOUSE CONDUIT = FlN6H (AIDE 9W.L E TO STEP TANK L - TY - I COMPACT TO P51 J-F0011NG /$TEN '0 STEP - - WALL LANK MTN EXISTING 'LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WALL BE CONSIDERED ON A CASE E" CASE BASIS. CONTRACTOR TO - GARAGE WALL SHIM, ET, TO ACCOUNT FOR T1 P ;CONTROL DIFFERENT TYPE$ 4 OF SIDING AS SHOWN CONDUITS) REWIRED TO SECT CONDUIT TO WALL EXISTING GROUND rv� 1 TO STEP TANK W319 TF TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PPR DWG. NO. 7 -5 PUBLIC WORKS DIRECTOR DATE JY I JEG I TP SEC 24,T17N,R1E,WM r SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14198 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ - SEWER' iUSE IN NON- TRAFFIC AREAS) :-14 GA. OF HEAVY INSULATED DIQCGT 13a Z`! �', COPPER. TONING WIRE SPLICE TO EXISTING I` ALL TONING MRE SPLICES SHALL 14 GAUGE TOEING FINISH BE CONNECTED BY USING O.B.Y W'.RE � Gi ADE1 KITS MANUFACTURED BY 3M ?O STEP TANK _I '-IJ�_ I-_. 7 I ,zTM1.1 u 'A Jn I STEP /I ,7 CONNECT TO / EXiSTNO PVC 1 J "OR ,'SCHEDULE J ,.cR VICE LINE -} <O aVC SOUP r / /1 ," OQ �.. I *HAII( ll4We -` l PVC SWING CHEC JVALVE SL x SL H "oKd" IG13S GAEL. vA -1X' SEKSL _ / o4 J,rcBI PALL VALVE, SL x EL J z' gk CZ PVC NIPPLE, SL x SL - 1-6. 2" x MAIN UA. PVC REDUCING TIFF S S v. U OR PIPE SADDLE - INSTALLATION NOTE, ALL SERVICE LINE CARSON BOXES SMALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STR`.P ON BOTH SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATEU ? APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO ORAtMNG- 3 /JO T KL rOc Fi sL,u tLTTAn/> 1 6ht2c L cn u < � Fkl nPPR vCD Tt1� N ITI c TYPICAL 1 "a,jo a' SERVICE CCNNECTIONIS 4 PROVED ` UW^ N0. PUC WORKS DIRECTOR DATE � DES. OWN, GKD. I ATE .)Y I JEG H TP 1 4/2007 TABLE FOR FEEDER WIRE RUN WINE SIZE MAXIMUM DISTANCE 012 AWO COPPER 190 FEET 010 AWG COPPER 250 FEET 08 AWG COPPER 3550 FEET (SEE SPECIFICATIONS FOR ADDITIONAL IWOBMATION). FROM POWER SOURCE NOTE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 1BPT. LETTERING `PADLOCK WITH COMMON KEY FURNISHED BY THE ❑TY OF YELM -ALARM -JGHT AND SILENCE BUTTON 1-C. 8 -012 TO STEP TANK - SIMPLEX 1'2 °C 13 -012 TO STEP TANK - DUPLEX 1'2 "C, 17 -012 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL APPROVED_ COMMENTG/ DWG. NO. V � COYPACTgI REOMAIS OTHER REWIRFMFNIS Gl(USHED PUBLIC C WORKS DIRECTOR 4DA-E7-6 FlN6H (AIDE 9W.L E D . COMPACT TO P51 SMOOTH 6 CQ�BSTMT TH18 P EFF - JY JEG MTN EXISTING ¢ 412007 RESTORATION SLIRIACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE r 0" FINISH GRADE TYP. i 7_w7 /I ' / /77m / BACKIT L $EE RESTORATION TABLC SLOPE AS SE P w > EE AS POSSIBLE m w \ J \ J SEWER LINE a PE BEDDING FOR ° FLEXIBLE PIPE PPE D.D. PIPE / O.D. W CSEC - CRUSHED WRfAICE BASE COURSE CSPC = CR'USIED WRFAFE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. NO. "' 7- 3 PUBLIC WORKS DIRECTOR DATE S. CKD. DATE JY JEG TP 4/2007 RESTCRA ETON TABLE 1 `- SUB NERSIB E EFFLUENT SURFACE THICKNESS DACW:LL/ COMMENTG/ IYPC so. v;M1:N CABIN AND COYPACTgI REOMAIS OTHER REWIRFMFNIS Gl(USHED 4 CRUSHED SUHFA� SELECT BACNDLL FlN6H (AIDE 9W.L E SURFACE TOP COURSE COMPACT TO P51 SMOOTH 6 CQ�BSTMT TH18 P EFF - 9007 MTN EXISTING ¢ 3' MIN. GRADE B AC. / FRESH ROADWAY 10 AG. PAVEMENT RATING OVER 4 CRUSNLU SELECT BACKFILL CONFORM TO ALL EK1511N OVER 4FAM1 BASE SURFACE LIX' CCYAf.,E COMPACT TO f15Z GRAMS qM P1RB$ D =LL¢ n4 I SLOPES SHALL MATCH CONLETE SURFACE MATCH tXDING 50.£GT BAD(FILL YAlA1 ETO$DNG F.NISH (IXt \fWAY /SIDEWALK} CONCRETE THICKNESS COMPACT TO 051 TEXTURE AND GRACE. NTDFC3ED/ PVNRNGS xxnVE BACNFlLL FINISH 4AADE SHALL PE LAWVMNDGGAPF IO\FR 4" MIN. fTTf A SMOOTH 6 GWSSTMT UU a TOP SML COMPACT TO B5R WTX EDSTIRC CRAPE W w HARM: BACNFlLL MOUND BACKRL UNIMPROVED SUFAT N/q COMPACT TO B5X IN AYpYE E1151NG U w IAADE � SMOOTH USE 1" UNION TO CONNECT TESTING AP.ARATUS FON PPESSURE TESTING EEP.VDE = BERGLASS JD WITH STAINLESS STEEL 18 MIN RSER HEIG4T TYI'ICA_ MTH AND NEOPRENE CA ET ALL NON TRAFFIC BEAPING TANKS �\ / rI MA PVC HOSE AND LEA\£ SJFFICENT \� �\ / VALNS ASSEMBLY HIRE TO AI_ 0'A' FOR \\ \ AS SHOWN. DILL VALVE R.MP RFMWAI \ GALL BE WITH 12' BELOW ELECTRICAL SPLICE BON WITH CORD GRIPS \ i I ALL CONNECNMS SaIALL BE MADE MTH HEAT SHRINK BUR r'L'NNECTORS 21' OR 24' PVC I IS DM. FIBBED PVC RISER W/DD SLOPE GROUND' AWAY FROM RISER \ \ / /RISER ETH NEOPRENE 14 GAUGE UT 10- FROM TO- OF R SE R T9 C 1 I GROMMETS INSUUTEJ OF ELECTRICAL CONUUI' TONING MRE INSTALL N J /4' EY CONDUIT SEAL` TONING WRE - INSTALL RISER q 5 BILE CTRIFAL CONDUIT 10 IN RISER POWER SOURCE STA`gARO - - INLET TEE Z -PMT EPDXY, USE SEEMED RISER TMN g L I , '„I k\pw TANKS HE FOR CONCRETE ALMW TANKS i LEVEL J.r ON S. 3.5' REDUNDANT 1' PVC FLOAT OFF ASSEMBLY AS SET EN By CITY OF YELM 3,000 GAL TANKS SHALL 4 "ems 1 -1/4• DIAL INLET DMF CE HOLES MOUND I HAVE A 25" DOWN PIPE z PERIMETER OF VAULT 3 4' DIP, PVC FLOW NOUCI R HAHUBE DEPT. OF PUBLIC WORKS TYPICAL SIMPLEX STEP TANK INSTALLA ZION APPROVED DWI. Na �..� -- PUBLIC WORKS DIR_ECTOP DATE / -� DES. DWN', ONE. PATE JY JEG TP 4/2007 OR CONSTRUCTION BY: Dat :2/zk1�'$ llgi0eer AP PES: 2 2 I� I� I N O O m N I M `- SUB NERSIB E EFFLUENT 0 CRFNCA TURBINE 1C GPM RAO 0911 DO PUMP MTH THE MATERIAL FOR DILPLEX. TRPLEX, AND CLASS 1 DIMSON I so. v;M1:N CABIN AND INSTA_ 4TIONS WILL VARY. THE CONTRACTOR WALL MEET THE 1/E BY -PASS OFFICE INTENT OF THT INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TY CAL STEP iNSTALILANJN. Ol M ANKS. m ALL E H - "I' TH18 P EFF - 9007 THIS POLICY IS NO LONGER IN AFFECT ¢ DEPT. OF PUBLIC WORKS TYPICAL SIMPLEX STEP TANK INSTALLA ZION APPROVED DWI. Na �..� -- PUBLIC WORKS DIR_ECTOP DATE / -� DES. DWN', ONE. PATE JY JEG TP 4/2007 OR CONSTRUCTION BY: Dat :2/zk1�'$ llgi0eer AP PES: 2 2 I� I� I N O O m N I M .,.��: J 0 0 J W W z 0 N IM U z W Ol M m °o Z ¢ allo a / �O3 ' z z ° o IzJ 1 1'1 LL D =LL¢ n4 I ° ° w mrvx IU z 3m3 R ^02 o � O Z UU a M, Z MI W w a I z U w w w z 0 0 0 V U U y U U U w w W w s s s s .,.��: J 0 " J W W z 0 N IM U z W U Z D, 3 m °o Z ¢ allo a / �O3 ' z z `D 1 1'1 LL D =LL¢ n4 I 0 b m mrvx IU z 3m3 R ^02 W >m3 Z UU a Q Z MI W w a I z U C/) J F- L.LL m 0 Z W Q R- U Z ¢ Tn LLI W W } > U IY Z U) 9 O A aFGfSTTRDO 9S /ONAL E� J GIBSON R� L HURTADO VIED BYE J GIBSON NOV. 19, 2012 Ho: 0290.05 ING FILE Na 290.05-UT -04 ING N. UT -04 r N. 13 DF 21 0 0 i w v 00 I 0 a C6 a U 0 m� 9g m� I n° 00 N U oa THIS POLICY IS NO LONGER IN AFFECT ALL ST E - ANKS. THIS P EF 007. FINISHED GRADE WATER TGHT UC 21 "0 MIN.PVC RISER I I WITH WATER TIGHT z PUMP VAULT RISER LID I 14 GAUGE TONING 14 GAUGE TONING I - I WIRE TO SERVICE WIRE TO SS CO- ! ,,, - I/ BOX N o V -2 6' MIN NOTES: 1. DELETE BAFFLE FOR A. 3000 GALLON TANK UTILIZED AS A TRIPLEX PLMP VAULT. 2. THE OWNER WLL REVIEW TOLERANOES IN EXCESS OF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLCATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS 04 LARGER SHALL HAVE THREE RISERS AND LIDS. I IOP.FlCE I I I I � I TLC )TIE 1) L - - -- 2 PART USE DRCND TAVK TO RISER ADAPTER FOR CONCRETE TANKS PUMP ASSEMBLY, SEE DWG. NO. 7 -9 ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. DEPT OF PUBLIC WORKS 150& 3000 4500 STEP TANK /PUMP 1500 GAL 3000 GAL 4500 GAL D -1 2 60 72 ]2' 12-2 (21 H 62. 55' 55' D -3 7 50 67 67' V -1 400 GAL GOD GAL JEG V -2 1100 GAL 240C GAL NOTES: 1. DELETE BAFFLE FOR A. 3000 GALLON TANK UTILIZED AS A TRIPLEX PLMP VAULT. 2. THE OWNER WLL REVIEW TOLERANOES IN EXCESS OF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLCATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS 04 LARGER SHALL HAVE THREE RISERS AND LIDS. I IOP.FlCE I I I I � I TLC )TIE 1) L - - -- 2 PART USE DRCND TAVK TO RISER ADAPTER FOR CONCRETE TANKS PUMP ASSEMBLY, SEE DWG. NO. 7 -9 ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. DEPT OF PUBLIC WORKS 150& 3000 4500 STEP TANK /PUMP GALLON TANK APPROVED I—�= DWG. NO 7—'l PUBLIC WORKS DIRECTOR DATE DES. DWN- CKD. DATE JY JEG TP 4/2007 FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' WIN (TYP.) - 1'31/4" ALL LIDS Z' MIN FINISH GRADE I �' SLOpE TO NA77VE E ( ) NATIVE 14 GAUGE COPPER GRAD- TONING WINE, 2 - -0" PVC CO S ORE, OR SYSTEMS, TAIL INTO RISER l ING, ON EQUAL FINISHED 30 "0 RIS ALARM HIGH LEVEL LAG ON /OFF (4.5' DRAWDVWN ON TIC OFF) 6" LEAD ON /OFT G" (4.5' DRAWDOWN ON TO OFF) G' LOW LEVEL ALARM REDUNDANT OFF 000 6' MIN. BEDDING VALVE BOX, RICH NO. 910 OR EOUAL W/ COVER MARKING TO READ 'SEWER 4'ONCRETE SLAB 2' x 2 -� CENTERED CN VALVE M/ "4'5 EACH WAY TOP G' PVC PIPE A57M 1) -3034 (WHITE) ---"" PVC SEWER MAIN AO NOT COVER E30LTS W/ CONCRETE 25" SEC 24, T 17 N, R 1 E, WM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPR• OVS►� DWG. N0. PUBLIC WORKS DIRECTOR DATE 7 -14 DES. D. A JY JEC TP 4/2007 VALVE NUT EXTORTIONS REQUIRED TO BRING NUT TO WITHIN IZ' OF THE SURFACE. 1/2' CUR. el fYP. TONING WARE. BRING TO SURFACE IN VALVE BOX DRILL 1/2' HOLE OR SLOT FOR WIRE GATE VALVE, MJ x NJ 2 - #4 BARS PVC NTH THREADED PLUG— Jill I 1111 , 6- PVC PIPE ASTM D - EDGE OF 2- HOUSE 2' -0' TAR ABOVE GROUND— 2 "0 -90' BEND SCH 40 PVC PIPE FROM - VALVE W /SOLVENT WELD JOINTS. PIPE TO BE SAME SIZE SEWER MAIN RICH NO. 910 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ 'SEWER' (TYP.) 1 #4 0 7. O.C. EACH WAY TOP FOR W1/2' E HOLE OR SLUT GATE VALVE SHALL BE SAME �S12E AS MAIN (MJ MJ) /- TDNING WIRE /CONNECT TO MAINLINE USE EXPANSION FITTINGS J AS REQUIRED VALVE NUT EXTENTCNS REWIRED 0 BRING MUT TO WITHIN 24- OF THE SURFACE OF YELM TYPICAL_ END OF LINE C! EANOUT APPRO<QL DWG. NO. kzll1 ?i 7 -20 PUBLIC WORKS DIREOTDR DAT= DES. WN. CKD. DATE JY JEG I TP -/2007 (WATER TIGHT / CAP TYPICAL IN PROTECTED AREAS -70N-PROTECTED SERVICE AREAS (LAVINS. O FOR REQUIRE SERNCE BOXES (CARSON OR RICH) 1 -- EXISTING GROUND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT RISER ADAPTOR N STANDPIPES ---- ��..� -- (FOR USE WITH NON- TRAFFIC BEARING TANKS) 4 '• PVC C.O. LINE (TIP )(3034)R `" T� OF STEP TANG DOUBLE 2% SLOPE TO TANK n SWEEPING TEE UNDISTURBED SQL- -/ O HOUSH� - - - -- - -� INLET BAFFLE NOTE: `— CONCRETE SUPPORT BLOCK FOR ------ ' -- - -- i RISER AND LID SHALL BE 30' ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. VALVES 2" AND LARGER APPROVED CTIEQ INC. OR RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. APPROVED EQUAL FERNCO COUPLING OR J -NOTE : APPROVED EQUAL Z' & 3" VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. NO. PUBLC WDRKS DIRECTOR DATE 7-18 DES. O JY JEG TP DATE 4/2007 TYPICAL SEWER (MAIN LINE GATE VALVE A DWG. NO. � `� PUBLIC WORKS DIRECTOR DATE 7 -21 DES. OWN CKO. (A [E JY JEG TP 4/2007 DEPT. OF PUBLIC WORKS O N O O TYPICAL CONNECTION N APPRO DWG. NO. 1. �. 7-7 PUBUC WORKS DIRECTOE�! E rn DES OWN. DATE JY JEG \ 4/2007 O N O O co J Q Lu W W W co of Z Cn " I n I � J" J z m W Z O N W Z U = WY W 3 v o 1 N p J IU G �u Z � m w LI: Z �g3 a ° LL v1 a Q J ~ w z 3m3 0: ww�i Id >m3 TU w W W a z I < U) J GIBSON LL] QO U Z Q 00 D � Lu w L L HURTADO APPROVED BY: J GIBSON DAIS NOV. 19, 2012 N. i 0290.05 0 0 CONSTRUCTION DRAWNC RI£ N. _ )) 290.05 -UT -05 BY: I...... Date: 1 z ll J DRAWNC Na {hvelopm Services Enpvccr UT -05 APPROVAL EXPIRES: ?i SHEET Na: 14 a 21 N N rn n \ \ �2 o w w 0 0 0 Z W W Z O O O N U U U J w w w w d 2 tl LL o a o 0 W W W W S S S S co J Q Lu W W W co of Z Cn " I n I � J" J z m W Z O N W Z U = WY W 3 v o 1 N p J IU G �u Z � m w LI: Z �g3 a ° LL v1 a Q J ~ w z 3m3 0: ww�i Id >m3 TU w W W a z I < U) J GIBSON LL] QO U Z Q 00 D � Lu w L L HURTADO APPROVED BY: J GIBSON DAIS NOV. 19, 2012 N. i 0290.05 0 0 CONSTRUCTION DRAWNC RI£ N. _ )) 290.05 -UT -05 BY: I...... Date: 1 z ll J DRAWNC Na {hvelopm Services Enpvccr UT -05 APPROVAL EXPIRES: ?i SHEET Na: 14 a 21 T 0 0 I i 0 0 �i a U a m� �wCP I E v n� o� r� N V o� 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 REWIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRE CONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835 TO SCHEDULE A PRE CONSTRUCTION MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATION (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR OF 1& DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH D -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 5D9 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATERQUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR CLOW MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18' UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE 'D' OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE 'UF' SINGE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WARE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. & PROVIDE TRAFFIC CONTROL PLAN(S) AS REWIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED 'W` 1/4 INCH INTO CONCRETE 11. CALL UNDERGROUND LOCATE AT 1- 800 -424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REWIRE A 'FIELD VERIFICATION', CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OT INSTALL A NEW VALVE. It AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH UST' PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPUCABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. SHEA, CARR & JEWELL GENERAL WATER NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WOW. 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM SEWER MAIN. 3. DOUBLE CHECK VALVE ASSEMBLY (DCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL BUILDINGS BY THE BUILDING CONTRACTOR UNLESS OTHERWISE SHOWN. SEC 24,T17N,R1E,WM /- 3' x 3' x 4" /CLASS 3000 / CONCRETE PAD OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W ACP CSTC -1 0.5' CONCRETE CL 3000j' INSIDE PAVED ROADWAY _ 12"yI RECESSED HANDLE TYPE ///pppl COVER - T'"WATE FOUNDRY yID ig" 3/4 _7 VALVE BOX WITH 8 3/4 � WATER" CAST IN LID OR OFCO 910 SECTION J 0 I � II � I z z 1 � II NQTE' u' ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX, VALVE STEM EXTENSION LEGEND C') VALVE OPERATING NUT OR 1 7/8" )( 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT, W S/16" Thk X 5 1/5" DIA STEEL DI GUIDE PLATE WELDED TO RISER SHAFT. LD Z "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT, LENGTH AS REQUIRED. APPR( Jilt €: 'T.•T ALL WELDS TO SHAFT SHALL BE 114" PJBU( FILLET WELD ALL AROUND. LIES. Es GRADE 6 aT TO OR 18" -.- 6" SDR 21 PVC PIPE .°1 CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) GATE VALVE SHOWN - SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. STANDARD VALVE BOX JEG I IP DWG. NO. 6 -11 Tap .Hew operating nut I- Limits of payment un. o Pain} Hydrant and Weather ant L �< Sun Yellow High and Hydrant Lock Grade Enamel Bonnet 1 _ N 13312--\ - 2'/2 "Hose connection \ with threads HYDRANT OFFSET _4 I /2" Steamer connection with NST threads See valve box and i & 5" S1arz adapter vohe stem detail- 14,• @o Style 5 -37 w /SC cap �6 -ii �� a 18 " -24" - -- I i r Ground To suit I I Standpipe -I y I trench 6" ranged fire depth lt_ 3' Minimum hydrant gtea Each Inc. Pipe Joint 6" . #1106 EOAA Iron, _ 8„ . Megalug \ r 6 �6° Class 52 ductile iron pipe cut 10 length �-��, / f 6" gate valve, FL X MJ %-- See note below 1 Varies - - -- 1 rI I-4 "XS "x16" concrete block ` t / 1- Hydrant shoe 11 LBackfill to top of droln ring housing / bolts with 2" washed rock as shown Picstic barrier between ,i 1-6' x 6' sheet of 11 mil. plastic or con- thrust block and fee struciion fabric, covering 2" washed rack Names Concrete thrust block 1. Hydrants shall be located In cast -in -place egainst ordanca with Section 6.060. fitting only in addition, a minimum three foot -adius unobstructed working area shall be provided around all hydrants. CITY p= YELM, WASHINGTON 2. Hydrants shall be Dresser M & H DFPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion FIRE L� I' YDRL� 3. Gate valves shall be resilient wedge F IRE 1 IAN i NRS with 0 -ring seals. Valve ends shall be Mechanical joint by ANSI flonges. Valves sholl conform to AWWA 509 -80, APP DING. NO Valves shall be Mueller M &H, Kennedy, WO p Clow R/W Or Waterous Series 500. PUELIC RKS DIRECTOR DATE 6- 7 4. Fire Hydrant took payment is required DES, DwN. CKD. DATE city will order and Install. Ls JEC TP 4/2007 LeI J TOP i VIEW y� TOP VIEW TOP •VIEW I WYE SIDE VIEW hY\ SIDE VIEW SIDE VIEW ` \\` TEE CROSS GATE VALVE HORIZ. BEND X VAN \., I J T I L •. I ,�(A1 e I TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS �Cv> 45' - 90' VERTICAL BEND NOTES: STANDARD I. CONCRETE THRUST BLOCKING i0 BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPRO -- D�iNG ,Np, 3. ANCHOR REBAR SHALL BE 5/B" MINIMUM =ueu wcRKS DIRECT, GATE 6-1 3 DIAMETER. _ _ DES. DAN. C <D DATE E6 JEC TP 4/2007 LIVE TAP 2' TYV E I.1 CONCRETE THRUST THRUST .BLOCK (TYP) aZ 111 / 2 TYP. N L TAPPING VALVE FL z MJ I STAINLESS SEEEL TAPPING SLEEVE VA' -VE AMC) SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS GROUND SHOWN BELOW - RIGHT. GATE VALVE / HL z MJ I TEE 7 1/3 DIAMETER_ r OF PIPES i 7 CON1ftOLLEO DENSITY BACKFILLf F- 2' -- POURED WIDTH OF TRENCH SOLID BRICK SUPPORT CONCRETE THRUST BLOCK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SMALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. CONNECTION TO EXISTING MAIN 4FPRCV DIG. NO PUB IC WORKS CIRECTOR UATE 5-10 DES - -D CAN. CKn. I LATE ES I JEG m 1 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER 90' BEND 45' BEND 22 -1 /2' BEND 111 -1/4' BEND DEAD END OR TEE SIZE A TB .. -BY-PASS VALVE _ 2,600 CURB APPROVED L_HX CHECK VALVE ' _ 14 GAUC'E T� LID - 1730 DI READER LID ` 1 112" 13 1/4" 15" BOX - BCF 1730 X 12 BASE > A v..' 22,300 A OR APPROVED EQUAL COPPER L 2" 17 1/4 ". 15" 17.400 8.900 4,500 TCNINK; WIRE A o v.� STAINLESS STEEL INSERTS REQUIRED FOR ALL aI3 2. WRAPPED AROUND THE i 1/2" - B11-66-6-1 REST GASHED AND I.P. THREADS. PIPE i CENEIRALE 1 1/2" 3 I1 I N METER BOX NOTE$ N0. 7) 2' FORD PACK JOINT 1 1 /Y' -2' POLYETHYLENE UNEI APPRO aw- NO. I COR"ORAT11 STO C� 17' 2" TAPS WITH BRASS 2' NIPPLE AND PUBLIC WORKS DIRECTOR DATE 6 -3 1/2 " -2" MALE �ADAPTER im _ 71 J OLS. DWN. CKU. DAIL I 2,.,,IIENT FC64 VALVED (CURB STOP) Co I WEDGE s 1 GATE VALVE I CHECK VALVE✓ /- 3' x 3' x 4" /CLASS 3000 / CONCRETE PAD OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W ACP CSTC -1 0.5' CONCRETE CL 3000j' INSIDE PAVED ROADWAY _ 12"yI RECESSED HANDLE TYPE ///pppl COVER - T'"WATE FOUNDRY yID ig" 3/4 _7 VALVE BOX WITH 8 3/4 � WATER" CAST IN LID OR OFCO 910 SECTION J 0 I � II � I z z 1 � II NQTE' u' ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX, VALVE STEM EXTENSION LEGEND C') VALVE OPERATING NUT OR 1 7/8" )( 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT, W S/16" Thk X 5 1/5" DIA STEEL DI GUIDE PLATE WELDED TO RISER SHAFT. LD Z "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT, LENGTH AS REQUIRED. APPR( Jilt €: 'T.•T ALL WELDS TO SHAFT SHALL BE 114" PJBU( FILLET WELD ALL AROUND. LIES. Es GRADE 6 aT TO OR 18" -.- 6" SDR 21 PVC PIPE .°1 CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) GATE VALVE SHOWN - SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. STANDARD VALVE BOX JEG I IP DWG. NO. 6 -11 Tap .Hew operating nut I- Limits of payment un. o Pain} Hydrant and Weather ant L �< Sun Yellow High and Hydrant Lock Grade Enamel Bonnet 1 _ N 13312--\ - 2'/2 "Hose connection \ with threads HYDRANT OFFSET _4 I /2" Steamer connection with NST threads See valve box and i & 5" S1arz adapter vohe stem detail- 14,• @o Style 5 -37 w /SC cap �6 -ii �� a 18 " -24" - -- I i r Ground To suit I I Standpipe -I y I trench 6" ranged fire depth lt_ 3' Minimum hydrant gtea Each Inc. Pipe Joint 6" . #1106 EOAA Iron, _ 8„ . Megalug \ r 6 �6° Class 52 ductile iron pipe cut 10 length �-��, / f 6" gate valve, FL X MJ %-- See note below 1 Varies - - -- 1 rI I-4 "XS "x16" concrete block ` t / 1- Hydrant shoe 11 LBackfill to top of droln ring housing / bolts with 2" washed rock as shown Picstic barrier between ,i 1-6' x 6' sheet of 11 mil. plastic or con- thrust block and fee struciion fabric, covering 2" washed rack Names Concrete thrust block 1. Hydrants shall be located In cast -in -place egainst ordanca with Section 6.060. fitting only in addition, a minimum three foot -adius unobstructed working area shall be provided around all hydrants. CITY p= YELM, WASHINGTON 2. Hydrants shall be Dresser M & H DFPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion FIRE L� I' YDRL� 3. Gate valves shall be resilient wedge F IRE 1 IAN i NRS with 0 -ring seals. Valve ends shall be Mechanical joint by ANSI flonges. Valves sholl conform to AWWA 509 -80, APP DING. NO Valves shall be Mueller M &H, Kennedy, WO p Clow R/W Or Waterous Series 500. PUELIC RKS DIRECTOR DATE 6- 7 4. Fire Hydrant took payment is required DES, DwN. CKD. DATE city will order and Install. Ls JEC TP 4/2007 LeI J TOP i VIEW y� TOP VIEW TOP •VIEW I WYE SIDE VIEW hY\ SIDE VIEW SIDE VIEW ` \\` TEE CROSS GATE VALVE HORIZ. BEND X VAN \., I J T I L •. I ,�(A1 e I TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS �Cv> 45' - 90' VERTICAL BEND NOTES: STANDARD I. CONCRETE THRUST BLOCKING i0 BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPRO -- D�iNG ,Np, 3. ANCHOR REBAR SHALL BE 5/B" MINIMUM =ueu wcRKS DIRECT, GATE 6-1 3 DIAMETER. _ _ DES. DAN. C <D DATE E6 JEC TP 4/2007 LIVE TAP 2' TYV E I.1 CONCRETE THRUST THRUST .BLOCK (TYP) aZ 111 / 2 TYP. N L TAPPING VALVE FL z MJ I STAINLESS SEEEL TAPPING SLEEVE VA' -VE AMC) SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS GROUND SHOWN BELOW - RIGHT. GATE VALVE / HL z MJ I TEE 7 1/3 DIAMETER_ r OF PIPES i 7 CON1ftOLLEO DENSITY BACKFILLf F- 2' -- POURED WIDTH OF TRENCH SOLID BRICK SUPPORT CONCRETE THRUST BLOCK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SMALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. CONNECTION TO EXISTING MAIN 4FPRCV DIG. NO PUB IC WORKS CIRECTOR UATE 5-10 DES - -D CAN. CKn. I LATE ES I JEG m 1 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER 90' BEND 45' BEND 22 -1 /2' BEND 111 -1/4' BEND DEAD END OR TEE A 3.600 .. -BY-PASS VALVE _ 2,600 CURB ° CHECK VALVE 51 D0 POLYETHYLENE PIPE) _ 14 GAUC'E T� a ' "_° ` -BALL VAL 4,GOD 2,000 INSULATED > A v..' 22,300 A NIPPLE COPPER - SERYK'C SADDLE 32,000 17.400 8.900 4,500 TCNINK; WIRE A o v.� STAINLESS STEEL INSERTS REQUIRED FOR ALL '/ METER 2. WRAPPED AROUND THE i 1/2" - B11-66-6-1 REST GASHED AND I.P. THREADS. PIPE i CENEIRALE 1 1/2" Z" - 911-77LJ - C66 - 661- \\ I1 I N 12- NOTE$ N0. 7) 2' FORD PACK JOINT - C06 - 77 \ ' APPRO aw- NO. I COR"ORAT11 STO TYPE - B 1 _ RIPLIC WDRKS DIRECTOR DAT�E -1 4 2" TAPS WITH BRASS 2' NIPPLE AND /- 3' x 3' x 4" /CLASS 3000 / CONCRETE PAD OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W ACP CSTC -1 0.5' CONCRETE CL 3000j' INSIDE PAVED ROADWAY _ 12"yI RECESSED HANDLE TYPE ///pppl COVER - T'"WATE FOUNDRY yID ig" 3/4 _7 VALVE BOX WITH 8 3/4 � WATER" CAST IN LID OR OFCO 910 SECTION J 0 I � II � I z z 1 � II NQTE' u' ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX, VALVE STEM EXTENSION LEGEND C') VALVE OPERATING NUT OR 1 7/8" )( 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT, W S/16" Thk X 5 1/5" DIA STEEL DI GUIDE PLATE WELDED TO RISER SHAFT. LD Z "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT, LENGTH AS REQUIRED. APPR( Jilt €: 'T.•T ALL WELDS TO SHAFT SHALL BE 114" PJBU( FILLET WELD ALL AROUND. LIES. Es GRADE 6 aT TO OR 18" -.- 6" SDR 21 PVC PIPE .°1 CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) GATE VALVE SHOWN - SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. STANDARD VALVE BOX JEG I IP DWG. NO. 6 -11 Tap .Hew operating nut I- Limits of payment un. o Pain} Hydrant and Weather ant L �< Sun Yellow High and Hydrant Lock Grade Enamel Bonnet 1 _ N 13312--\ - 2'/2 "Hose connection \ with threads HYDRANT OFFSET _4 I /2" Steamer connection with NST threads See valve box and i & 5" S1arz adapter vohe stem detail- 14,• @o Style 5 -37 w /SC cap �6 -ii �� a 18 " -24" - -- I i r Ground To suit I I Standpipe -I y I trench 6" ranged fire depth lt_ 3' Minimum hydrant gtea Each Inc. Pipe Joint 6" . #1106 EOAA Iron, _ 8„ . Megalug \ r 6 �6° Class 52 ductile iron pipe cut 10 length �-��, / f 6" gate valve, FL X MJ %-- See note below 1 Varies - - -- 1 rI I-4 "XS "x16" concrete block ` t / 1- Hydrant shoe 11 LBackfill to top of droln ring housing / bolts with 2" washed rock as shown Picstic barrier between ,i 1-6' x 6' sheet of 11 mil. plastic or con- thrust block and fee struciion fabric, covering 2" washed rack Names Concrete thrust block 1. Hydrants shall be located In cast -in -place egainst ordanca with Section 6.060. fitting only in addition, a minimum three foot -adius unobstructed working area shall be provided around all hydrants. CITY p= YELM, WASHINGTON 2. Hydrants shall be Dresser M & H DFPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion FIRE L� I' YDRL� 3. Gate valves shall be resilient wedge F IRE 1 IAN i NRS with 0 -ring seals. Valve ends shall be Mechanical joint by ANSI flonges. Valves sholl conform to AWWA 509 -80, APP DING. NO Valves shall be Mueller M &H, Kennedy, WO p Clow R/W Or Waterous Series 500. PUELIC RKS DIRECTOR DATE 6- 7 4. Fire Hydrant took payment is required DES, DwN. CKD. DATE city will order and Install. Ls JEC TP 4/2007 LeI J TOP i VIEW y� TOP VIEW TOP •VIEW I WYE SIDE VIEW hY\ SIDE VIEW SIDE VIEW ` \\` TEE CROSS GATE VALVE HORIZ. BEND X VAN \., I J T I L •. I ,�(A1 e I TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS �Cv> 45' - 90' VERTICAL BEND NOTES: STANDARD I. CONCRETE THRUST BLOCKING i0 BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPRO -- D�iNG ,Np, 3. ANCHOR REBAR SHALL BE 5/B" MINIMUM =ueu wcRKS DIRECT, GATE 6-1 3 DIAMETER. _ _ DES. DAN. C <D DATE E6 JEC TP 4/2007 LIVE TAP 2' TYV E I.1 CONCRETE THRUST THRUST .BLOCK (TYP) aZ 111 / 2 TYP. N L TAPPING VALVE FL z MJ I STAINLESS SEEEL TAPPING SLEEVE VA' -VE AMC) SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS GROUND SHOWN BELOW - RIGHT. GATE VALVE / HL z MJ I TEE 7 1/3 DIAMETER_ r OF PIPES i 7 CON1ftOLLEO DENSITY BACKFILLf F- 2' -- POURED WIDTH OF TRENCH SOLID BRICK SUPPORT CONCRETE THRUST BLOCK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SMALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. CONNECTION TO EXISTING MAIN 4FPRCV DIG. NO PUB IC WORKS CIRECTOR UATE 5-10 DES - -D CAN. CKn. I LATE ES I JEG m 1 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER 90' BEND 45' BEND 22 -1 /2' BEND 111 -1/4' BEND DEAD END OR TEE 4" 3.600 PLASTIC LINE (USE 200 -BY-PASS VALVE _ 2,600 PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 4,400 51 D0 POLYETHYLENE PIPE) 5,700 8" f• FORD BALL VALVE J 7,700 4,GOD 2,000 1 ` WITH PACK JDLNT & FEMALE 1 1/2' -2" MALE 22,300 LP. THREADS NIPPLE 15,800 I - SERYK'C SADDLE 32,000 17.400 8.900 4,500 CITY OF YELM, WASHINGTON 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL __ CEP F. OF PUB-IC WORKS 2. PACK JOINTS. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1 /2" TO 2" 57,000 GASHED AND I.P. THREADS. 15,700 7,900 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE SOFT CLAY 1'000 1 1 /2' - FORD VBH 76 -15913 OR EQUAL i 2" - FORD VBH 77 -15017 OR EQUAL APPRO aw- NO. A. ALL 1 1/2" AND 2' SADDLES WILL BE CLAY _ RIPLIC WDRKS DIRECTOR DAT�E -1 4 2" TAPS WITH BRASS 2' NIPPLE AND PUBLIC WORKS DIRECTOR DATE 6 -3 0 2' RESILENT WEDGE GATE VALVE ANO 910 _ oa HOUSING AN) SDR -21 PVC PIPE HOUSING OLS. DWN. CKU. DAIL I W ES JEG iP 14/2007 /- 3' x 3' x 4" /CLASS 3000 / CONCRETE PAD OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W ACP CSTC -1 0.5' CONCRETE CL 3000j' INSIDE PAVED ROADWAY _ 12"yI RECESSED HANDLE TYPE ///pppl COVER - T'"WATE FOUNDRY yID ig" 3/4 _7 VALVE BOX WITH 8 3/4 � WATER" CAST IN LID OR OFCO 910 SECTION J 0 I � II � I z z 1 � II NQTE' u' ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX, VALVE STEM EXTENSION LEGEND C') VALVE OPERATING NUT OR 1 7/8" )( 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT, W S/16" Thk X 5 1/5" DIA STEEL DI GUIDE PLATE WELDED TO RISER SHAFT. LD Z "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT, LENGTH AS REQUIRED. APPR( Jilt €: 'T.•T ALL WELDS TO SHAFT SHALL BE 114" PJBU( FILLET WELD ALL AROUND. LIES. Es GRADE 6 aT TO OR 18" -.- 6" SDR 21 PVC PIPE .°1 CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) GATE VALVE SHOWN - SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. STANDARD VALVE BOX JEG I IP DWG. NO. 6 -11 Tap .Hew operating nut I- Limits of payment un. o Pain} Hydrant and Weather ant L �< Sun Yellow High and Hydrant Lock Grade Enamel Bonnet 1 _ N 13312--\ - 2'/2 "Hose connection \ with threads HYDRANT OFFSET _4 I /2" Steamer connection with NST threads See valve box and i & 5" S1arz adapter vohe stem detail- 14,• @o Style 5 -37 w /SC cap �6 -ii �� a 18 " -24" - -- I i r Ground To suit I I Standpipe -I y I trench 6" ranged fire depth lt_ 3' Minimum hydrant gtea Each Inc. Pipe Joint 6" . #1106 EOAA Iron, _ 8„ . Megalug \ r 6 �6° Class 52 ductile iron pipe cut 10 length �-��, / f 6" gate valve, FL X MJ %-- See note below 1 Varies - - -- 1 rI I-4 "XS "x16" concrete block ` t / 1- Hydrant shoe 11 LBackfill to top of droln ring housing / bolts with 2" washed rock as shown Picstic barrier between ,i 1-6' x 6' sheet of 11 mil. plastic or con- thrust block and fee struciion fabric, covering 2" washed rack Names Concrete thrust block 1. Hydrants shall be located In cast -in -place egainst ordanca with Section 6.060. fitting only in addition, a minimum three foot -adius unobstructed working area shall be provided around all hydrants. CITY p= YELM, WASHINGTON 2. Hydrants shall be Dresser M & H DFPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion FIRE L� I' YDRL� 3. Gate valves shall be resilient wedge F IRE 1 IAN i NRS with 0 -ring seals. Valve ends shall be Mechanical joint by ANSI flonges. Valves sholl conform to AWWA 509 -80, APP DING. NO Valves shall be Mueller M &H, Kennedy, WO p Clow R/W Or Waterous Series 500. PUELIC RKS DIRECTOR DATE 6- 7 4. Fire Hydrant took payment is required DES, DwN. CKD. DATE city will order and Install. Ls JEC TP 4/2007 LeI J TOP i VIEW y� TOP VIEW TOP •VIEW I WYE SIDE VIEW hY\ SIDE VIEW SIDE VIEW ` \\` TEE CROSS GATE VALVE HORIZ. BEND X VAN \., I J T I L •. I ,�(A1 e I TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS �Cv> 45' - 90' VERTICAL BEND NOTES: STANDARD I. CONCRETE THRUST BLOCKING i0 BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPRO -- D�iNG ,Np, 3. ANCHOR REBAR SHALL BE 5/B" MINIMUM =ueu wcRKS DIRECT, GATE 6-1 3 DIAMETER. _ _ DES. DAN. C <D DATE E6 JEC TP 4/2007 LIVE TAP 2' TYV E I.1 CONCRETE THRUST THRUST .BLOCK (TYP) aZ 111 / 2 TYP. N L TAPPING VALVE FL z MJ I STAINLESS SEEEL TAPPING SLEEVE VA' -VE AMC) SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS GROUND SHOWN BELOW - RIGHT. GATE VALVE / HL z MJ I TEE 7 1/3 DIAMETER_ r OF PIPES i 7 CON1ftOLLEO DENSITY BACKFILLf F- 2' -- POURED WIDTH OF TRENCH SOLID BRICK SUPPORT CONCRETE THRUST BLOCK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SMALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. CONNECTION TO EXISTING MAIN 4FPRCV DIG. NO PUB IC WORKS CIRECTOR UATE 5-10 DES - -D CAN. CKn. I LATE ES I JEG m 1 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER 90' BEND 45' BEND 22 -1 /2' BEND 111 -1/4' BEND DEAD END OR TEE 4" 3.600 2,000 1,000 500 _ 2,600 6'" 8,000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,GOD 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 I 12" 32,000 17.400 8.900 4,500 22,700 14" 43.600 23,600 12,100 6 100 30,800 16" 57,000 30,800 15,700 7,900 _ 40,300 NOTES: 0 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): QZ EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS -' 3000 LB /S.F. - 10.7 SS. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. s ° 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. Q N U U SAFE SOIL BEARING LOADS N FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET � � POUNDS PER N SOIL SQUARE FOOT CITY OF YELM, WASHINGTON a DEPT. OF PUBLIC WORKS MUCK, PEAT p - SOFT CLAY 1'000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3,000 - SAND & GRAVEL 4,000 CEMENTED WITH 'AP� � DWG. NO ''^ CLAY _ RIPLIC WDRKS DIRECTOR DAT�E -1 4 HARD SHALE 10,000 -6 DES. �OwN. c o I , 0 Es JEC TP 4/2007 / \ Date: 2 2 / 3 tServices Engineer 'y LINPIRES: 2 / wwww 0 0 Jm o Q cD W U Z O QZ W W LU N Z W N s ° M M 3�0 0 Dr Q N U U N w N � N N It a R Q N D7 f \ N N I M ©c J 0 0 Jm o Q cD W U Z O QZ W W LU U Z W s ° H a 3�0 0 Dr Q N U U 2 w 4 � o w It a R Q N I Q Z Q JpW -+ w U z 3m3 ir wo3 0 0 o ? oa I W n Co I s W w w z CD a O O o oa U CJ U Of of I W UJ a a a a 0 o UJ o Go 5 S S Go oc ¢ a ¢ ©c J LLI Jm o Q cD W U Z O QZ W W LU U Z W s ° H a 3�0 0 Dr Q N U U 2 w 4 oma It a R Q N I Q Z Q JpW -+ U z 3m3 ir wo3 W ?m3 Q ? oa W W a I s C/) J LU LLI Q o Q cD U Z QZ LU D H Z n r RID 1Ie11IebTT L HURTADO IBw J GIBSON NOV. 19, 2012 0290.05 TLE No: 290.05 -UT-06 as UT -06 15 or 21 11/ I SEC 24,T17N,R1 ElWM BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM RAPtFS AN DCPTH WACE TAPE 12' TO 19 UNDER THE FINAL GRACE. VERTICAL DATUM (LC. 1252AZ) FOUND 2- BRASS DISK, IN CASE, MARKED 'LS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60, NGVD -29. x i S 0 0 U Z 3 O 0 N O V 6 i U 0 �m I � E n O o O o 12 N o ¢ iftENCN BACKfLLL __ TRACER WIRE (SEE GENERAL SEE 5 NOTE 1, 2. 3 — / )WATER NOTES NO. l) BEDDING MATFAWAL .EE NOTE 4 UNDISTURBED SOIL NO ES- I_ A MINMUM COVER GF 3.5' SHALL BE MAINTAINED, EXCEPT AS REOUIPED AT CONNECTION POINTS, 2. NATIVE BACKTILt. SHALL CONSIST OF CRUSHED, PROCESSED, OR NAVIRAttY OCCLRR.NG GRANULAR MATERIAL 17 SHALL BE ESSENTIALLY FREE FROM NAR!IX3 TYPES OF wOJD WASTE OR OTHER EXWANEOUi OR OBJECACNABL£ MATERIALS IT SHALL HAIc SU -H CNANACTERISNCS OF SIZE AND SHAPE THAT F 47L1 COMPACT RFADILY COvPACT J. NATIVE IPENCH SACKFILL MA;LMAL SHALL BE SORTED OR SCREENED SO TIIAT THE MAXIMUM A6(4?LGA'E N3AL1. IS 6-INCHES. A. APE BEDDING MATERIAL SHALL BE SAND a OTIIEP Ct TY APPPOVED EOUAE r40 SUBSTUIIONS WILL SE ALL04CO 'MTHOUT WRITTEN AUTHORIZATION ERCM THE CLTY OF YELM 5. WHERE NAIIVE MATFRAAL? HAVE BEEN DEEMED UN4CCEP74& E BY THE GTY, TRENCH BACKi ILL SHALL MEET THE WSOOT STANOAPD SPECTELCATIONS FOR THE PIPE IYPE SENG SPECIFIED CTIY TYPICAL WATER MAIN TRENCH & BEDDING gPF�ti; DWC. NI WULIC WORKS DIRECTOR DATE �4/20071 — 5 DES. 'OWN. CKD FS JEC IP 0 ' TOP VIE ji -- 1\ EXSYG :- GROUND TEST GOOKS Hk SiLIENT SEATED (4 PEOO) 5- MIN. I SHUTOFF VALVES 3 5' MAX. \1!2 PFO'D) 3. (2 - KEURED �a (1 'U.) may' NO CAL ✓N PPE ON INLET SIDE 6' anti. Of A5SEMBL° II r1e'IiC ER CEMENT < SiDE YCW[Y ME'ER BOX IN, (BLI. OW GPOLNO INSTALI ADON) G. VIC1 :z' MIN NOTE ALL ITEMS SHALL L'CMPLY W71H 'HE FOLLORMIJC. - APPROVEO DOUBLE CHECK VALVE ASSEMBIY SHALL LAY HORIZLNTAL WITH UROU:ND. D£SIONED E07 BASIN S+PnONAGE AND BACK PRESSURE. - THOROUGHLY FLUSII LINES PRICE TO INSTALLAI'ON OF BA:A rL W PREV'ENTER NO GALVANIZED PIPE BE: ORE ASSEMDLY - THE OCVA MAY BE NSTALLED A901E OR BELOW CI" f 0- YELM, WASHINGTON 'HE CRP'ND PIT)WDEO ALL CLEARANCES ARE MET. DEPT. OF PUBLIC WORKS - 00 NOT INSTALL N AN AREA SUBJECT TO FLOODING. - rr - 1010E SHALL BE PROTECTED FROM FPEEZIA'G CONUIRONS. DOUBLE CHECK VALVE - WE BACK FLOW ASSEMBLY SHALL BE A CURRENT ASSEMBLY 2" AND SMALLER WASTTINCTON STATE DEPT P£ALTH APPROb£'D MODEL - A PLUMBING PERMIT IS REO64RED. APPRO — - -�— T D'AG. N0. ic- , g 16 PU3U0 WORKS DIRECTOR DATE DES. DIRJ, CKD. PATE KR JEC TP DA: 340.0 337.5 325.0 3 3 4 Q O Y is U is m z 0 N 3� Z > w 3 PROPOSED GRADE o ? [�3 0 42' REWIRED COVER �(nP) EXISTING GROUND 0 +25 0+50 0+75 1 +00 1 +25 1 +50 1 +75 2 +00 AC WATERLINE REPLACEMENT SCALE: 1' =30' HORIZ i' =3' VERT 2 +25 2 +50 CONSTRUCTION BY: . Date: velo t Services E gineer APPROVAL EXPIRES: 2 I 1 Q iQ N " n n � r N 1 ° " Jm 3 4) 5' 4 W �8 2) \ M � ? W In 2 ° 3 �o 1-1- PLAN W N \ \ FN- � �O3 z o " O W u a (Z 5 s a N ILL (5) 5 W T_ 3 ¢ z 3m3 ¢ 4 g n 2 PLASTIC 2 OR CONCRETE---, r - F ILL PRO E BOX I� w J'MM I m w< Z. V , FLOW 6 I J� 12,r MATERIAL UST: GRAVEL BASE TO SWILLING OR 12^ THICK IRRIGATION SYSTEM 1. SERVICE LINE O 2. RC' BEND O V 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 5. CHECK VALVE (D.S.H.S. APPROVED) CITY OF YFLM, WASHINGTON T. RELIEF VALVE DEPT. CF PUBLIC WORKS 8. TESTS COCKS 9. DRAIN TO DATUGHT REDUCED PRESSURE IO.PLUGS IN TEST COCKS BACKFLOW ASSEMBLY GENERAL NOTES: FOR 2° OR SMALLER A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. a B. DIAMETER OF PIPE AND FTTT;NGS = DWG. NO. C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 a�'`t FOR FURTHER INFORMATION. D. 00 NOT INSTALL IN AREA SUBJECT TO FLOODING. PUBLC WORKS DIRECTOR CAIr 6-17 ]ES. DWN, CKD- DATE KR JLC TP .I -- -- N 3� Z > w 3 PROPOSED GRADE o ? [�3 0 42' REWIRED COVER �(nP) EXISTING GROUND 0 +25 0+50 0+75 1 +00 1 +25 1 +50 1 +75 2 +00 AC WATERLINE REPLACEMENT SCALE: 1' =30' HORIZ i' =3' VERT 2 +25 2 +50 CONSTRUCTION BY: . Date: velo t Services E gineer APPROVAL EXPIRES: 2 I 1 Q iQ N " n n � r N imrtlEW7 J ° " Jm LY_ W W U Z 0 \ M � ? W In 2 ° 3 �o 1-1- °g W N \ \ FN- � �O3 z o " O W u a 'Nr ,1111 EL s a N ILL ° ° W m N 2 ¢ z 3m3 ¢ R S w >m3 ILL w W w I m w< V www= O O O V N � z W W W W a a a a imrtlEW7 J ° " Jm LY_ W W U Z 0 w N U W � ? W In 2 ° 3 �o 1-1- °g W N U Q�O a z �O3 z o " EL u a 'Nr ,1111 EL s a N ILL Z Q Ovw m N 2 U� z 3m3 R ^03 w >m3 ILL w W w I m w< V EOW F�5 Oc WAS was L 4 Q rP 9 P O4ID11 RFGTSTEV SZONAL E" J GIBSON W_s L HURTADO En B— J GIBSON NOV. 19, 2012 0290.05 ING FILE NP: 290.05 -UTA7 INC No: UT-07 r NP: 16 OF 21 J LY_ O U w Z ¢ CID �o 1-1- W } EOW F�5 Oc WAS was L 4 Q rP 9 P O4ID11 RFGTSTEV SZONAL E" J GIBSON W_s L HURTADO En B— J GIBSON NOV. 19, 2012 0290.05 ING FILE NP: 290.05 -UTA7 INC No: UT-07 r NP: 16 OF 21 r tY / /"�•`��} `` 0' L7 ,��°� I F---ANSTAUL 54 OF ., 6'f WATER MAIN rlNSTYDRANTOASSEMBLYLT 8 f�WATERIMAIN INSTALL WATER MAIN ASSEMBALY INSFALL 306 . IA 1 11 9 +95.00, 1 LF ? 1 .. =� i CONNECT TO MAIN AINi :a - _.. _. 8'fi WATER MAIN \ 8'0 WATER MAIN AN0 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. r c 10+07.)0, 10' RT CONNECT TO EXISTING 6'0 S.T,E.P. MAIN RETAIN EXISTING GATE VALVE INSTALL 15 LF 2'0 S.T.E.P. SERVICE INSTALL 54 LF 8'f PVC WATER MAIN 9 +95.00, 10' LT CONNECT TO EXISTING 8'f WATER MAIN "- INSTALL 36 LF OF 2" WATER SERVICE_ TA 10+36.26, 36' RT INSTALL 2' GATE VALVE AND CAP END OF SERVICE TA 10 +26.08, 15' RT CAP END OF SERVICE STA 10 +50.00, 19.50' LT INSTALL 1- HYDRANT ASSEMBLY FLANGE ELEV= 340.87 2' WATER SERVICE INSTALL 16 LF 2'0 S.T.E.P. SERVICE STA 12 +19.71, 25' RT- CALU OF SERVICE INSTALL 272 LF 4' S.T.E.P. MAIN INSTALL 36 LF OF 2v WATERMAIN SERVICE STA 12 +29.71, 25' RT INSTALL 2' GATE VALVE AND CAP END OF SERVICE INSTALL 15 LF 2 "f--1, — S.T.E.P. SERVICE _ STA 12 +74.94, 25' RTJ CAP END OF SERVICE STA 12 +84.94, 25' RT INSTALL 2' GATE VALVE AND CAP END OF SEIRACE INSTALL 219 LIF 0 1 0 STA 12 +68.63, 11' LT W PPROX EXISTING 3� INSTALL W w : GRADE 0 CL ;GRADE 0 CL HYDRANT 1- HYDRANT ASSEMBLY INSTALL 272 LF 4'0 PVC - - - ...............�. G `f S.T.E.P. MAIN ............ S.T.E.P. MAIN J (n INSTALL o WATER 5 ........ LU 1--6"x4' REDUCER a U a2' N Lu 2' WATER SERVICE I— F- yl STA 10 +50.00, 19.50' LT INSTALL 1- HYDRANT ASSEMBLY FLANGE ELEV= 340.87 2' WATER SERVICE INSTALL 16 LF 2'0 S.T.E.P. SERVICE STA 12 +19.71, 25' RT- CALU OF SERVICE INSTALL 272 LF 4' S.T.E.P. MAIN INSTALL 36 LF OF 2v WATERMAIN SERVICE STA 12 +29.71, 25' RT INSTALL 2' GATE VALVE AND CAP END OF SERVICE INSTALL 15 LF 2 "f--1, — S.T.E.P. SERVICE _ STA 12 +74.94, 25' RTJ CAP END OF SERVICE STA 12 +84.94, 25' RT INSTALL 2' GATE VALVE AND CAP END OF SEIRACE INSTALL 219 LIF 0 W 0 STA 12 +68.63, 11' LT 8'0 WATER MAIN PPROX EXISTING INSTALL MAINTAIN 42' MIN. COVER (TYP) 2' STEP SERVICE : GRADE 0 CL ;GRADE 0 CL HYDRANT 1- HYDRANT ASSEMBLY INSTALL 272 LF 4'0 PVC - - - ...............�. G `f S.T.E.P. MAIN ............ S.T.E.P. MAIN J (n INSTALL o WATER 5 ........ 2' STEP SERVICE 1--6"x4' REDUCER a U a2' N 2' WATER SERVICE VERT'. I' =2 INSTALL 36 LF 2'0 WATER SERVICE 0 W 0 ........ -F m co C:> '- 10 +07.50, 10' RTJ 2' STEP SERVICE F- CONNE CT TO EXISTING INSTALL 272 LF 4'0 PVC - - - - -- G `f S.T.E.P. MAIN Z - z S.T.E.P. MAIN J (n INSTALL `,' 0 MAINTAIN 60' MIN. COVER (TYP) ........ 2' STEP SERVICE 1--6"x4' REDUCER � N VERT'. I' =2 INSTALL 36 LF 2'0 WATER SERVICE u INSTALL 306 .8'f WATER MAIN 2' STEP SERVICE J STA 12 +74.78, 9- RT __ INSTALL 1 -4' GATE VALVE (MJ) 5I 1 -6' CLEAN OUT O W 0 ........ -F m co C:> '- d � F- Cf7 W - -- L L `U N Z - z M J (n U CE�� O O N � u INSTALL 306 .8'f WATER MAIN 2' STEP SERVICE J STA 12 +74.78, 9- RT __ INSTALL 1 -4' GATE VALVE (MJ) 5I 1 -6' CLEAN OUT N d fa R S N Oco OF-01 EX WATER MAIN PROPOSED WATER MAIN THRUST BLOCKING WATER VALVE HYDRANT BACKFLOW PREVENTOR WATER METER FIRE DEPARTMENT CONNECTON POST INDICATOR VALVE EX S.T.E.P. MAIN PROPOSED S.T.E.P. MAIN SEWER VALVE CLEANOUT S.T.E.P TANK BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2' BRASS DISK, IN CASE, MARKED 'LS 27192' AT THE INTERSECTION OF TAHOLIA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60'. NGVD -29. NOTE: 1.WHERE CONNECTING TO EXISTING WATER AND SEWER, REMOVE ANY END OF LINE CLEANOUT OR BLOWOFFS AS REQUIRED. REUSE AT THE PROPOSED END OF CONSTRUCTION IF POSSIBLE. A 0, F0/11 CONSTRUCTION BY: ' Date: 2 zi j vclopmunt Services Engineu APPROVAL EXPIRES: 2 J i W i NN Q 1 UI Q I LLJ J LL 0 CL' CL Z Q Z J LL J F— W a H Z w u- 0 u, m m z 0 z z s 3�0 ¢ ry V EL '^ � `nw o63 omw iLLz u ovw mNy, Nm3 0 >m3 o° w u W O H U z 1 2 Q a Lu Y J GIBSON LHURTADO APPRO F BY: J GIBSON DAh: NOV. 19,2012 No: 0290.05 DRAWN Fl N. 290.05 -UT -08 UT -08 17 a 21 W W W W Y N N M M U N O O � N N M O O � O W W K Q 0 Q D � O 0 20 40 r p SCALE IN FEET a UU N }U F TU F Q U U U W d W d W 2 W (L w 5 s s LEGEND: N d fa R S N Oco OF-01 EX WATER MAIN PROPOSED WATER MAIN THRUST BLOCKING WATER VALVE HYDRANT BACKFLOW PREVENTOR WATER METER FIRE DEPARTMENT CONNECTON POST INDICATOR VALVE EX S.T.E.P. MAIN PROPOSED S.T.E.P. MAIN SEWER VALVE CLEANOUT S.T.E.P TANK BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2' BRASS DISK, IN CASE, MARKED 'LS 27192' AT THE INTERSECTION OF TAHOLIA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60'. NGVD -29. NOTE: 1.WHERE CONNECTING TO EXISTING WATER AND SEWER, REMOVE ANY END OF LINE CLEANOUT OR BLOWOFFS AS REQUIRED. REUSE AT THE PROPOSED END OF CONSTRUCTION IF POSSIBLE. A 0, F0/11 CONSTRUCTION BY: ' Date: 2 zi j vclopmunt Services Engineu APPROVAL EXPIRES: 2 J i W i NN Q 1 UI Q I LLJ J LL 0 CL' CL Z Q Z J LL J F— W a H Z w u- 0 u, m m z 0 z z s 3�0 ¢ ry V EL '^ � `nw o63 omw iLLz u ovw mNy, Nm3 0 >m3 o° w u W O H U z 1 2 Q a Lu Y J GIBSON LHURTADO APPRO F BY: J GIBSON DAh: NOV. 19,2012 No: 0290.05 DRAWN Fl N. 290.05 -UT -08 UT -08 17 a 21 0 0 12 i S 0 F FS V i i w cs V 1OJ c Y i E v s� M� o& ai SEC 24, T 17 N, R 1 El WM A � `FL \ A I \ \ V 16 +15.91, 53' LT CONNECT TO EXISTING 8'0 AC WATER MAIN INSTALL 1 -8' TAPPING TEE 1 -8' GATE VALVE (FLXMJ) ' \ Gv \ 15+74.30, 9' LT INSTALL 62 ` s \ ..._ INSTALL 80 WATER MAIN \ ,., _.... _.. _. 1 -8' 45' BEND (FlxMJ) 0 O t co M 0 Q ~ N W w w Z J fn H Cn Q w + M O O J_ O LL ccn O J O, M INSTALL 306 LF ..' .. ....... ............................. ' '8'0'WATER MAIN LLJ Lu \ MAINTAIN 42' MIN. COVER Q (TYP) J (n O W 2 w Lu — — w H � � Z a �__ }__ 16 +15.91, 53' LT CONNECT TO EXISTING 8'b WATER MAIN INSTALL: 1 -8' TEE (FLXMJ) ...... ... ................................... ....'....................'1 -8'. GATE. VALVE (FLXMJ) ..... . 15 +74.30, 9' LT CONNECT TO EXISTING 8'0 WATER MAIN INSTALL — 1 -8 45' BEND (FLxMJ) M m r] CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. W rn �i INSTALL 62 LF�" 8'4 WATER MAIN 0 20 40 SCALE IN FEET LEGEND: N_ N M M O N O O N I M ----N ----- IN --- EX WATER MAIN W PROPOSED WATER MAIN J o J THRUST BLOCKING z O N WATER VALVE w z 0 Ak HYDRANT 1.1 f Q m YJ W 30� a BACKFLOW PREVENTOR " d N o8) z ° m =i 0 WATER METER ' z 2,6- rNv Z am3 A FIRE DEPARTMENT CONNECTION LL I a i a POST INDICATOR VALVE if z a v w `t ~ t7 mrvH --- - -5 --- EX S.T.E.P. MAIN U Z 3 m 3 rc u �3 S PROPOSED S.T.E.P. MAIN W ? m 3 z �a Q o N SEWER VALVE N w Oco CLEANOUT W a l a O O S.T.E.P TANK in o BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2' BRASS DISK, IN CASE, MARKED 'LS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. NOTE: 1.WHERE CONNECTING TO EXISTING WATER AND SEWER, REMOVE ANY END OF LINE CLEANOUT OR BLOWOFFS AS REQUIRED. REUSE AT THE PROPOSED END OF CONSTRUCTION IF POSSIBLE. 7AP CONSTRUCTION BY: Date: ? 1 g APPES: ? �v& Ht,) y w O O J_ LL ccn O J O, M 0- 0 Y \ \ IN- Q Z Of Q � O W z w � � Z O 0 o a LL- z a U U OU N O Q U U U W W W W 0 0 0 0 s s s s ----N ----- IN --- EX WATER MAIN W PROPOSED WATER MAIN J o J THRUST BLOCKING z O N WATER VALVE w z 0 Ak HYDRANT 1.1 f Q m YJ W 30� a BACKFLOW PREVENTOR " d N o8) z ° m =i 0 WATER METER ' z 2,6- rNv Z am3 A FIRE DEPARTMENT CONNECTION LL I a i a POST INDICATOR VALVE if z a v w `t ~ t7 mrvH --- - -5 --- EX S.T.E.P. MAIN U Z 3 m 3 rc u �3 S PROPOSED S.T.E.P. MAIN W ? m 3 z �a Q o N SEWER VALVE N w Oco CLEANOUT W a l a O O S.T.E.P TANK in o BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2' BRASS DISK, IN CASE, MARKED 'LS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. NOTE: 1.WHERE CONNECTING TO EXISTING WATER AND SEWER, REMOVE ANY END OF LINE CLEANOUT OR BLOWOFFS AS REQUIRED. REUSE AT THE PROPOSED END OF CONSTRUCTION IF POSSIBLE. 7AP CONSTRUCTION BY: Date: ? 1 g APPES: ? �v& Ht,) y w J_ LL ccn O J 0- 0 Y Z } Q Z Of Q O Q U z 'UNAL J GIBSON L HURTADO BY: J GIBSON NOV. 19, 2012 0290.05 u No 290.05 -UT -09 UT-09 18 B 21 Q ccn J Y } w (D Z O LL- 'UNAL J GIBSON L HURTADO BY: J GIBSON NOV. 19, 2012 0290.05 u No 290.05 -UT -09 UT-09 18 B 21 F� 1 0 0 F KU F N O v 0 a i r. !f a 90 0 0 1 � S� n° o QO, -r Rw -'o oa a� yi SEC 24,T17N,R1E,WM STA 10+00 R:20' -. C STA 10+26.03, 22' LT - �, MATCH EX DYCL {,5>.- 05.46' STA 12 +00, 4.00' LT .,\ BEGIN DYCL TAPER LSD, PROPOSED R END DYCL TAPER 0 _ STA X TA 11 +96.31, 16' LT - - � MATCH EX SSW . - ' f� = DRIVEWAY CENTER O BEGIN CURB AND GUTTER -- M N 1 5' 3' R DEDICATION _.. U W uj Lu 6.5 Z -1...T . .. ri- 2 W U w d ¢ U EXISTING MONUMENT-/ LSTA 14GO — — , SAW CUT BEGIN ROADWAY CONSTRUCTION N:594958.17 E:1111127.75 BEGIN TAPER, 16' RT STA 10+00 R:20' -. C STA 10+26.03, 22' LT - �, MATCH EX DYCL {,5>.- 05.46' STA 12 +00, 4.00' LT .,\ BEGIN DYCL TAPER LSD, PROPOSED R END DYCL TAPER 0 _ STA X TA 11 +96.31, 16' LT - - � MATCH EX SSW . - ' f� = DRIVEWAY CENTER O BEGIN CURB AND GUTTER -- M N 1 5' 3' R DEDICATION _.. U W uj Lu 6.5 Z -1...T . .. ri- 2 W U w d ¢ U EXISTING MONUMENT-/ LSTA 14GO — — STA 10+00 SAW CUT BEGIN ROADWAY CONSTRUCTION N:594958.17 E:1111127.75 BEGIN TAPER, 16' RT BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2- BRASS DISK, IN CASE, MARKED 'LS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. 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. EL 1339,34 HORZ: V =2Q' VERT. 1' =2 PM STA: 10+64.42 PM ELEV: 340.16 K: 24.02 LVC: 50.00 HIGH PT. STA: 10+70.26 HIGH PT ELEV-. 340.04 am �N M + n o F w N '- PROPOSED EDP EX R/W STA 12 +00 END TAPER, 8' RT NSTRUCTION BASELINE PVI STA: 12 +85.25 PV1 ELEV-. 338.40 K: 84.00 o w #1. ITPI o 'Fn RIM 338.85 z_. o IE 335.85 184 LF 12'0 CPEP ®0.705 0 0 HF , M n0 M Q a � a U LL] LL Z LLJ _ 2 J (n 2 W `U lW^ r VJ cQ G LEGEND: PROX EXISTING S' r . . GRADE ® CL SEE PV -1 PAVEMENT EW GRADE 0 C (TYP) o Z OD D (TYP �........N 4 -il ... .......... W Q w VARIES o o w #1. ITPI o 'Fn RIM 338.85 z_. o IE 335.85 184 LF 12'0 CPEP ®0.705 0 0 HF , M n0 M Q a � a U LL] LL Z LLJ _ 2 J (n 2 W `U lW^ r VJ cQ G LEGEND: H. DOUBLE YELLOW CENTER LINE (DYCL) NOTES: 1. ALL CATCH BASIN STATIONS R OFFSETS RELATE TO FLOW UNE, 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 MMA EXTRUDED PLASTIC. 4. DOUBLE YELLOW CENTER LINE (DYCL) PER WSDOT STD. PLAN M- 20.10 -01 m z< FLOW ARROW SDI STORM SEWER LINE ASPHALT SEE PV -1 PAVEMENT o Z OD D CEMENT GONC. 4 -il 1 SIDEWALK PP -O3 rt VARIES o 4 -13 —1—i CEMENT CONIC. CURB s 20 40 AND GUTTER PP -03 SCALE IN FEET Za TYPE 1 STD PLAN CATCH BASIN B5.20 -00 H. DOUBLE YELLOW CENTER LINE (DYCL) NOTES: 1. ALL CATCH BASIN STATIONS R OFFSETS RELATE TO FLOW UNE, 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 MMA EXTRUDED PLASTIC. 4. DOUBLE YELLOW CENTER LINE (DYCL) PER WSDOT STD. PLAN M- 20.10 -01 m z< 7' S' n N c T Z < ti A T L o Z OD D 4 cQ T VARIES o � s CEMEVT CONC. BARREN CURE AND GJT GENERAL NOTES_ 1. NO 'ON SKEET' PAR<NG PERM TTED. 2. REF-7 TD RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORVATIOV ON STGRM DRAINAGE, STREET LIGHTID.G, RAVEMENT STRUC -URE, ECT. 11' S' 7' S' n N c T Z < A T L VARIES o � Za ° s w 0 o w a COLLLC I OR' APPIZOKD Dwc, No. DES. DBN. C<D. DATE y 121%1JUU ftQM FOP, CONSTRUCTION Date:2 T - 3 Aopdent Services Engineer VAL EXPIRES: 7 /-LAS i � n n \ � � Of r � N N I n w Lu H LL' 0 W J U)_ 0 Q a D Z O Q � Z Q W Cri Z O IY ILL. 1 J ,N U 1 w 2 amt0 J GIBSON N 0 m z O z z x a O1 3�0 6N0 0 E3 m LLa i a °vw tbNN ' 3m3 I w�3 >m3 � a a Ro W Q OF U ED Q N � g LLI w LHURTADO BY: J GIBSON NOV. 19, 2012 0290.05 ntF No 290.0"P -01 N. PP -01 19 oE 21 O O ° s w 0 o w a 0 o m z a OU U U y U U U W W W W a a a a w w w w w Lu H LL' 0 W J U)_ 0 Q a D Z O Q � Z Q W Cri Z O IY ILL. 1 J ,N U 1 w 2 amt0 J GIBSON N 0 m z O z z x a O1 3�0 6N0 0 E3 m LLa i a °vw tbNN ' 3m3 I w�3 >m3 � a a Ro W Q OF U ED Q N � g LLI w LHURTADO BY: J GIBSON NOV. 19, 2012 0290.05 ntF No 290.0"P -01 N. PP -01 19 oE 21 i a E? 0 0 U O ZpN U 3 y U Q ° � o ma 1� E 2 n° oq Rw -'o a3 �z 0 No BEGIN STA END STA 0 LENGTH DELTA 10 + 15+22.70 500' 46.12' M c) 16 +16.24 16 +25.43 150' 9.19' 3.30'37.37 M d APP OV FOR CONSTRUCTION DRANING TILE No BY- _ Date: 2 'X 13 290.05-PP -02 DRAWNG No. Develop I &,,iwe Engi ., I APPROVAL EXPIRES: 2 7 I Y PP -02 LLI LLI LLI LLJ w Z � ✓ m J Cn < ✓ 2 Lu o U w QU3 c c � L t i O 0 M T- C/) LLI Z J 2 Q SEC 24, T 17 N, R 1 E,WM E ET - SEE SHEETS SD -01 AND SD -02 \ FOR DETAILS \ H. STA 15+65.16, 0.DO' LT END DYCL RADIUS R/W DEDICATION CB 12 TYPE 1 6.5' BASELINE SW BERRY VALLEY RD p r STA 15+20.10, 2.12' LT BEGIN DYCL RADIUS `PROPOSED EDP — EX R/W — CB /3 TYPE STA 16 +13.65 END S/W END CURB AND GUTTER 0 20 40 SCALE IN FEET ADA CONCRETE RAMP ,y \ \ STA 17 +50 \` N: 594935.16 -, y.; EXISTING ROADWAY E:1111B77.40 CENTERLINE T I EX EP 17 +00 STA 16 +25.43 MATCH EXISTING ROADWAY EX 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. R, 3 STA 17 +39.93, 27' L END ova \ STA 32.47, 36' R \ MATCH EXISTING \ ROADWAY \ BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (LC. 1252AZ) FOUND 2' BRASS DISK, TIN CASE, MARKED IS 27192' AT THE INTERSECTION OF YAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60. NGVD -29. 1 r/Y r�111 /- FLOW ARROW D -1 /D STORM SEWER LINE DASPHALT SEE PV -1 PAVEMENT CEMENT CONC. 4 -il SIDEWALK PP -03 CEMENT CONC. CURB 4 -13 AND CUTTER PP -03 TYPE 1 STD PLAN CATCH BASIN 85.20 -00 DOUBLE YELLOW CENTER LINE (DYCL) Il1Trf�- 1. ALL CATCH BASIN STATIONS k 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 MMA EXTRUDED PLASTIC. 4. DOUBLE YELLOW CENTER LINE (DYCL) PER WSDOT STD. PLAN M- 20.10 -01 ALIGNMENT CURVE TABLE No BEGIN STA END STA RADIUS LENGTH DELTA 10 14 +76.58 15+22.70 500' 46.12' 517.04.40 2� 16 +16.24 16 +25.43 150' 9.19' 3.30'37.37 0 0 0 0 PREPARED SUBGRADE 8' AGGREGATE BASE COURSE 2' CRUSH SURFACE TOP COURSE 3* ASPHALT CONCRETE PAVEMENT BERRY VALLEY ROAD - PAVING SECTION wwww REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION J GIBBON DRAM BY. L HURTADO APPROM BY: J GIBSON N NOV. 19, 2012 N a M M APP OV FOR CONSTRUCTION DRANING TILE No BY- _ Date: 2 'X 13 290.05-PP -02 DRAWNG No. Develop I &,,iwe Engi ., I APPROVAL EXPIRES: 2 7 I Y PP -02 SHEET No: 20 aE w X000 Q U Q W 2 Of W L— EL' O 11J (n LL. >- w Q a 0 Q Q O z Of I I LLI Q- 0 I--- Z O IY tL Q 1 amm N N m Z O z z x am 300 Q N H �mw o�w u. z = m ^U Ll �aw mryx �m3 >m3 v a z a V EL_ O Q 0 U 0 z Q Q W > STANDARD CITY OF YELM STREET SECTION REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION J GIBBON DRAM BY. L HURTADO APPROM BY: J GIBSON DAM NOV. 19, 2012 a 0290.05 APP OV FOR CONSTRUCTION DRANING TILE No BY- _ Date: 2 'X 13 290.05-PP -02 DRAWNG No. Develop I &,,iwe Engi ., I APPROVAL EXPIRES: 2 7 I Y PP -02 SHEET No: 20 aE w � � m a < s 0 o v O O O U N JU U U W W W W d d d d W W W 0 w w w w X000 Q U Q W 2 Of W L— EL' O 11J (n LL. >- w Q a 0 Q Q O z Of I I LLI Q- 0 I--- Z O IY tL Q 1 amm N N m Z O z z x am 300 Q N H �mw o�w u. z = m ^U Ll �aw mryx �m3 >m3 v a z a V EL_ O Q 0 U 0 z Q Q W > STANDARD CITY OF YELM STREET SECTION REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION J GIBBON DRAM BY. L HURTADO APPROM BY: J GIBSON DAM NOV. 19, 2012 a 0290.05 APP OV FOR CONSTRUCTION DRANING TILE No BY- _ Date: 2 'X 13 290.05-PP -02 DRAWNG No. Develop I &,,iwe Engi ., I APPROVAL EXPIRES: 2 7 I Y PP -02 SHEET No: 20 aE p 0 0 `t I O F V _N O V I a 0 0 3 °o iw E n° 8� o� rw o° a3 I° z SEC 24, T 17 N, R 1 E, WM NOTE: CITY REQUIRED ALL ILLUMINATION EQUIPMENT AND INSTALLATION TO BE PROVIDED BY INTOLIGHT. CONTRACTOR TO PROVIDE TRENCH, BACKFILL MATERIAL AND BACKFILLING OF TRENCH. CONTACT INTOLIGHT AT (425) 456 -2595 LEGEND ® TYPE 1 JUNCTION BOX PER WSDOT STANDARD DRAWING J -11a - - - - - -- CONDUIT 0— INTOLIGHT LIGHT STANDARD Ax WIRE NOTE OCONSTRUCTION NOTE 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 (8DO) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONSTRUCTION NOTES WSDOT STANDARD PLANS AND SPECIFlCA L1 INTOLIGHT TO IFURNISH AND INSTALL NEW LIGHT STANDARD. CONTRACTOR SHALL COORDINATE AS NECESSARY. L2 INSTALL TYPE 1 JUNCTION BOX. PER WSDOT STD PLAN J -11c L3 INTOLIGHT TO COORDINATE POWER SOURCE AND SERVICE CONNECTION. WIRING SCHEDULE RUN CONDUIT SIZE* WIRE /CABLE TYPE— WATTAGE — DISTRIBUTION #8 AEGROUND MAST ARM LENGTH REMARKS 1 11 4 2 * ILLUMINATION 2 1 1 4 SPARE W PULL STRING * 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. (H1) STATION, OFFSET BASE STYLE 1 * * ** OI NOT USED 2 * A ** HPS — 250 — MCIII * 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 1 * 8 25 14 +36 195 LT DIRECT BURIED 5 *_ A _ +* HPS - 250 — MCIII * 6 25 16 +12 19.5 LT DIRECT BURIED * LIGHT STANDARDS SHALL BE INTOLIGHT POLE ** SERVCE INSTALLED PER PSE /INTOLIGHT STANDARDS FOR CONSTRUCTION Date:?? / /? evt Services BDgineel AL EXPIRES: 2 /2 A 1-2w Y N M M 0 N O O T r N — I N I M J J W 7 004 f Q U Q W I Z Q J !1 Z I- 2 0 J Lu W W H W Q H Z O Of I ry Z 0 Z drvu C Q W J d H W 2 � Q � � w ClN2 N Nm3 0 >m3 l7 6 s S W Q Oo U � z a o � W i 42010 J GIBSON DRAW BY. L HURTADO AP% WD BT. J GIBSON DAIS NOV. 19, 2012 JOB Na 0290.05 DRANING NIE Na 290.05 -IL -01 IL -01 21 a 21 N N OI M \ \ O O W W Q Q � O O O W W W Z Q O O O N U U U W W W W 2 d d d O O O O W W W W N N N N S S S S w w w w — I N I M J J W 7 004 f Q U Q W I Z Q J !1 Z I- 2 0 J Lu W W H W Q H Z O Of I ry Z 0 Z drvu C Q W J d H W 2 � Q � � w ClN2 N Nm3 0 >m3 l7 6 s S W Q Oo U � z a o � W i 42010 J GIBSON DRAW BY. L HURTADO AP% WD BT. J GIBSON DAIS NOV. 19, 2012 JOB Na 0290.05 DRANING NIE Na 290.05 -IL -01 IL -01 21 a 21 i i / V rx / Snowberry Pacific Wax Myrtle — Point Reyes Ceanothus Goldenratn Tree Snowberry M� . Blue Atlas Cedar Salal rr� C�1 N " i c+ / CeanotFxie�- �1.;. \\ C Z Bergenta Perennial MIX � Rugoea Roae� / \$IIIItCHlg rase, Low amass Mix 'Emera id n Gold - Euonymus SITE MAP R claplre Pear PLANT LEGEND MID 3l5 LOW GROUNDCOVER MIX KIMNIKINNICK, PINK PANDA STRAWBERRY, PLANT SYMBOL Covlp4ct Ora: O CITY. COMMON NAME BOTANICAL NAME �\ SIZE 4 PLANT SPACING Frissla Locust LOW GRA95 MIX LITTLE SUNNY FOUNTAN GRASS, TUFTED HAIR GRASS GAL CONT, • 2 CC. • - -.; • 489 PERENNIAL MIX CATMNT, 'AUTUMN JOY' SEDUM, CREEPING SPURGE, 'AMTHEA' I GAL GOVT. • 2112 OL. - Boxwood N+ Play Area � YARROW, ERYSIMJM, MAT KNIGHT' SAGE Ine Rock Mulch -- I BIOSWALE SEED MIX (a• available from Cournry r} b b " 'Ivory Salk' Japanese teen Turf Fame) - Percerrtaga by weighU - -- ` e'LL'l 9,650 Sr. �y - -- — 9 DEODAR CEDAIR OEDRUS DEODAR b' MIN. HT, 54B Switchgrass W -.. W Weeping COLONIAL 13ENTGRASS -.. 12 BLUE ATLAS CEDAR CEDRUS ATLANTICA GLAUGA EROSION CONTROL SEED MIX - Percentage by 6' MM. HT, B!B i Low Grass, Mix Emerald r ` .lent: O C Green, 10 'SKYROCKET' JUNIPER ANIPERUS SCOPULORJM'SKYROCKET' 4. 6' MN. HT, 546/CONT. T EROSION CONTROF MIX (Derby, Citation or Pai fm) HTDRDSEED • n20 /ACRE xyr Play Area - 40% Red F". - 10% Bentgraae UZ 0 ' 10% Write Dutch Clover 15 GOLDENRAIN TREE KOELREUTERIA PANICULATA Z Q= 2" CAL- 12' -14' MIN. HT„ 846 (n - - - -- � • -- _. -- 6 PIN OAK QUEROUS PALUSTRIS 2" CAL„ 12'-14' MIN. HT, 545 3 FRISSIA LOCUST ROBINIA PBEUDOACACIA 'FRI881A' 2" GAL„ D' -14' MIN. HT, B4B • 28 REDSPIRE PEAR PYRUS CALLERYANA NED5PIRE' 2" GAL, 10' -12' MIN. HT, 1345 W co • 4 'IVORY SILK' JAPA ESE TREE LILAC STRINGA RETICULATA 'IVORY SILK' 2" CAL, e' -10' MN. HT„ B45 a 12 LAVALLE HAWTHAIRN CRATAEGUS X LAVA-LEI 2" CAL, 12' -14' MIN HT, 5015 • 35' OZ. w c, � 4 ' t��gW U eE W 0--I 6 LL W w IS NNE MAPLE ACER CIRCINATUM � IVG -1" CAL, S' -14' HT, 154B /CONT. U / jLK Q sheet z - -- - 1 SILK TREE ALBIZIA JULIBRIS81M 6413 /CT. Q � 4 PURPLE WEEPING BEECH FA.GU9 9TLVAiIGA PENDULA B40/CONT. r 2 SNOWBALL VIBURNUM V1I5UF UM OPULUB 'ROSEUM' S GAL. COAT. / 30" MIN. HT. 1345 • 4 -6' OL. 62 SNOWDERRY SYMPHOROCARPOS ALBUS 5 GAL. CONT. / 30" MIN. HT. 548 • 4 -6' OZ. 13 HYDRANGEA HYDRANGEA MACROPHYLLUM 5 GAL. CONT. / 30" MM. HT. B46 • 4 -6' OL. / / - ' - - - 14 -- 25 BUTTERFLY BUSH PACIFIC WAX E BUDDLEIA 'WHITE BALL' MTRICA 5 GAL. CONT. / 4' MIN. HT. 5415 • 3 -5' OZ. 5 GAL. COAT. / 4' MN. HT. B4B • 3-5'0r—. - Deodar Cedar / ® T 4 'EMERALD GREEN' ARBORVITAE EE4' RHODODENDRON - i CIPENTALIS RHODODENDRON 'TR RWOD )0ENPRCN `T1R DE WEBST E LLEB8TER' 5 GAL. CONT. / 4' MIN. HT. 1340 • 3 -5' D.C. 5 GAL. CONT. 4' MN. S RHODODENDRON • 2 RHODODENDRON 'GRADE BEABROOK' A / HT. 13415 • 3 -5' OL. 5 GAL CONT. / 4' MN. HT. 1345 • 3 -5' OL. b RHODODENDRON - 3 RHODODENDRON 'UNIQUE' 9 GAL COAT. / 4' MIN. HT. 1345 • 3 -5' OL. b O 25 135 YUCCA RUGOBA RASE ROSA I LGOSENTOBA ' RASA Id1Ci08A '7UM 2 -5 GAL. CONT. / 30" MIN. HT. 545 • 244_4' OZ. 2 -5 GAL. CONT. / 30' MIN. HT. 0413 • 21y -4' OZ. 105 Bw1T W mui o ' QUAW' PILAUS MU O VAR,JM 'SriJAW' 2 -5 GAL. CONT. / 30 MIN. HT. 1545 • 2V, -4' OZ. 20 ORANGE MIN. OTTO LU•I LAUREL PR NUB L�AUROCERASSUS 'OTTO WYKEN' 2 -5 GAL. CONT. / 30' NT. 6413 • 2-4 OZ. 40 S IREADMC ENGLISH YEW TAXUS 13ACCATA 'REPMJDENS' 2 -5 GAL. CONT. / 30' MUL HT. 6415 • 21,2-4'0.G 0 ® - 164 I BALAL GAULTHERIA SHALLON 'GREEN I 2 -5 GAL CONT. / 30 MIN HT B4B • 2V2 -4' or X311 •i I Gf Z9 *REEN BEAUTY' ISOXWOOD RIMS MiC. JAPONICA BEAUTY' 2 -5 GAL CONT. 130" MIN. HT. 13#13 • 2!h -4' OL. < - •'„� 15 SWORD FERN POLYSTICHUM MUNITU`T 2 -5 GAL. CONT. 130" MIN. HT. 13413 • 2!h -4'0.C. 152 COMPACT OREGON GRAPE MAHONIA AQUIFOLIUM 'COMPACTA' 2 -5 GAL CONT. / 30' MN. HT. 1345 • N OL. \ - # 236 5ER3ENIA CORDIFOLIA GAL. CONT • 2.3 Oc ,.. a' r;1 - - � HARDY Y G HARDY GERANIUM T T VARIETY' U'7 MACR94EII 'RAI I GAL CONT • 2 3 OL 1- _ A '4• b 66 166 EMERALD N GOLV EUONTFN9 SUCNY EM EUONTFNB FORfUJEII 'EMERALD N GOLD' -D NS GOLD' I GAL. COAT. • 2-3 OZ. J( A 0 266 POINT RETES CS' CEANOTNUB GLORIO'LI 'POMT RCESS' I GAL. CCNT • 2 -3 OL. \ O 53 SPIRUS 'LITTLE PRINCESS' SPIREA I A JAPONICA 'LITTLE PRINCESS' 1 GAL. CONT. • 2-3- OZ. 113 DWARF YOUPON HOLLY ILEX V ILEX I GAL CONT • 2-3' OZ. - ,�- I5 &LEFT WUVER F IM ODORA M GALIST 'VANCOUVER I GAL. CONT. • 2 -3' OL. 1IS VANCg1DO DOLT? GENISTA PILOSAIJM GENIBTA PILOSA GOLD' I GAL. GOAT. • 212' O.C. <r, MID 3l5 LOW GROUNDCOVER MIX KIMNIKINNICK, PINK PANDA STRAWBERRY, I GAL. COAT. • 21y OZ. Covlp4ct Ora: O �Swltchgrass -r CREEPING TAIWANBERRY �\ COARSE ROCK MULCH Frissla Locust LOW GRA95 MIX LITTLE SUNNY FOUNTAN GRASS, TUFTED HAIR GRASS GAL CONT, • 2 CC. • - -.; • 489 PERENNIAL MIX CATMNT, 'AUTUMN JOY' SEDUM, CREEPING SPURGE, 'AMTHEA' I GAL GOVT. • 2112 OL. - Boxwood N+ Play Area � YARROW, ERYSIMJM, MAT KNIGHT' SAGE Ine Rock Mulch -- I BIOSWALE SEED MIX (a• available from Cournry r} b b " 'Ivory Salk' Japanese teen Turf Fame) - Percerrtaga by weighU - -- ` e'LL'l 9,650 Sr. 13105WALE MIX - 40% TALL FESCUE - 30% PERENNIAL RYEGRASS HYDR08EED • 220 /ACRE t'LL Rugosa Rose - 20% CREEPING RED FESCUE Switchgrass W -.. W Weeping COLONIAL 13ENTGRASS -.. M } + + He, ° • EROSION CONTROL SEED MIX - Percentage by i Low Grass, Mix Emerald r ` .lent: O C Green, > � J 4. Arborvitae T EROSION CONTROF MIX (Derby, Citation or Pai fm) HTDRDSEED • n20 /ACRE xyr Play Area - 40% Red F". - 10% Bentgraae PLANT MIXER Snowball Viburnum 3l5 LOW GROUNDCOVER MIX KIMNIKINNICK, PINK PANDA STRAWBERRY, I GAL. COAT. • 21y OZ. Covlp4ct Ora: O �Swltchgrass -r CREEPING TAIWANBERRY �\ COARSE ROCK MULCH 501 LOW GRA95 MIX LITTLE SUNNY FOUNTAN GRASS, TUFTED HAIR GRASS GAL CONT, • 2 CC. • - -.; • 489 PERENNIAL MIX CATMNT, 'AUTUMN JOY' SEDUM, CREEPING SPURGE, 'AMTHEA' I GAL GOVT. • 2112 OL. - Boxwood N+ YARROW, ERYSIMJM, MAT KNIGHT' SAGE Ine Rock Mulch -- . Spreading English Yew BIOSWALE SEED MIX (a• available from Cournry Rhododendron " 'Ivory Salk' Japanese teen Turf Fame) - Percerrtaga by weighU - -- ` e'LL'l 9,650 Sr. 13105WALE MIX - 40% TALL FESCUE - 30% PERENNIAL RYEGRASS HYDR08EED • 220 /ACRE t'LL Rugosa Rose - 20% CREEPING RED FESCUE Switchgrass W -.. W Weeping COLONIAL 13ENTGRASS -.. M } + + He, ° • EROSION CONTROL SEED MIX - Percentage by „ At• yl • MI .lent: O C � O > � -40% P4 Ial Turf Type Rye Graee 4. + 14,610 SF. EROSION CONTROF MIX (Derby, Citation or Pai fm) HTDRDSEED • n20 /ACRE - 40% Red F". - 10% Bentgraae UZ 0 10% Write Dutch Clover >- z Snowball Viburnum COMXJN NAME y� • • Sweet Woodruff �.,y S„'•�?r`^ FIB. MULCH Covlp4ct Ora: O �Swltchgrass -r el- �\ COARSE ROCK MULCH - cam.- r- «,...,.,;^ VERIFY COLOR WITH OWNER. fl T Vine Maple _ - Boxwood N+ ...Hydrangea Ine Rock Mulch -- . Spreading English Yew Rhododendron 'Ivory Salk' Japanese WI - -- Snowball Viburnum W CORD Mexican Orange - _.: - ....._.. Rugosa Rose • Switchgrass W -.. W Weeping W -.. Beech He, ° • _ , I aY��R3k! At• yl • MI O C � O > � Z 4. U 0O Low Gcover° J b \ n� ROCK MULCP LEGEND SYMBOL COMXJN NAME DESCRIPTION �.,y S„'•�?r`^ FIB. MULCH 2" MINUS WASHED DRAN ROCK, INSTALL 4" DEPTH OVER MIRAFI FILTER FABRIC. VERIFY COLOR WITH OWNER �\ COARSE ROCK MULCH 4 " -8" DIA COBBLES, INSTALL 4" DEPTH OVER MIRAFI FILTER FABRIC. VERIFY COLOR WITH OWNER. BOXWOOd - •� A t 1'I u + Hardy - Geranium Sword Fern _ vine Maple 6wttchgrass r "• v �' �' t Dwarf Mugo Pine Dwarf Yaupon Holly Silk Tree A' v " d4r b Bergenia� ' b Pacific Wax Myrtle NORTH Mix \ \ — r r , 'Rmerald n Gold a Perennial Mix Euonymus -- t+ V 'Emerald n Gold' l warf Yaupon / a I Eucnymus 1 Low over Mix L.ow Grass Mix }+ c F"w6ri'lal Mix Hydfpaeed + } G 1 Low Grass Mix - ' ' 1 \ $wit rags " - + LL ° dng �' Redapire Pear � + + '.' r ', -'. %gosa Rose `• + ' * _ I PerenrllaI Mix— _ 'Emerald n GO ::I EuonymU. ?, Swltcherasa ++ \ \ —Low Graee Mix Rugosa Rose - --KLow Gcover Mix 'c,�.,,,•�ef'— — - 0 20' 40' 60' Goldenrain Tree SCALE: 1"=20'-O" ,,— Snowberry Blue Atlas Cedar — Point Reyes Ceanothus T- Juniper ' " \ mix b i } } n ^S }} Lavalle Hawthorn Yucca c 35 O.c' Dwarf Mugo Pine STATE OF WA HINGTON LI ENSED LANDSCAPE 4RCHITECT .c-7 JEFFREY 'GLANDER LIC5[J��NO. 405 EXPIRE N 02 ,06 -2013 r' 4-' O fl T _ i T Ine Rock Mulch -- O 'Ivory Salk' Japanese - - -- - -- -- -- _Coarse 17ock Mulch Tree Lilac - _.: - ....._.. ____ Law Grass Mix Perennial Mix Dwarf Mugo Pine Low Gcover Mix 11'ucca L . STATE OF WA HINGTON LI ENSED LANDSCAPE 4RCHITECT .c-7 JEFFREY 'GLANDER LIC5[J��NO. 405 EXPIRE N 02 ,06 -2013 r' 4-' O O N L O C � O > � N aO M 4. U 0O UZ 0 >- z Z Q= (n 6 LL�c LL i `W} OD Ci W co a �a o w c, � 4 Z t��gW U eE W 0--I 6 LL W w me V1 � U a jLK Q sheet z L -1 Q of 5 SITE MAP NTS n. y _.... C % / r • �Tr P61nt as eanot ,e G61denra Tree I-scific Wax o j / $ Myrtle , f i i Cniete �'° / j / / " /�• Hydroaeed lip / i.' pact Oregon i� �� Lawn rape ®3' o.o. ` ° �Even. Ac t re� G B1u- eAtlaa �e eci Agent ar F). /Tree a. Peodar Cedar Hydrangea Q � Point Reyes � ' @alai Ceanothus Spreading English Yew Emerald Grebq Switchgrass - " Rhododendron Arborvitae �? - ° / / / y,,, - Butterfly ESUah .7 l iy y i Redspire Pear / Rhododendron i , ° - Lbw farase Mtx -... 0 'Emerald n Gold' Euonymus Bergenta 'i .�. f5warf Yau/p on ' /u ' ! ,� Swttchgras Holly ✓r Rugosa Rose s ,Kow Grass Mix - e f;6ugosa Rose r Switchgraes a �J'� � r srdsptre Park ,'Emera ld n Gold' , /� r � � R Euonymus /Vancouver Gold i o l C G�ect a 2�2' o.c. / r , r / a e ® Oregon r p / pvgn ;aid. AcAccgent Tree/ / ent Perennial Mix 'Emerald n Gold' Euonymus -Dwarf Yaupon Holly odar Cedar r 4 / Pear f 2 r i I 9 Low Grass Mfx ' % / // • '/ Perennial Mix SWitd'lgra i s. p r' 15, RodE MulGa l � / LowJ Nie Rock Mulch ° rm Ht. Be ' • Low Grass Mix J ass Mix s Low Grass Mix a, 'Emerald n Gold Euonymus I W Pererml4l Mix o V`k f 'Frau Da mar Hastrup / i * Rugosa Rose a - Perennial Mix :. W H Low Geover Mix Dwarf Yaupon Holly, 6 $Witchgrass _ • Switchgrass ;h Butterfly Bush _ Bergenla 'r W s" Ht. I W ,Fedesrtrian oriented r. c roar enhancemeht Dwarf Mugo Pine lb sign to be 1 �Zdet fined) t d r DwLrF ' o � � � HydLawn osa e � Redspire Pear - r W - �� 36 Ht. Berm � -i � V 12 Pacific {)ax Myrtle Low Grass Mix I V \ •�. e " _ 1Emsrald Green' Arborvitae Low Groundcover Mix— $ z '" -4� �� '� a� ;•,� + Switchgrass 'Emerald n Gold' Euonymus -1 'Little Princess' Spires Redspire Pear a,t, osa Rose _ Dwarf Mugo Pine — ' Yucca �j �Swltd�ress —� ° S \ F� c 12 t. Berm \X PI ak Fine do Mulch" `• Coarse k Mulch •v .il•F ^ }`� Otto ken Lauren --� A �t Tres — Low Csrase MFx - 'Fra_ir,�iagmar Hastrup' Rugosa Rose — Gcover Mix NORTH 0 20' 40' 60' SCALE: 1 "= 20' -0" STATE OF WASHINGTON LICENSED' LANDSCAPE ARCHITECT ffR�Y B. G NDER LIRSON' EX LI- 06- 26-2 1/ CENSN013 Q d , ° Yucca `Yv o�y Silk Japanes Tree Lilac Coarse RockMulch- L - ------- - - -- Lavelle Hawthorn N O r ' > ¢ 3 U N � n v ___ a 35' oz. t U O � Flne Rock Mulch --� A �t Tres — Low Csrase MFx - 'Fra_ir,�iagmar Hastrup' Rugosa Rose — Gcover Mix NORTH 0 20' 40' 60' SCALE: 1 "= 20' -0" STATE OF WASHINGTON LICENSED' LANDSCAPE ARCHITECT ffR�Y B. G NDER LIRSON' EX LI- 06- 26-2 1/ CENSN013 Q d c 0 L O c N O r ' > ¢ 3 U N � n v 0 L t U O � UZ O z Z_ S � f� W °U N OA W TaT�a E V N 9 z w4 q J �' W h�l I 6 L) �C) a W :.p ag b g Q Cn W � a a.. a� sheet V) z L -2 J of 5 i Ar SYMBOL MFR CATALOG Nl DESCRIPTION RAINBIRD /HUNTER 1804 / MPCORNER 4" POP UP LAWN SPR. W/ ADJUSTABLE ARC SPRAY RAINBIRD /HUNTER 1804 / MPI000 SERIES 4" POP UP LAWN SPIR. W/ 90' -210' 4 360' ARC SPRAYS RAINBIRD /HUNTER 1804 / MP2000 SERIES 4" POP UP LAWN SPR. W/ 90° -210 °, 210° -210° 4 360° ARC SPRAYS / RAINBIRD /HUNTER 1804 / MP3000 SERIES 4" POP UP LAWN SPR. W/ 90 °-210. 4 360° ARC SPRAYS RAINBIRD /HUNTER 1804 / MP STRIP SERIES 4" POP UP LAWN SPR. W/ SIDE STRIP SPRAY %// ►� FEBCO 850 11/2" 11j2" DOUBLE CHECK VALVE B,4CKFL0W PREVENTOR A B 4 K 101 -900 SERIES BRASS BALL VALVE W/ BRASS UNIONS (MATCH LINE SIZE) RAINBIRD 3RG 9j4" BRASS QUICK COUPLER VALVE O WILKINS 20ID 3q" ANGLE VALVE FOR MANUAL DRAIN ASSEMBLEY W/ KEY EXTENSION NOT SHOWN NETAFIM TECHLINE TECHLINE SHUT -OFF VALVE, INSTALL PER DETAIL t 4.44 * NETAFIM 10 -CV -01 OPERATION / PRESSURE INDICATOR STAKE WITH FOGGING NOZZLE HUNTER PGV -1016; 1" ELECTRIC REMOTE CONTROL VALVE W/ FLOW CONTROL HUNTER PGZ- I01 -40 I" DRIP ZONE KIT WITH I" PGY VALVE, NYI0O FILTER SYSTEM AND 40 PSI PRESSURE REGULATOR NOT SHOWN HUNTER SOLAR SYNC SOLAR SYNC SENSOR AND MODULE, INSTALL PER MANUPAGiURER'S INSTRUCTIONS. © HUNTER I ICC- 1200 -M 12- 57ATION BASE CONTROLLER IN METAL CABINET r / 1Q5O..f. / ;� NETAFIM TLCV4 -18 TECHLINE W/ .4 GPH EMITTERS W /GHEGK VALVES - IS EMITTER INTERVAL 'r 3.10 GPM PI /rte PRESSURE MAINLINE, SCH. 40 PVC PE, INSTALL e IS i, DEPTH (24" UNDER PAVED AREAS) lip� LATERAL LINES, CLASS 200 PVC PIPE, INSTALL a 12" DEPTH (24" UNDER PAVED AREAS) Plan Is dla ramatic. Locator eu9al�aro and i = °L��- GLASS 200 PVC PIPE SLEEVES, INSTALL m 24" DEPTH egwpmerrt in landecepe SUPPLY HEADER 314'' UNLESS OTHERWISE NOTED, GLASS 200 PVC PIPE, INSTALL m 12" DEPTH 7 areas. NOT SHOWN "14 -AWG DIRECT BURIAL LOW VOLTAGaE WIRE, RED =SIGNAL WHITE =COMMON \ice / /�-- p �i • CONTRACTOR SHALL CONTACT CONTROLLER MANUFACTURER'S REP. TO ARRANGE FOR TRAINING TO PROGRAM CONTROLLER TO PROVIDE 3A i / i� SEASONAL E.T. -BASED WATER - EFFICIENT IRRIGATION. �� i'J� Il �� i "• BURY TECHLINE AT A CONSISTENT DEPTH OF 4" BELOW FINISH GRADE. LINE SPACING SHALL BE 18" O.G. mot' I "V SHEET NOTES VALVE GNART %I Stub °°F VALVE GPM SIZE D.Z. KIT Future Knee fort / 1. See details and specifications for additional information. I future Zone 1 / expansion 1, �,� 2. Plan is diagrammatic. All piping, laterals, and wire to be located in bed or lawn areas where appropriate. I 8.18 1° Y -i- X94- _}u.. // 3. Pipe sizes are to remain constant between pipe size Doll -outs. - 4. Locate all mainlines within the project limits. 5. All work shall be performed to the satisfaction of the Landscape Archite6t /Owner. 'T r -41r - / 6 26.86 11/2" / _ 1 •� /} 6. Install drip irrigation following manufacturers recommendations. For clarity, the irrigation plan shows only recommended pvc / 34' supply and exhaust headers and a hatch showing the area of dripline. Chntractor shall install headers and dripline as 1 2122 described in the plans, equipment list, specifications and details. 8 6.41 1" Y 7. Do not exceed the manufacturer's recommended maximum length of a single techline lateral (or multiple laterals fed by a 9 4.94 1" Y single techline lateral) for the inlet pressure. The following max.'s are listed by Netafm (for TLCV- 4 -18): 10 10,22 1" Y 1 3 -0, 45 psi - 664 l.f. II 11.9 Y 35 psi - 579 I. f. 25 psi - 459 3/a J. 12 14.4 I" 15 psi = 151 J. 13 143 I" Y 2" Mainline ``�' 14 // 16 9.51 I" Y 16 4.05 ill i 1A / / ' f 212 e. _ - Estimated Irrigation Water Liso f. / Y f /�, / ow GPM 3/a - - `` /y! Using the formula EWU = (HA x PF x CF x ER) / IE 3/ 1,.' Hydrozone Plant Conversion Evapotran Irri a6on 3/a a _ / Hydrazones Area apira6on g Estimated Water Use Factor Factor Efficiency (square feet) �� Lawn area Rotating spray nozzles 13,633 0.85 0.62 14.49 0.75 140,843 gallons Med plantings (shady areas) Drip 1,665 0.50 0.62 14.49 0.90 8,310 gallons 030 GFM F .3 . ; / Drought Tolerant Plantings (sun) Drip 26,563 0.30 0.62 14.49 0.90 79,546 gallons 3/ Storm Pond & access dme Hand water to establish only' 24,633 0.00 0.62 14.49 0.50 0 gallons a Unirrigated play & rock mulch areas 7,225 0.00 0.62 14.49 1.0 0 gallons Ii /2 „6I. 4'SI. " 11/2,r SI. -J /a `%" , -.I� TotalAm a 73,819 228,698 gallons 11/7 J 6L. , ° Ak - = °✓ t '., '� ' Annual water budget for the facility = 352,843 gallons, 3.10 gals /s.f. /year Budget for the first year would include additional water for plant establishment, including landscaping within the storm Pond, 3/ 2 + + '/ I" and would be 70,752 cubic feet (589,262 gallons) 6 A /j , . 3,450 n.f. N 218 GP = j/ 1032 GPM 1 I 830 s.L 064 GPM / / _J + 45 GPM // i� <_ 281 e.f. I /. � > / me5 GPM WALL -MOUNT CONTROLLER ON EXTERIOR WALL. W L. GEN. CCNTR TO /1 PROVIDE POWERNE CONTROLLER LL / AND CONDUIT 70 NEAREST L r z/4 'C LANDSCAPE MED. - 135 Of- i // 112 s.f. 0 2.11 GPM Osl GPM IiJ lea 6.L W 01.6 GPM H� 3/4 , /iii i/ 3 /4 „ 3j, Imo\ NORTH TH 3/4 . /�i /\ i/ _ % /j; "/ 3 /a" ISO S.F. I +; %? LLJ 0 20' 40' 60' '3 L 11/2:: 61. 11/2 6 1. Z 169 ST. � e.f. / i N � � � �. , .'i� � }� SCALE: 1"=20'-O" J msm GPM L m3m GPr1 ��j L i/ , r /i i sGPM ° I lie + +� STATE OF 'V'ASHINCTON \ / LANDSCAPEARCHITECT 24 2 eS. 1l63 GPM 0.11 GPM i k JF2FP B. GLANDER LICENSE N0.405 III " ' 1 EXPIRES ON 02-06-2013 1021 ef 541 GPM 111 1"� V / � 3/a 3/a -- - ..___ "+ -- -_gam � � - - •x+ . ++ 020 GPM '025 -sGPM -- -- _- .---- - -_ - -' 059 GPM msb GPM ____...__ - - - - -- -- POG new 1^ irrigation meter meta lied by genera 0161 GPM - `._�nI- },eFB? ItuJ- - - mb1 GPM - --- City of Ye1rt1. bee civil plane for more Informditon._ -- -- -- - _ - - -- -�� -- I - SITE MAP m 0 v 0 0 d d 0 o C M C a 3 _0 m Y N o \ a Z 0 `V Z I Z a= 0 3 �I � r Q'i 40 d W ZV U �aOQ �a V1 d S y M Q J r� U F 1�1C)m 3ga Z U iat O V1� a eOm sheet !Q V L -3 of 5 i / /1 n Ilk ,r 8 - -FF ry PHASE 2 { i PHASE 1 . .A a Fry r'° S � C✓� 3 e�e;'"1 rrhe F.5 / / / / SITE MAP ' NTS , 1,680 O / 4b8 f;ypl -I "iii " All iA III /2" 91. ,� -•��/ / / / 450 GPM u r FA / / / / / / / I I I I NORTH 01 GPM ___ _._ -- - -��•f� �i9-eP ___ . - -. 035 GPM 010 GPM � 20' 40' 60' -- - - SCALE: 1"=20'-O" WATER EFFICIENO"r NOTES These final landscape and irrigation plans address the following requirements: • Specify water efficient plant species for the Pacific Northwest. highly ht tolerant to add seasonal interest particularly in shaded locations near The majn y, t et plantings arc drought an, cmrt. A small number rm,a all were incorporated oxen perform may not be considered Ig y oh a l r a t , e y the fuoulTy. Whether or not these plants are considered brought all plants chosen perform will under normal wndinons with a limited mount ofsupplemental water. • Choose irrigation devices and design the irrigation system to positively prevent runoff or overspray onto impermeable hardscape under all conditions regardless of wind or possible equipment misalignment. 'f nrm and areas. This irrigation s stem has been specifically designed to reduce water, eliminate mu off Drip educe wa is specified in el we areas and high e e irrigation MP Rotators are spew tad is farm andm p y p- y g , and reduce water bills. We feel we have designed the imgauoo system to the Idghest stmldard to oomph fully with the requirements of the city . a have been assigned to areas with dissimilar water or scheduling requirements. For example; separate zones have been stations /zones tree zone. 9 g 9 P P bean designed for shrub /tree areas, lawn areas, shady areas, sunny areas, drip irrigation and rotating sprinklers. • Irrigation heads have been located dosed on a thorough evaluation of physical, environmental, and hydraulic site conditions, including wind. The design must not permit sprinklers to oversproy onto impermeable hordscape under any condition. As with my irrigation &e sign, field adjusumats are expected and may be required to fully satisfy this requhemeat. • Drip irrigation has been specified for all zones planted in one - gallon or larger size. • In lieu of a weather -based irrigation) controller, a Solar Sync ET sensor and compatible Smart controller have been specified. • Check valves have been specified where necessary to prevent low -head drainage. DRIP IRRIGATION DETAILS NOTE_ SEE SHEET L -3 FOR MORE IRRIGATION DETAILS, INCLUDING DRIP ZONE CONTROL VALVE. TECHUNE SHUT -OFF VALVE OR MANUAL DRAIN VALVE ASSEMBLY dop PLUMBED TO PVC - INSTALL / AT LOW POINT(S) IN THE ZONE (SEE DETAIL) / AREA PERIMETER (BED EDGE) / Ii—NETAFIM TECHUNE CV DRIPLINE ON SLOPES, RUN PARALELL TO CONTOUR LINES f (SEE EQUIPMENT LIST) / 3/4" PVC EXHAUST MANIFOLD REMOTE CONTROL VALVE WITH DISC FILTER AND PRESSURE REGULATING VALVE (SEE DETAIL). PfRIMETFaR LATERALS 2' TO 4 FROM BED EDGE COMPRESSION TEE PVC SUPPLY MANIFOLD (SEE PLAN FOR SIZE) SUB - SURFACE IRRIGATION LAYOUT PLANT MATERIAL WALK OR CURB DRIP SYSTEM OPERATION INDICATOR #' TUBING: POLYETHYLENE DISTRIBUTION TUBING RAIN BIRD PT 025 INOERT FITTING: }" SELF - PIERCING BARB CONNECTOR PVC LATERAL ®_ � j' BARBED INLET _ — PROTECTIVE FLANGE NOTE IF NEEDED, USE XERIMAN IDOL XM -TOOIL TO INSERT BARB CONNECTOR 01mCRY INTO J- POLYETHYLENE }USING. DRIP ZONE OPERATION INDICATOR NTS STATE OF ARCHITECT NO. 405 0206 -2013 I I i L DRAIN VALVE DISTRIBUTION TUBING (TYP.) 'APE DRIPLINE EMITTER REMOTE CONTROL VALVE WITH IN -LINE FILTER, BALL VALVE AND PRESSURE REGULATOR PVC SUPPLY HEADER (TYP.) START CONNECTION EDGE OF LANDSCAPE BED PLACE ALL LINES 2 " -4" FROM EDGE OF PAVING. SEE LANDSCAPE DRIPLINE LATERAL DETAIL ON THIS SHEET FOR LANDSCAPE DRIPLINE CONNECTIONS DISTRIBUTION TUBING (TYP.) SUBSURFACE DRIPLINE ISLAND LAYOUT NTS 6" VALVE BOX (INSTALL PER SPECS) (TO EXHAUST HEADER) "-V �Techllne SHUT -OFF 314" GRAVEL SUMP VALVE #TLSOV (BLANK TUBING MAY (1 CUBIC FOOT) �9E ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) DRIP LINE MANUAL DRAIN VALVE OR TECHLINE SHUT -OFF VALVE NTS LINE FLUSHING VALVE _ OR MANUAL DRAIN VALVE �( PLUMBED TO PVC PVC EXHAUST HEADER PVC SUPPLY HEADER Techline START CONNECTION OREMOTE CONTROL VALVE WITH `DISC FILTER AND PRV AREA PERIMETER ! Techline TUBING LATERAL PERIMETER LATERALS 2" TO 4" FROM EDGE DRIP LINE CENTER FEED LAYOUT PVC SCH 40 TEE OR ELL PVC LATERAL PIPE, SIZE VARIES te' 0 a COMPRESSION ADAPTER COMPRESSION COUPLING � LANDSCAPE DRIPLINE TUBING: NETAFIM TECHUNE CV TLCVB -18 te' LANDSCAPE DRIP LINE LATERAL CONNECTION NTS PLANT MATERIAL WALK OR CURB DRIP SYSTEM OPERATION INDICATOR #' TUBING: POLYETHYLENE DISTRIBUTION TUBING RAIN BIRD PT 025 INOERT FITTING: }" SELF - PIERCING BARB CONNECTOR PVC LATERAL ®_ � j' BARBED INLET _ — PROTECTIVE FLANGE NOTE IF NEEDED, USE XERIMAN IDOL XM -TOOIL TO INSERT BARB CONNECTOR 01mCRY INTO J- POLYETHYLENE }USING. DRIP ZONE OPERATION INDICATOR NTS STATE OF ARCHITECT NO. 405 0206 -2013 I I i L DRAIN VALVE DISTRIBUTION TUBING (TYP.) 'APE DRIPLINE EMITTER REMOTE CONTROL VALVE WITH IN -LINE FILTER, BALL VALVE AND PRESSURE REGULATOR PVC SUPPLY HEADER (TYP.) START CONNECTION EDGE OF LANDSCAPE BED PLACE ALL LINES 2 " -4" FROM EDGE OF PAVING. SEE LANDSCAPE DRIPLINE LATERAL DETAIL ON THIS SHEET FOR LANDSCAPE DRIPLINE CONNECTIONS DISTRIBUTION TUBING (TYP.) SUBSURFACE DRIPLINE ISLAND LAYOUT NTS 6" VALVE BOX (INSTALL PER SPECS) (TO EXHAUST HEADER) "-V �Techllne SHUT -OFF 314" GRAVEL SUMP VALVE #TLSOV (BLANK TUBING MAY (1 CUBIC FOOT) �9E ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) DRIP LINE MANUAL DRAIN VALVE OR TECHLINE SHUT -OFF VALVE NTS LINE FLUSHING VALVE _ OR MANUAL DRAIN VALVE �( PLUMBED TO PVC PVC EXHAUST HEADER PVC SUPPLY HEADER Techline START CONNECTION OREMOTE CONTROL VALVE WITH `DISC FILTER AND PRV AREA PERIMETER ! Techline TUBING LATERAL PERIMETER LATERALS 2" TO 4" FROM EDGE DRIP LINE CENTER FEED LAYOUT 0 a C O L O C ° 70 N C f >C a 3 � 00 � o \ ay Q 0 aZ o `U} Z Z QW I� 00 W � Q � a GO /a s k F+1 B Ld V1 O F y W k U C) V 1V1 ad a sa y�n 0 �4 ad ;- sheet /Q V L -4 of 5 FINISH SPRINKI RAWBIF SA -12`, ASSEME EQUAL TTING POP -UP SPRINKLER ASSEMBLY NTS NOTE: ALL WIRES TO BE INSTALLED AS PER LOCAL CODES. NO "IN -UNE" WIRE SPLICES ALLOWED. TAPE AND BUNDLE WIRES EVERY 20 FEET. PROVIDE EXPANSION COILS AT EACH VALVE - WRAPPING WIRE AROUND 1/2" PIPE 15 TIMES. ALL THREADED CONNECTIONS SHALL BE MADE WITH TEFLON TAPE, SHED. 80 PVC UNION LATERAL PIPE TO SPRINKLERS f LOW VOLTAGE WIRES-- �$ "J 1 CU. FT. DRAIN GRAVEL BELOW VALVE M SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH. (2)- BVC WOOD TREE STAKES (MIN. 6- HT.) 2" MULCH IN BASIN 3" WATER RETENTION BASIN (IN SHRUB AND GROUNDCOVER AREAS ONLY) FERTILIZER TABLETS PLANTING PIT SHALL BE A REMOVE BURLAP FROM MIN. OF T NICE TOP 2/3 OF ROOT BALL THE FOOTBALL DEPTH BACKFILL SOIL MIX COMPACTED MOUND OF BACKFlLL SOIL MIX NOTE: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. SHALL BE A MINIMUM OF TWICE THE ROOT - BALL DEPTH MULCH WATERING BASIN BERM FERTIUZER TABLETS, 2 " -6" DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLASS OR TREATED). BACKFlLL SGL MIX TREE PLANTING AND STAKING DETAIL SHRUB PLANTING DETAIL NTS (CONT., B & B) NTS WDTH VARIES REFER TO PLAN CONTINUOUS OUTER ROW OF FINISH GRADE - AREA FOR SPACING PLANTS SPACED "X" ON CENTER (INCLUDING BED ADJUSTMENT AND SET BACK FROM THE MULCH) PLANTING BED EDGE 2/3 "X" TO 3 MIN.; REFER FOR SPECIFIC } } 2/3 "X' BEDS, SHRUB FLUSH ,:. (B BERM ERM &CROWN HTS. } EDGE OF PLANTING BED O LAWN AREA } } } -SUB-BASE } }\ } }\ } } + } } MATERIAL _ /_ \ / +_} ASPHALT iC } /'I\- /W\� }/ \ } PAVING - NATIVE SOIL FINISH CONCRETE CURB OR TOPSOIL FILL, - REFER TO TRIANGULAR SPACING VATHIN 2/3 "X" ADJACENT PAVEMENT SPEGFl QNS CATI FOR SOIL TYPE PLANTING BED �( NOTE: GENERAL CONTRACTOR SHALL REMOVE SPECIFIED PLANT SPACING = "X" EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL INDIVIDUAL PLANTS REPRESENTED AS:} PARKING ISLAND PLANTER DETAIL NTS RAINBIRD VALVE M, GRADE 2' PVC SLEEVE _ _ WILKINS g2001-3/4" (OR E0.) BRASS ANGLE VALVE WITH MAIN LINE UNION. INSTALL AT ALL REDUCING TEE MAINLINE LOW POINTS TO FACILITATE COMPLETE MAINLINE DRAINAGE. s 3/4" CLOSE NIPPLE d' s i_ 3/4" X 3" PROTECTIVE- PVC of NIPPLE c 'a GRAVEL SUMP (2 CU. FT.) MANUAL DRAIN VALVE ASSEMBLY NTS VALVE BOX COVER FINISH GRADE AT UP OF BOX IN TURF AND PAVED AREAS; I" BELOW LIP IN ALL OTHER AREAS VALVE BOX; REFER TO IRRIGATION SHEET NOTES AND/OR SPECS ELECTRIC CONTROL VALVE SCH. 80 PVC NIPPLE SCH. 40 PVC & FITTING 2 X 4 CEDAR BLOCK TAPE AND BUNDLE WRES SCH. 80 PVC NIPPLE; LENGTH AS REQUIRED SCH. 40 PVC FITTING PRESSURE MAINLNE ELECTRIC CONTROL VALVE NTS mis, GRADE AT UP OF VALVE BOx: REFDR To BOX IN TURF AND PAVED IRRIGAPON SHEET NOTEB AREAS (1- BELOW UP IN OR SPECIFlCAnONS ALL ii AREAS) �VALW Box Cov£Fj BACKfLQWOPREVENT01t MALE ADAPTER (TYP) 2 W. F'T, BELBW BALI DOUBLE CHECK VALVE NTS LAWN AREA 6" EDGE SHRUB BED (TYPICAL) TRENCH (TYPICAL) PLANT SPACING DETAIL LAWN EDGE DETAIL NTS NTS FINISH GRADE AT UP OF 5 BOX IN TURF AND PAVED LNEAS D" BELOW UP IN Air orNeR AREAs)� Box COMM BALL MALE ADAPTER PIPE BALL VALVE NTS QUICK FINISH REMOTE CONTROL VALVE 6" MIN. CLEARANCE SCH. 80 PVC NIPPLE SCH. 40 PVC & FITTING ADJUST EQUIPMENT TO PROVIDE 2" MINIMUM CLEAR SCH. 80 PVC NIPPLE; LENGTH AS REQUIRED LANDSCAPE SPECIFICATIONS 1. Refer to details for additional information. 2. Chemically kill and remove from site all existing weeds and vegetation not shown to remain on plans. 3. Distribute imported sandy IPam topsoil (approved by the Landscape Architect) in areas shown and at depths indicated for crowning and berming of landscape areas. and backfill of retaining walls (if required). Dotted tines indicate 1' contour intervals. Alt landscape areas shall receive topsoil, whether indicated on plans or not, so that finish grades of all shrub beds shall be 2" below tops of adjacent curbs and pavement, and lawn areas shall be 1/2" below tops of adjacent curbs and pavement. Structural fill areas: Any landscape areas occurring within structural fill zones shall hove said structural fill materials excavated to a depth of 12" below finish grades in shrub areas and 6" below grade in town areas, and replaced with specified topsoil. Dispose of excavated material off site. 4. Fine grade all landscape beds prior to planting operations. 5. No plant substitutions shall be permitted without prior approval of Landscape Architect /Owner. 6. All plants shall conform to the latest edition of the American Standard for Nursery Stack. 7. All plant materials and plant locations shall be approved by the Landscape Architect prior to installation. All plants shall be thoroughly watered immediately after planting with Alaska Fish Fertilizer solution. 8. Root barrier shall be incorporated adjacent and Parallel to paving, curb and sidewalk, a minimum of 15 linear feet (7.5' on either side of tmnk), 24" deep, where any tree is within 8' of paving, curb or sidewalk. Root barrier shall be DeepRoot UB -24 as available from Ewing Irrigation Products, 2901 S Tacoma Way, Tacoma, WA 98409 (253) 476 -9530 or approved equal. 9. Soil amendment for soil preparation and planting backftl shall be a screened 5/8" minus nitrified wood residual compost equal to: A. "Top Grade Compose brand compost as available from Silver Springs Organics, Rainier, WA (360) 446 -7645. B. "Cedar Grove Compost" brand compost as available from Cedar Grove Compost, Mople Valley, WA (877) 764 -5748. C. PREP /LRI compost as available from Randles Sand and Gravel, Inc., Puyallup, WA (253) 537 -6828. 10. Soil Preparation - (all landscape areas). Spread 9 c.y. of specified soil amendment per 1000 s.f. (approx. 3" depth) of area. Spread 100 lbs. /1000 s.f. of dolomlite lime (in lawn areas only), 150 lbs. /1000 s.f. of Agricultural Gypsum and 15 lbs. /1000 s.f. of 16 -8 -8 commercial fertilizer over soil amendment. Roto -till all of the above to a C -8" depth and grade smooth, compacting as required and removing all rocks, clods and debris. 11. Lawn areas (seed or sod refer to plans) shall consist of one of the following turf types: 60% Turf -Type Perennial Rye Grass Varieties 60% Turf -Type Perennial Rye Grass Varieties 20% Bluegrass 40% Turf -Type Fescue 20% Hard Fescue 12. Seed and sod shall be equal to that as grown by Country Green Turf Farms; Olympia, WA or JB Instant Lawn, Redmond, WA. Lawn seed shall be applied at 7 Ibs /11000 s.f. and include 10 lbs. /1000 s.f. of United Horticulture 15 -5 -10 fertilizer in all lawn areas. 13. All trees in lawn areas shalll be planted in a 3' diameter circle of bed mulch. 14. Backfill mix for all plants (except Rhododendrons & Azaleas) shall be a blend of 1/3 existing site soil, 1/3 coarse sand, and 1/3 soil amendment specified in No 8. Backfill mix for Rhododendrons and Azaleas shall consist of 2/3 above specified backfill mix and 1/3 fine grind hem -fir bark mulch. 15. Apply Osmocote 18 -6 -12, 9 month slow release fertilizer over the surface of all plant pits at the following rates: Trees Over 10' Height 2 Cups Trees Under 10' Height: 1 Cup All Shrubs Except 1 Cottons: 1/2 Cup 1 Gallon Plants: 1/4 Cup Ground Covers: 1/4 Cup 16. Fertilizer tablets for all plants shall be Agriform (20 -10 -5) 21 gram or 10 gram tablets distributed as follows: Alf trees: 4 -21 gram tablets, all shrubs (except 1 gallons): 3 -21 gram tablets, all 1 gallons: 1 -21 gram tablet, all 2 -1/4" and 4" pot ground covers: 1 -10 gram tablet each. Set tablets directly next to rootball. 17. All shrub and ground cover beds shall receive a 2" depth (6 c.y. per 1000 s.f.) of "Fine Grind" hem /fir bark mulch as top dressing. 18. Apply a granular pre - emergent herbicide to all shrub and groundcover beds at the conclusion of the maintenance period. Do not use Casaron or Norasac Brands. 19. All work shall be performed to the sotisfacUrm of the Landscape Architect /Owner. 20. All plants shall be guaranteed for one full year from dote of project acceptance. Alt replaced plants shall be re- guaranteed. All replacements shall be made within 21 days of receiving written notice from the Owner. Contractor shall not be responsible for plants dying due to Owner neglect: or vandalism, after the maintenance period. 21. Plant list quantities are shown for reference only. Contractor is responsible for verifying all quantities in list with actual plan call -outs, and installing plantings per the landscape plan. Groundcover and /or mass shrub quantities shall be adjusted as required for field conditions at the specified spacing. 22. Final inspection shall occur at the conclusion of a 60 -day maintenance period. Maintenance period shall commence upon completion of all landscape installation activities and shall include the following: A. Mow fawns once per Week. B. Remove all weeds over I" in height. C. Replace dead or unhealthy plants. D. Ensure proper functionl of irrigation system. E. Ensure adequate moisture is delivered to all landscape beds including non- irrigated areas. F. Fertilize all lawns at conclusion of maintenance period. 12" x 18" VALVE BOX VC SCH 80 COUPLER 140 MESH SELF- CLEANING SACKFLUSH FILTER _ IRRIGATION SPECIFICATIONS LATERAL PIPE TO SPRINKLERS BRICK SUPPORT (1- EA. CORNER) SCH. 40 PVC PVC MAINLINE FITTING NOff; ALL WINES TO BE INSTALLED AS PER LOCAL CODES. NO "IN- LINE" WRE SPUCES ALLOWED. TAPE AND BUNDLE WIRES EVERY 20 FEET. PROVIDE EXPANSION COILS AT EACH VALVE - WRAPPING WIRE AROUND 1/2- PIPE 15 TIMES. ALL THREADED CONNECTIONS SHALL BE MADE WITH TEFLON TAPE. DRIP REMOTE CONTROL VALVE NTS OR (TIP.) LOCKABLE SCH. 80 PVC NIPPLE TXT VALVE BOX LENGTH AS REQUIRED 2- STAINLESS SCH. 40 PVC COUPLING TXT STEEL WORM- SCH. 80 PVC NIPPLE TXT GEAR CLAMPS m y 0 o SCH. 40 PVC ELBOW TXT 0 • d6 2 -SCH. AO PVC 90° - STREET ELLS 1/2" DIAMETER STEEL SCH. 40 PVC ROD - 30' LENGTH- MAINLINE FITTING SCH. 80 PVC NIP. QUICK COUPLER VALVE NTS STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT JEF Y GLANDER L SE NO. 405 EXPIRES ON 02-06 -2013 1. This plan is diagrammatic; all piping, valves, etc. shall be installed in shrub beds where possible and shall follow the plan as close as is practical. 2. Locate oil mainlines within the project limits. 3. Pipe sizes are constant between pipe size call -outs. 4. Refer to details for additional information. 5. All piping and wiring under paved areas shall be housed in class 200 PVC sleeves installed at a 24" depth. Size sleeves as needed to accommodate pipe and wires, unless otherwise specified on drawing. 6. Contractor shall make field adjustments as needed to obtain full coverage. Landscape Architect reserves the right to make nozzle changes as needed at no additional cost. Adjust head positions and add or delete heads as needed depending on actual field conditions. 7. All manual, gate and electrical valves and other underground equipment shall be housed in Nelson, Ametek or equal rectangular valve boxes. 8. No in -line wire splices allowed. Supply volve boxes at all electrical junctions. Tape and bundle wires every 25 linear feet. 9. Contractor is responsible for complete system drainage. install manual drains at all mainline low point(s) and where indicated on plan. Contractor shall provide adjustable check valves on any irrigation head that experiences low head drainage. 10. All threaded pipe connections shall be made using Teflon tape wrapped at least three times around pipe threads. 11. All gate and electric volvee shall be installed with unions on the downstream end of the valve (refer to details). 12. All pipe shall have a firm uniform bearing for the entire length of each line, free of rocks or debris. All trenches containing pipe and /or wires shalt be backfilled with clean topsoil, free of all lumber, rubbish and rocks over 1" in size, or clean sand if clean topsoil is not available. 13. Contractor shall provide owner with one set of as -built record drawings showing exact actual locations of all sprinkler equipment. Contractor shall orient owner with complete system and controller operations, and winterization procedures. 14. Contractor shall supply and install all equipment shown on the plans and indicated in the specifications to achieve proper operation of ent installations electrical and plumbing connections shall be in conformance with all applicable codes and said equipment. All equipment p 9 ordinances, these specifications, and the manufacturers recommendations whether indicated on the drawings or not. . 15. Contractor shall include in his bid one Fall winterization and one Spring activation of irrigation system. These activities shall be included n procedures. An damage to the Irrigation s tem or the landscape as a result of failure to comply with these part of Owner shalt p y 9 t system p DY these requirements shalt be the sole responsibility of the Contractor. 16. Contractor shall guarantee in writing on his company letterhead all materials and workmanship for a period of one full year following acceptance of system installation. 17. Backflow preventor shall be inspected and tested by o certified backflow device inspector, Provide Owner with one copy of approval certificate. j� m y 0 C O Ol d O C 0 O C f C m a3 Y �� N O \ a O0 U V U Z 0 `} Z Z Q I� J } J `W} 40 W ad ad Q 0" V d U) V � 8 U) T� I'•i� Ili it e J y �E W r�l d LLJ 0 <MI 99°n V W r^ v L 6 w sheet o L-5 z of 5