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20080243 Civil Plan 4 02142013OWNERIAPPLICANT 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) 458 -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 j TELEPHONE: FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE COMCAST 410 VALLEY AVE NW, STE 9 II PUYALLUP, WA 98371 PH: (253) 261 -0945 EX. (253) 864 -4215 0 � II o I BUILDING SETBACKS: U � FRONT 15 FT SIDE 10 FT BACK 20 FT T 0 LANDSCAPE BUFFER. CORNER ENHANCEMENT REQUIRED TYPE 2 8 FT TYPE 3 6 FT w TYPE 4 PARKING LOT TYPE 5 STORMWATER N II < I V I o� CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR NINE LOCATIUN AND r WPROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND o & LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 IjOURS PRIOR TO ANY i EXCAVATION. i %i CONDITIONS OF APPROVAL: 1. THE HEARING EXAMINER HAS JURISDICTION TO CONSIDI~R 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 17.26 YMC FOR THE C -1 ZONE CLASSIFICATION AND ALL CRITERIA SET FORTH IN YMC 17.65.030(6) FOR CHILD DAY CARE CENTERS. THEREFORE, SITE PLAN REVIEW FOR THE PROPOSED DAY CARE FACILITY SHOULD BE APPROVE[) SUBJECT TO THE CONDITIONS SET FORTH HEREINAFTER. 3. PURSUANT TO YMC 16.12.170 THE APPLICANT 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 PUBLIC WAYS, TRANSIT STOPS, POTABLE WATER SUPPLIES, SANITARY WASTE, PARKS AND RECREATION, PLAYGROUNDS, SCHOOLS AND SCHOOL MOUNDS, AND SAFE WALKING CONDITIONS. 4. THE PROPOSED BINDING SITE PLAN CONFORMS MT14 THE C -1 ZONE CLASSIFICATION AND ALL APPLICABLE DEVELOPMENT REGULATIONS. 5. ALL PUBLIC FACILITIES AND SERVICES IMPACTED BY THE BINDING SITE PLAN ARE ADEQUATE AND HAVE THE CAPACITY TO SEIRVE THE PROJECT CONCURRENTLY. THE PROJECT IS WITHIN AN APPROVED SEWER SERVICE AREA THAT HAS THE CAPACITY TO SERVE ALL THREE LOPS. 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 CLINIC AND THEREFORE SHOULD BE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: SEC 24,T17N,R1E7 WM YELM DAY CARE CONSTRUCTION PLANS YELM, WASHINGTON \ Y *Fs�,,T 0o / 04, �'ee \ °dig i 1. THE CONDITIONS OF THE MITIGATED DETERMINATION OF NON - SIGNIFICANCE ARE HEREBY REFERENCED AND CONSIDERED CONDITIONS OF 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 WITH THE CITY OF YELM'S DEVELOPMENT GUIDELINES. 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 OF THE CIVIL PLAN SUBMISSION. THE APPLICANT 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 VALE BE BASED ON WATER USAGE CALCULATIONS AND ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. PROVISIONS FOR GREASE INTERCEPTORS SHALL BE MADE. 6. A FINAL STORMWATER PLAN MEETNG 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 OF INCORPORATION FOR THIS ASSOCIATION INCLUDE PROVISIONS FOR THE ASSESSMENT OF FEES FOR THE MAINTENANCE AND REPAIR FOR THE STORMWATER FACILITIES. BEST MANAGEMENT PRACTICES ARE REQUIRED DURING CONSTRUCTION OF THE SYSTEM. 7. A MINIMUM 15 FOOT WIDE ACCESS GATE SHALL BE INSTALLED ON BOTH THE NORTHWEST AND SOUTHEAST SIDE OF THE PLAY AREA FENCE WITHIN THE UTILITY EASEMENT TO ALLOW ACCESS TO UTILITY LINES. 0. A NON - PERMANENT BARRICADE MEETING THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE SHALL BE PLACED AT THE SOUTHEAST END OF THE UTILITY EASEMENT AT BERRY VALLEY ROAD TO PREVENT PUBLIC ACCESS 9. THE DAY CARE FACILITY SHALL PROVIDE ONE (1) PARKING STALL PER EMPLOYEE BASED ON THE GREATEST NUMBER OF EMPLOYEES ON A SINGLE 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 OF 3 PARKING SPACES SHALL BE LABELED AS SHORT TERM PARKING FOR UNLOADING AND LOADING PURPOSES. THE CIVIL PLANS SHALL INCLUDE A PARKING PLAN THAT 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 OF A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF 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 0 W PROJECT SW VICINITY MAP NOT TO SCALE SHEETINDEX SHEET NUMBER SHEET TITLE i 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 DRAINAGE PLAN 8 CG -03 GRADING AND DRAINAGE NOTES & DETAILS 9 SP -02 SITE PLAN DETAILS 10 UT -01 i 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 OT -07 WATER DETAILS i, UT -08 FRONTAGE - UTILITY PLAN AND PROFILE 18 / FRONTAGE - UTILITY PLAN AND PROFILE 19 PP -01 FRONTAGE - ROADWAY / STORMWATER 20 PP -02 FRONTAGE - ROADWAY / STORMWATER NORTHWEST AND SOUTHEAST SIDE OF THE PLAY AREA FENCE WITHIN THE UTILITY EASEMENT TO ALLOW ACCESS TO UTILITY LINES. 0. A NON - PERMANENT BARRICADE MEETING THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE SHALL BE PLACED AT THE SOUTHEAST END OF THE UTILITY EASEMENT AT BERRY VALLEY ROAD TO PREVENT PUBLIC ACCESS 9. THE DAY CARE FACILITY SHALL PROVIDE ONE (1) PARKING STALL PER EMPLOYEE BASED ON THE GREATEST NUMBER OF EMPLOYEES ON A SINGLE 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 OF 3 PARKING SPACES SHALL BE LABELED AS SHORT TERM PARKING FOR UNLOADING AND LOADING PURPOSES. THE CIVIL PLANS SHALL INCLUDE A PARKING PLAN THAT 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 OF A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF 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 0 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 DRAINAGE PLAN 8 CG -03 GRADING AND DRAINAGE NOTES & 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 OT -07 WATER DETAILS 17 UT -08 FRONTAGE - UTILITY PLAN AND PROFILE 18 UT -09 FRONTAGE - UTILITY PLAN AND PROFILE 19 PP -01 FRONTAGE - ROADWAY / STORMWATER 20 PP -02 FRONTAGE - ROADWAY / STORMWATER 21 IL -01 FRONTAGE - STREET LIGHTING PLAN N 11. FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE,. AS ADOPTED BY THE CITY OF YELM. A FIRE IMPACT FEE PURSUANT TO SECTION 15.40.020 (BH6) YMC IS ESTABLISHED AT A RATE OF $0.32 PEN SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM (FEE SUBJECT TO CHANGE) 12. THE CIVIL PLANS SHALL INCLUDE A FINAL LANDSCAPING PLAN GENERALLY CONSISTENT WITH THE PRELIMINARY PLAN WITH THE CHANGES NOTED IN THE LANDSCAPING SECTION OF THIS APPROVAL. IRRIGATION FOR THE SITE SHALL BE CONSISTENT WITH WATER CONSERVATION REQUIREMENTS LISTED IN THE LANDSCAPE SECTION OF THIS APPROVAL. 13. THE CIVIL PLAN SUBMISSION SHALL INCLUDE SUFFICIENT DETAIL TO IDENTIFY HOW THE FOLLOWING ELEMENTS OF THE YELM DESIGN GUIDELINES WILL BE MET: a PEDESTRIAN PATHWAYS THROUGH THE PARKING LOT AND FROM THE PUBLIC SIDEWALKS TO THE SITE SHALL BE PROVIDED, AND BE OF A MATERIAL SIGNIFICANTLY DIFFERENT THAN THE PARKING LOT PAVING IN BOTH TEXTURE AND COLOR. b. ADEQUATE LIGHTING SHALL BE PROVIDED FOR SAFE PEDESTRIAN CIRCULATION FOR'. ALL WALKWAYS AND PATHS THROUGH PARKING LOTS. c. CHAIN LINK FENONG IS PROHIBITED WHERE VISIBLE FROM TAHOMA BOULEVARD AND BERRY VALLEY ROAD SW. It BUILDING PLANS SHALL BE CONSISTENT WITH THE PRELIMINARY ELEVATIONS TO MEET THE INTENT OF TFRE DESIGN GUIDELINES FOR BUILDING APPEARANCE. THE CORNER ENHANCEMENT AT TA140AA BOULEVARD AND BERRY VALLEY ROAD SHALL BE SHOWN AS PART OF THE BUILDING PLAN SUBMISSION PACKAGE FOR THE FIRST OF PROPOSED FUTURE BUILDINGS. 15. STREET LIGHTING 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 INTOLIGHT.. BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 27 BRASS DISK, IN CASE, MARKED IS 27192' AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. 0 50 100 SCALE IN FEET APPROVED FOR CONSTRUCTION BY: Date: Ue-zlnprnem Services Rngineer APPROVAL EXPIRES: Lu W W S fr W O U I NIM O O 4J W N M N M M O \ O O d O O W 0 0 NIM n I M I v J W i ryry, i Q � WI I N 0 m z G z S �m o S 02 QNO a Jn� Om� LL� s '^ u mom= >m3 0 a a V W � O Q CD U CD z < 2 a W w 42010 ONAL J GIBSON i1 L HURTADO APPROVED 9Y: J GIBSON DANE NOV. 19, 2012 nN no: 0290.05 DRAMNG FILE No 290.05CV -01 O LNG No: CV -01 O O fn M \ \ r d O W 0 0 a s 0 0 0 Z Z Z U w w w z O O O U U V U yJ Z (J U CJ Q a a a a S > S 5 n I M I v J W i ryry, i Q � WI I N 0 m z G z S �m o S 02 QNO a Jn� Om� LL� s '^ u mom= >m3 0 a a V W � O Q CD U CD z < 2 a W w 42010 ONAL J GIBSON i1 L HURTADO APPROVED 9Y: J GIBSON DANE NOV. 19, 2012 nN no: 0290.05 DRAMNG FILE No 290.05CV -01 O LNG No: CV -01 SEC 24, T 17 N, R 1 E,WM / xx LEGEND: CONSTRUCTION NOTES: - / / 1. REMOVE EXISTING DRIVEWAY AND REPLACE WITH NEW 26' ' , 1/r ',•;�/ _ _ CONCRETE DRIVEWAY. FOR MORE INFORMATION SEE BHT ol PROPOSED CURB SP -02. PROPOSED BUILDING 2. INSTALL NEW 26' CONCRETE DRIVEWAY. FOR MORE INFORMATION SEE SHT SP -02. SIDEWALK 3. CONSTRUCT CEMENT CONCRETE BARRIER CURB. / • •\ SEE SHT SP -02 FOR DETAILS 1 REFUSE 4. CONSTRUCT INTEGRAL CEMENT CONCRETE CURB AND SIDEWALK. SEE SHT SP -02 FOR DETAILS PHASE LINE 5. CONSTRUCT 10'X14' REFUSE AREA. SEE SEPARATE 2 % ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS 0 30 60 - i/ /� �; ,' ,• 6. CONSTRUCT CONCRETE PEDESTRIAN SIDEWALK. $ SCALE IN FEET 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. & INSTALL LANDSCAPING AND IRRIGATION. SEE SEPARATE LANDSCAPE AND IRRIGATION PLANS PROVIDED BY GLANDER AND / % / / �\ �� j- �' \• . \ ASSOCIATES. /• Q' / / r te\ ` \�' / •� • \ 9. CONSTRUCT STORMWATER INFILTRATION FACILITY. 13 \ f11 SEE SHT CG 03 FOR DETAILS AND SECTIONS. r�' ' r /_QP / f VJ , •, ° 10. CONSTRUCT BERRY VALLEY ROAD FRONTAGE IMPROVEMENTS. QC'• / �• % /� • • + • •\ SEE SHTS PP -01, PP -02, PP -03, PM -01, UT -08, AND IL -01 /AY`Z` / / /' /• : • 1 '.12 ; r' FOR DETAILS AND SECTIONS. s �� 1\ • \ + 11. INSTALL 6' TALL ROD IRON FENCE. DETAILS AND SPECIFICATIONS 6 WIDE TYPE 4 ` LANDSCAPING AREA -� �` ? `A A SHALL BE PROVIDED BY OWNER AND APPROVED BY THE SG �' \'.. \ °\ O �Gj \ 1 6' MADE TYPE 2 CITY. CHAIN LINK FENCING SHALL NOT BE ALLOWED. 15 �� r'. .rP� \ LANDSCAPING AREA •' Q \ + 12. INSTALL MIN 15' WIDE GATE. DETAILS AND SPECIFICATIONS /,' e / /_ , / , , y \ \\ T \ \ \� \., \ \� •`} \ \ \ ' SHALL BE PROVIDED BY OWNER AND APPROVED BY THE CITY. / 6' WIDE TYPE 4 / • ; �\ 14 \ \ � "0,j. `\ \ 13. CONSTRUCT BUILDING(S) IN LOCATION SHOWN ON THESE PLANS. LANDSCAPING AREA %/ /• - • / % I % - \, \, /f\ fJ� \• \ �/� CONSTRUCTION OF BUILDINGS. SAND SPECIFICATIONS FOR Vj SEE SEPARATE ARCHITECT PLAN `4 �� \ ,a / ` - >' 20� • + 8' ' \ 15 BECURITY FENCE 14. CONSTRUCT ADA PARKING STALLS AND STRIPING. / y //1" ` / A� SEE SHT SP -02 FOR DETAILS. / / 8'' WIDE TYPE 2 v/ '- ' / \ 3 \ \ \, \ PLAY AREA \ \ • • 15. INSTALL PARKING LOT STRIPING AND DIRECTIONAL ARROWS. 1 ° + • 11 y 8- SEE SHT SP -02 PARKING LOT STRIPING DETAILS. LANDSCAPING AREA ' ' A V ' S \ / 8 \j\ O1 INSTALL HA CAPEAAN S G FOR CORNER ENHANCEMENT. 6 SEE SEPARATE PLANS PROVIDED BY GLANDER AND ASSOCIATES. 6 �\ / / / ... • • :. ; \ I — -- -- \ ; \ (PHASE 2 IMPROVEMENTS.) O Lam- �T 7L / " / / • • ' ' ' ' �� 2 ' ` • • • • • • • ' • + - 1 L 12 17. INSTALL TYPE 3 BARRICADE. SEE DETAIL ON SHT. SP -02. b 13 O " : ; ;;�j f j { —- _; I'� %- �. TYPE 5 LANDSCAPING AREA CONTRACTOR TO COORDINATE WITH CITY FOR FINAL LOCATION. / ! ? 21 \ �� '.. \ (FROM MWS TO TOP OF SLOPE) F ; ' i / ',/ / '' °� ��c • y "� \\ LANDSCAPING :: .. 15 i� { / - - . - 1 AILS ON SHT. SP -02 FOR jjj 8 IN TA A A CUR RAMPS. SEE DETAILS _.' J 1� SPECIFIC REQUIREMENTS OF RAMPS. ,>,f, , •y\ - ` 19. CURB SHALL BE PAINTED TRAFFIC RED WITH 4° WHITE "NO AREA TYP 3 ( ) 15. -� 19 DAY CARE \ B 14 y► �' 4 I''- < 13 , ;\ PARKING -FIRE LANE" STENCILED 50' O.C. it 9.768 SF O f ,. �'.. 21 1 / � � % L:: � 20. INSTALL "NO PARKING" SIGN ' y ,.\ `' ^� T I i '• y '1 � _ !" i �'.�:'; \ 21, INSTAL 'PARKING FOR LOADING AND UNLOADING PURPOSES • Xr �, is \ .�- �1L _-••- I �_� ;,I �l� � y- `-�-� -'.� �, -� i' - � \\ ONLY SIGN 4 ' 8 ��. � \v��; \' \ �'4 � 181 i � � ( I i 18` �� I � ! �i I- �\�" ��:�L ...� r I i. �• \\ ,�♦ LANDSCAPING CORNER \ 5 t- 19 _ L� '� ENHANCEMENT y° 'l5 N 3 18 20 E1.5 18 14 X15 �I INFILTRATION POND O N \ \ \ 19 -► �� 3 v• r -.� • \. „ i:� L i y �. + •- Try - + C f 15 17 s Lei iY..��i a _ -.-- .� \^ _ -.- -- \ N1DE TYPE 2 -`. - �- ,_� .,-�= — .. ,� - r. •�...�t .r �-+•+ .. ��..a.�. •.r - � �' �' • • .... �. � :1 v. LANDSCAPING AREA 2 , — 10 - -- — �� - - BERRY VALLEY 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. APPROVED FOR CONSTRUCTION fly: Date: De,,].pmem Services Eup=, APPROVAL F,XPIRES: W Q' O N n �www Z 0 0 LLI N N v r> M 0 �0 0 a 0 0 W Q' O N n U Z 0 0 LLI o � v c 0 �0 0 a 0 0 w w w z E t z n a a a N N (wl] V1 w w w 5 Q N M V J Jm w Z m 'p w u ? W> � ao w g N � N O a z >g Z4 o 3 a LL ♦ �y N ' 2 a O v w ey _ m N 0 z 3m� a wo3 W w a I u m N o U' W Q' O W } �Q N o p " � Z K l ty a omm a 2 �ONAI 0 �i J GIBSON a L HURTADO J GIBSON NOV. 19, 2012 0290.05 7t No: 2so.os -sPO1 N� SP -01 2 ov 21 J U Z LLI o c W } �Q N o p " � Z K l ty a omm a 2 �ONAI 0 �i J GIBSON a L HURTADO J GIBSON NOV. 19, 2012 0290.05 7t No: 2so.os -sPO1 N� SP -01 2 ov 21 SEC 24, T 17 N, R 1 E, WM 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', NW-29. e it 0 GENERAL NOTES: ARE TO FACE OF CURB. 1. ALL DIMENSIONS ON THIS SHEET < jp /I 2. BERRY VALLEY ROAD RIGHT OF WAY TO BE DEDICATED. THE DEDICATION X SHAS BE 28 ' MEASURED FR OM LL ENTERILINE OF RIGHT OF WAY To J W 0z EDGE OF RIGHT OF WAY LINE. ur wo w z R3' 4, Z DD 4- Z< ti "S C5 PLAY AREA Z 0 w < z 0 R3 w + R15 ]t2 / 411 26' z DAY CARECT. a— A_-006.8840 1 L -311, R-551.906 =66. 9,768 SF w 9. 0 C) W CD 0 < co 9' I 7' 9, 1 LLI Lu LANDSCAPING ER ENHANCEMENT U Z j N 24.447, R— 0A.0 L4 0 q A--046.6895 1p j T2 6 <�N' 1� INFILTRATION POND 1% 0 30 60 1p L 'P L=34.771, R=138.000 9, 26' SCALE IN FEET 19 ,--014.4364 j 19' 9' �2 I —� -: , -.80. Q S fV SIEAL' 10+00 01 L 0 �OVVAR,) F; Ju. BERRY VALLEY ROAD 2+'LO WIN 663.383 N88:14'-30. C)NAL DES J GIBBON RANK BY: L HURTADC APPROVED SY� JGIBSON LTA—� NOV. 19. 2012 WALL t5rr'VKt: YOU DIG JOB —No— THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 0290.05 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL APPROVED FOR CONSTRUCTION -FRAWNG FILE —No UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND 29D05 -HC -01 o ii LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY BY: Date: EXCAVATION. fn—y'. — oN.WNG No APPROVAL EXPIRES: HC-01 SHEET No 3 or 21 x ci °n 0 V ZH W O O F U_ O U _< d 6 U Z c � o �� 1F d 0 0 O m r N O U O �� P I w 0 i a 3 S V 8 0 i Fj U 4 N .9 12 of n �n N V as a� LLz 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, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED, IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED, 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 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 BLDCKS. USE 3/4 -TO 3 -INCH GRAVEL 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF i 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 WIRE MESH. 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES, 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LHS/IJNEAR 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. 3, LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 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 SPALLS AND MAY BE TOP- DRESSED WITH 1° TO Y 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 THE 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 E, WM GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL 2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS THE CONTRACTOR 15 RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTIK 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 RENEWING 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 QONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS /EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION /SEDIMENTATION 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 REQUIRED 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. B. 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 PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING THE WET SEASON (NOVEMBER 1 THROUGH MARCH 31 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, 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 WEATHEFR PERMITS. 8. THE CITY OF YEW AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REWIRED TO CORRECT/PREVENT EROSION/SILTATION PROBLEMS. 9. CLEARINO 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 OlPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES. 14. 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 SEEPED 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 SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE 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 STABILIZIgTION 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 DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN R) DAYS. FRAME GEOTEXTILE CB FILTER, PER MANUFACTURER'S SPECIFICATTIONS OVERFLOW BYPASS SEDIMENT AND DEBRIS CROSS SECTION NOTTO SCALE SYSTEM 3m ISOMETRIC VIEW NOTTOSCALE REFERENCE: STORMV.'ATER DRAINAGE MANUAL FOR CITY OF OLYMPA 'NASHINGTOW8N1 DATE: ovzN7 STORM DRAIN INLET PROTECTION W/ CB FILTERS JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2'x2 "x14 Go WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED (BURY BOTTOM OF FILTER MATERIAL IN 4 °X4° MIN TRENCH r2X2WOOD CH, PROVIDE 6' -0' MAX ' WASHED POST SPACING MAY BE INCREASED TO 8' IF E BACKFILL WIRE BACKING IS USED OSTS, STEEL OR EQUIVALENT REFERENCa STOR MWATER DRAINAGE MANUAL FOR CRY OF OLYMPIA, 'NASWNGTON, 2001 DATE'. 02J2007 SILT FENCE i� INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT r 1 / GEOTEXDLE _ 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: STORM'NATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON12N1 OATS: o2'20c7 STABILIZED CONSTRUCTION ENTRANCE APPROVED FOR CONSTRUCTION BY: Date- Development Serefces Enginccr APPROVAL EXPIRES: J 0 J wwww 0 z 0 m w W U Z z IIJ I s O M �2 _N U dN °u 1 0 C M W z z o'�w o w m z LLI a ° mow J 0 J 0 z 0 m w W U Z z IIJ I s O 3 °0 U dN °u 1 0 C M W z z o'�w o w (6,n R z LLI a ° mow � � m u Zim3 a a � U 0 0 0 W Lu W W Z Q EQ li2 IV O O O U V U V y U U V o' o w w w w a o a o 0 0 0 0 w w w w s s s s J J W z 0 m w W U Z z IIJ I s O 3 °0 U dN °u 1 z C M W + z o'�w LL (6,n R z LLI a ° mow mNx O U u Zim3 Z LLJ Y U 1 W 'M3 W Lu W W Z Q IV I Smlo t s!e VAL J GIBSON D AWN eY: L HURTADO APPROIED BY: J GIBSON DATE: NOV. 19, 2012 9 Nx 0290.05 DRAANG FILE N. 290.05EG02 oRAW+rvc No: EC-02 21 J_ �C W W p W O U z z Q LLI O Z LLJ Y U W Lu F_ I Smlo t s!e VAL J GIBSON D AWN eY: L HURTADO APPROIED BY: J GIBSON DATE: NOV. 19, 2012 9 Nx 0290.05 DRAANG FILE N. 290.05EG02 oRAW+rvc No: EC-02 21 0 i w a 0 F5 N O 0 �o E V � o M� O V �o oa 8 .. SEC 24,T17N,R1 E,WM /r LEGEND: GRADE BREAK y , EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR P ,! s -XX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 50 , SPOT ELEVATION i \ 0 I 0 30 60 �' SCALE IN FEET BASIS OF BEARINGS +i IV/ THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM �,.,�' (T.C. 1252AZ) FOUND 2� BRASS DISK, IN CASE, MARKED a I s` '/; _ F _ lo3 LS 27192' AT THE INTERSECTION OF TAHOMA / \ AND 590 ELEVA110N = 336.BORNGVD� ROAD. 29. A / 1 / � 3 40\ �2.0% 1/ riff � 335.20 r rt 33496 FF =33650 334.20 334.00 �� ✓ ' -' -__ v ,,.�- v / 335 80 58 \ � 3D� J '\ 3 +t \ /� � � -_ •x � rr ��''r- � J35.60 \ / 335.14 33435 • \� A 335,8D�. - rieT\ 335.60 T� v 0�, r �' 624.." 1.7% '�' v �V 9 / / ';o , / , " I / ,r. T� h, ` ✓ - 1 335.12 .`° �\ _ 333666 w � , a \. X33624 3383 -0 I .00 S , 33567 .x> yt I\ , 5 , i 3J6.7(Y° / ; FF 337.00 •�� -„_, _� ( \ \ 336.70 �� 1 336.60 .� 0 336.8 336.70 ,,__i- , k v. .M. J36.5 - ` FF -3 7. 3 00 33630 d 1 1 336'21 j ! 33oo 331.00 ,Y 33690 336 20 '` ' 1 •: , I I , � 2ll n ��.. ? �'c._ "` k \, \ � -" a I •,iP 1 " ! 137.501 ' 8 t fd _�`� ^' _.. -.. ,. ,, v ♦ 3'36 1337.35 37.00. I t II � I ' i - \ ti -�'1 6A A. 1 -20. j ! 7.00' A: -ti 1 .. 1\ r 'i d -\_ 'i f j I j i 336.76 336.3 0 336'30 i1 // �� •. J� \ \ 336.5 3370 1 wl 1 1' ;' 4 1 j 'v \� v i 1\'+ F. V /. y'• / \� t [._ '.28% .� 337.20 1000.00 "i ' S W I a l \ __ -'p� - S 1 - -._ .. -__ i o 336.70 �, ✓ `, r 0, <¢ � 33 45 _ 5.45 337.40„ 5 _''�`a -a l c;i 17% ,; �/ - n 337.00 6.65 �. ,a ° Y.� / 37.75 e 337.00 14 33fid4 - >I- .. I�aa a 3J7.60. 1 i ,� a _ - 3374 376.65 .. _ a I Y \ 33 00 330 337` 5 "o 1 3 33700 336.90 �t 337. ' 37.00 33.00 .00 337.00 f .7 � I 15+00 1400 15+00 BERRY VALLEY ROAD &� ---+ -• _ 17 +Op - CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND APPROVED FOR CONSTRUCTION PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND BY: Date: LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY D.I.pmor Servicesf- 1119 11 EXCAVATION. APPROVAL EXPIRES: N M m n 0 o z w o ° w ¢ 4 � O o O z Z z V w w w z O O O U U U U y w w w W a a a a ww S s s a r N It " 0 Jm W c W O K w � Z U_ W' a aom LL < Q- N Z O m 3 a = � z a Q(•jam V Qocw Z ��3 3 W ? 3 Z 0 a W w a m I u Q LU ¢ O Ll U _www_w_ i S UD Z N c N M M O r r p N T N M m n 0 o z w o ° w ¢ 4 � O o O z Z z V w w w z O O O U U U U y w w w W a a a a ww S s s a r N It " 0 Jm W c W O K w � Z U_ W' a aom LL < Q- N Z O m 3 a = � z a Q(•jam V Qocw Z ��3 3 W ? 3 Z 0 a W w a m I u Q LU ¢ O Ll U z i S UD Z c c J CD r r ' p aanin o FCISTERV SS�ONAL Eee J GIBSON U- LHURTADO ar. J GIBSON NOV, 19, 2012 0290.05 lLE N. 290.05 -CG -01 7. CG-01 6 o 21 Z b I .y r SEC 24, T 17 N, R 1 E,WM STORM DRAINAGE NOTES: / STORMWATER CONSTRUCTION NOTE: LEGEND: s , 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ' : x " ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON / ` i. CONSTRUCT G-03 OR INFILTRATION POND. SO - PROPOSED STORM DRAINAGE CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON / -�. i �/ SEE SHEET CG -03 FOR DETAILS AND COMPLETION OF PROJECT. DIMENSIONS. ® TYPE 1 CATCH BASIN HO 2. INSTALL TYPE 1 CATCH BASIN. $EE WSDOT ® TYPE 2 CATCH BASIN 2. THE CONTRACTOR SHALL VERIFY LENGTH, CONDITION, PIPE / a�" STANDARD PLAN B- 5.20 -01 FOR DETAILS AND TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE AQUA SWIRL, SEE SHEET CG -03 FOR DETAIL THIS SHT FOR LOCATIONS AND INVERTS. O EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION O PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO / 3. INSTALL TYPE 2 -48" CATCH BASIIN. SEE WSDOT ORD ROOF DRAIN ENGINEER PRIOR TO CONSTRUCTION. / "" ; �'' �' / ''� STANDARD PLAN B- 10.20 -00 FOR DETAILS AND 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND J/ -. EQUIPMENT NECESSARY TO COMPLETE THIS WORK. / 4 THIS SHT FOR LOCATIONS AND INVERTS /// \ -. \ INSTALL AQUA -SW1RL CATCH BA57 N 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO �'�� ' / \ ! '\ � CONCENTRATOR MODEL AS-2 SIEE SHT CG -03 CENTER OF STRUCTURE. /' -, ' s �� \ 0 30 60 FOR DETAILS. . \ SCALE IN FEET 5, PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO 5. INSTALL 5 %10'X2' QUARRY SPALL PAD AT THE CENTER OF STRUCTURE. / ^� /- \ �'�, STORMWATER POND OUTLET. 6. PLAN LOCATIONS OF OTHER UTILITIES ARE DIAGRAMMATIC ONLY. \ 6. CONTACTOR TO CONNECT ROOF GRAIN CONTRACTOR TO VERIFY FOR THESE SYSTEMS VERIFY AND 4 `- .v' A DOWNSPOUTS TO 6" PVC TIGHTLINE ROOF DRAIN CATCHBASIN INFORMATION: COORDINATE LOCATIONS WITH NEW FACILITY INSTALLATIONS IF NOT 'a \� 1 \\ yv -,r v\ SYSTEM. CONTRACTOR TO ALSO VERIFY WHERE SHOWN ON EXISTING PLANS. / s ' ' ' \'\ !- �� CONNEC110N LOCATIONS WITH ARCHITECT PLANS. 1. STA 12 +79.75, 290.39' L, TYPE 1 RIM = 333.90 7. CONTRACTOR TO INSTALL ROOF tlRAIN IE 332 A, /r / / "�,� -" ,� \ ,, A vA CLEANOUTS AT ALL DOWNSPOUT LOCATIONS. = 40 (12) 2. STA. 12 +07.82, 195.54' L, TYPE 1 RIM = 336.00 -_. IE = 331.61 (12 ') BASIS OF BEARING / i f / ' '/ / ' - -- THURSTON COUNTY COORDINATE ' YSTEM 3. - 34.54 4 E 1 \ �,y ra °\ STA. 12 +07.74, 1 TYPE RIM 338.50 51 i �1'� �v r" / - '' v v v VERTICAL DATUM E = 331.50 (12") 4. STA. 12 +07.80, 68.12' L. TYPE 1 (T.C. 1252AZ) FOUND 2" BRASS DISK, IN CASE, MARKED RIM = 335.30 FF =336 50 ( \ CTION OF TAHOMA IE = 33117 (12 ') r r,. ,� LS 27192 AT THE INTERSE - �"?, \ BOULEVARD AND BERRY VALLEY ROAD. � ti. . L ELEVATION = 336.60', NGVD -29. 5. STA. 12 +54.79, 68.36' L, TYPE 2 -48" v4 RIM - 337.14 =L` IE = 330.94 (12') �< 6. STA. 13+20.36, 68.47 L, TYPE 1 , M - 336 , IE 330.61 (1 2 ') ti '' 7 STA 4 +18.00 .44 L, TYPE 1 � RIM = 336.00 '� A i' ` \ `� A n �` ._.V IE 330.12 (12 °) vii v 10 , ✓' vy� 5 / ", / � ✓ � � %, 0.w 8. STA. 14 +28.32, 68.40' L, AQUA SWIRL AS -2 \p j RIM = 336.75 �: VC ®0.55 IE - 330.06 (12') - ` ?�• >" /� �"° ,'_ A ;� _ 9. STA. 11 +51.18, 182.46 L, TYPE 1 O RIM = 335.32 \ \ ,o IE = 332.09 (12') i NI f. i , ( / % l ®0,, - -•„ � I �;- n--> � - 1 10, STA. 10+53.93, 206.99' L. TYPE 1 I vv RI 335.8 [ I / . . .� `•,� �� ru j , I I � �� ,V _ A IE M 332.39 (12 ') FF= 337.00 11. STA. 11 +49.90, 134.55' L, TYPE 1 58' OF 12" PVC 0_0.5% f RIM = 336.88 FF= 337.00 IE 331.79 12" 26 OF 6 PVC r. = ( \ ) r \\ F - 72. STA, 10 +49.88, 68.40' L, TYPE 1 . ,.•/ -.. ,. ,... /'..,,..� \ - - __ - � _r �I ', i.' iia- � r.'D - , I 5? f , � RIM 33545 ` \;e ^ �\ � � \ `�' > ^ °' � ,v[ ` i'" '.r ', I f•. I � I I i' t i- � ' " ` t. -, i - ,-` =r ( i , -�,,�� ...- -�.,,.::. . _�5 ;�. , --,_:, - . ( t � . 12' OF 12" _ 'JA VA 13. STA 14 +53.52 ?68.40' L. PIPE OUTLET PVC 00.6% IE 330.00 (12') A 1Z 1, I :. r1:•. {� ( 3 1 PVC ®0.59e 159" OF 12" PVC ®0.59. '- y C ®0.5 7 8 V A SD \ O Sp - 65' OF 12�PVC 0 0.5% 98' OF 12"�PVC ® 0.5% \ 1 \\ \ SD - 1.0016 -., C °J _ r7 . 13. '%; _ •:.A� �ti3'i \ Ls Ls, y i � 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 46 HOURS PRIOR TO ANY EXCAVATION. L--TYPE I CB °v ,L JJWYJ U +UU RIM: 338.85 BERRY VALLEY ROAD TYPE I CB TYPE I CB \- _ IE: 335.85 RIM: 337.58 RIM: 336.00 IE: 334.58 IE: 332.51 APPROVED FOR CONSTRUC'L'ION BY: Date: De,dbpm"t Services apme, APPROVAL EXPIRES: N M ° o w o � � w 0 0 0 w w w z 0 0 o a a U U V W w W W 2 a d R y a o o w s s s s Q J o m J z m W N � w U_ ? WIr N Ir ¢ O W 'lr Vt N � � aN0 z w a Cl 0I,< ' 2 o v ¢ ¢ x U z N 3m3 ¢ ° s A >m Q z oa � w W w s I s Z J _ CL W U Z •i W W o Q F- V z Q� W Lli axmo 11TE VAL J GIBSON BY. LHURTADO APPROVED BY: J GIBSON arE NOV. 19, 2012 B No: 0290.05 DRAWNG PILE Na: 290.05 -CG-02 B AA NG No: �+ CG -02 N N M M N N M ° o w o � � w 0 0 0 w w w z 0 0 o a a U U V W w W W 2 a d R y a o o w s s s s Q J o m J z m W N � w U_ ? WIr N Ir ¢ O W 'lr Vt N � � aN0 z w a Cl 0I,< ' 2 o v ¢ ¢ x U z N 3m3 ¢ ° s A >m Q z oa � w W w s I s Z J _ CL W U Z •i W W o Q F- V z Q� W Lli axmo 11TE VAL J GIBSON BY. LHURTADO APPROVED BY: J GIBSON arE NOV. 19, 2012 B No: 0290.05 DRAWNG PILE Na: 290.05 -CG-02 B AA NG No: �+ CG -02 GENERAL GRADING NOTES: 1. THE BOUNDARIES OF THE CLEARING /GRUBBING LIMITS SHOWN ON THE EROSION/SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO ANY CLEARING OR GRADING, DURING THE CONSTRUCTION PERIOD NO DISTURBANCE BEYOND THE GRADING /CLEARING LIMITS SHALL BE PERMITTED, THE GRADING /CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 2. THE TESC FACILITIES SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES. 3. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES THAT Will NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL RE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, NETTING, EROSION BLANKETS ETC.). 4. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED PRIOR TO ANY OTHER CLEARING OR GRADING ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. DURING THE WET SEASON (NOVEMBER 1 THROUGH MARCH 31 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, 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. STANDARD NOTE: System shall be designed for the following capacities'. Swirl Treatment Row crs Swirl Sediment Storage: 10 Rr Swirl 011113M i Storage: 37 gal. Please see accompanied Aqua -Swirl specification now. See Site Plan for actual system orientation 12 3/4" OD MAX- 42" I Octagonal Base Plate—_I \ \\ �Archetl Baffles N5 a �—A a --42" - - -- % I z i E3 I Plan View E3 BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (LC. 1252AZ) FOUND '12° BRASS DISK, IN CASE, MARKED "LS 27192° AT THE INTERSECTION OF TAHOMiA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 331 NGVD -29. Pipe coupling by Contractor. 12" long Stub -out by Manufacturer, Manhole Frame and - - Cover by Manufacturer. \ -- -32" OD (See Detail) Swirl Inlet/ /ou 60" 38" —1C - I r a., x Arched Baffles 12" I EXISTING GROUND . Bollards shall be placed around access — O risers) in non - traffic areas to prevent BOTTOM SHALL BE SODDED inadvertent loading by maintenance 4Y¢ minAOk lRln. DO 100 YEAR W S vehicles. Manhole Frame and - - Cover by Manufacturer. \ -- -32" OD (See Detail) Swirl Inlet/ /ou 60" 38" —1C - I r a., x Arched Baffles 12" R CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND "l2 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z EXCAVATION. SEC 24, T 17 N, R 1 E, WM 28' M 22' ±337.00 1 EXISTING GROUND I 1337.00 100 YEAR W.S. EIEV=33— ,-POND BOTTOM SHALL BE SODDED 3 / OR HYDROSEEDED C: 12 "0 SD ® 0.5OX OUTLET IE= 330.00 i( '.. iii: SECTION A -A NTS 27' I _ - Too' 1 35' BOTTOM ELEV = 330.00 1337.00 I I EXISTING GROUND . a mete ro eulyvrt na a — O BOTTOM SHALL BE SODDED \ 4Y¢ minAOk lRln. DO 100 YEAR W S � / \V OT allow OnnFOla l,urte M o CONCRETE PAD Manhole Frame &Cover Detail ' ° "wnn°a[�-. -' ° b AquaShleld� 0 ° elrc As z sro For Non -Tra 10 Are as Onj Nn Section A -A BOTTOM ELEV = 330.00 rn °n° m e(eaal ao°�oan wafaz3l e>se rz — ayu;y N - �_ Ten Aqua -Swirl 652Y°]3 J Yi Palun[ve d g Concentrator Model AS -2 CF p Standard Detail U.5 PaRnr Np R CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND "l2 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z EXCAVATION. SEC 24, T 17 N, R 1 E, WM 28' M 22' ±337.00 1 EXISTING GROUND I 1337.00 100 YEAR W.S. EIEV=33— ,-POND BOTTOM SHALL BE SODDED 3 / OR HYDROSEEDED C: 12 "0 SD ® 0.5OX OUTLET IE= 330.00 i( '.. iii: SECTION A -A NTS 27' I _ - Too' 1 35' BOTTOM ELEV = 330.00 1337.00 I I EXISTING GROUND w w w BOTTOM SHALL BE SODDED J_ 100 YEAR W S rPOND 3�3 97 ELEV / DR HYDROSEEDED / M M o CONCRETE PAD \ b o BOTTOM ELEV = 330.00 rn �. - /Cis% .� n. �i _ / -. •G..'�i.i , i. -. i. 4T\ .. /. vi SECTION B -B NTS N M s o o � I 0 o w � w ¢ ¢ S 0 o a z z z c> w w w z O O U w w w w a a a 0 0 0 0 S w w w w N 0 J W z 0 u w ? z W ° m 3�0 D dIU Z m w 1 Z o a m �" N Uz 3m3 ¢ w o 3 W > m Q Z 4 a W W 2 � w w w J_ N 3' z 3' z 8° COMMERCIAL N M M o CONCRETE PAD \ b o rn ----RECESSED HANDLE TYPE 06 N M s o o � I 0 o w � w ¢ ¢ S 0 o a z z z c> w w w z O O U w w w w a a a 0 0 0 0 S w w w w N 0 J W z 0 u w ? z W ° m 3�0 D dIU Z m w 1 Z o a m �" N Uz 3m3 ¢ w o 3 W > m Q Z 4 a W W 2 � U) J_ 3' z 3' z 8° COMMERCIAL Q CONCRETE PAD W rn ----RECESSED HANDLE TYPE 06 4 REBAR, O.C. COVER Rim elevations to match finished VALVE BOX 'CLEANOUT" CAST w _ grade. HOPE risers can be field _ -.T IN LID Z 0 cut by Contractor- 11 O — -- w U z SECTION 0 >- Varies OUTSIDE PAVED AREA z p cn 1 COMPRESSION PLUG #4 RER BA, O.C. Q SEAL WITH ASPHALT .,. FINISHED GRADE p LU w } SEALANT < r-� - ;, � �` ^«LT'° CD '- 0.17' ACP� 1 0.17 CSTC _ Q SEAL WITH I SWCONE OR Z --- 42 " - ----i APPROVED p EQUAL SEALER w Gravel Backfill osr eauasT � a 0.87' COMMERCIAL CONCRETE seAu INSIDE PAVED ROADWAY 0 $Bedding 4" MIN -�• 1�G. ELBOW zw 4.y pf w urbetl Soil v s N ECCENTRIC REDUCER IF TIGHTLINE IS LARGER v� m THAN 4° MIN a MIN -45' 2 ELBOW = y 4201a `Cr+IST ERe s 1 1 F \� - Pc' ZONAL I r RGHTLINE SIZE VARIES I I _ L _ L JGIBSON LHURTADO TRENCH BOTTOM na o ocR vv- J GIOSON BEDDING AS REQUIRED uAie CLEANOUT DETAIL NOV. 19,2012 -- - — - -1 _ o- NITS 0290.05 APPROVED FOR CONSTRUCTION GRAWNG R£ N": 290.05 -CG-03 BY: Date: o AMNG N": Ihvcl°pmcul Services Evy4owr CG -03 APPROVAL EXPIRES: sneer N ". 8 OF 21 0 0 0 w S 0 N 8 I ih 0 d� 90 w E o� M � o% Nw 4� bi „z 7— �d R q/21 R �r all ('EVENT I.CNC E16 BARRI R CU:IB AND 1,U-TFR i} GLMF,NT CONCIt- L 9ARRIER CU(EE Q� t1k I �I r e �- c � CENIENT CONCFF.- RGILLO CURB AND �IJTTFR CITY OF YELM DI PT. OF PUBLIC I IC 1NORKS 1. EXPANSION JOINT MATERIAL TO P 3/8- THICK PREMfNDfD C —M C- N T CONCRETE JTNT , ;L R FUTH TIICKNESS OF CUNCFITC I` U � R 2 FORM AND BGPArF INSPECTION FEDI IRFU 011111 AYF`ff� _ \ ) J PCURINC YONCIB IC. - UWW., NO. 3. EXPANSION d9Nr5 10 BE PLACES ON ,9 CLNTERc uB wo12 5 FTHC -R DA—T[ 4- 13 DES. [Y'14, CND DATE. JEG s 3; 9 0/94 J 5' �___ 5 EDGE PINT IJD EACH PANEL r FROJri FE,ISH Li � e dO NT �3roRF MARK EXOINI ON PLAN TER STRIP —' (AS REQ.) 15 �. CURB' & u ITTFR SICF,WALF _ PLANTER 5 711E � b'bIN �_- (AS /RC r r 4, MIN.1, IJC TESL: EXPANSION JOINT MA TER AL TL BE 1/6- THICK PREMOLOEL IDiNT F1 OR -ULL ThI iE SS OF CONCRETE. FORM AND OH(;I'ADE INSPECTION REQUIRED CEFORE POURING CCWRETE. Z. SCORE MFNJ(5 SHALL BE =1 C” LON U1' 1 4' DEEP, of TI I M / I / r. FOR DEF L OF PUBLI IAdORK SIUEd ALK., OVER H' IN WIUIF, A LONGINDINAL SCORE MANK HALL DE MADE ALONG CEiJTI -R If WA-I'` �� T, CONCRE-TF 4. EXPANSION IN SHALL BE INSTALLED IN CULL CUT �I.DF� AI K GLTTCR AND IN SI�EWAI I Al PC AhU °T AT ALL CllRtl -� RETLRNa XPANSION JOINTS SHALL BE PLACE' , IN _ SIDENAIK AT SAME LOCATIONS AS THOS IN CURB AND APPROVED DWG RIO, GUTTER WHEN SIDf4AI K IS AD...ACEN r 10 CURB AND q GUTTER JNIFSS OTHERWISE DIRC]TED B' ENGINEER FIPHI IC 1UORK5 DI i I)R DATE �T`" _ UES ANN CND. DATE vru-11- w"y VmG L wu UIV 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. SEC 24, T 17 N, R 1 E,WM WHEEL STOP HANDICAP SIGN RE: DETAIL MITE J_ SEE SHEET HC -01 / FOR STRIPING 4" TRAFFIC WRITE DIMENSIONS STRIPING AT VC O.C. (TYP.) 951� _ `4° TRAFFIC WHITE STRIPING (TV.) ACCESSIBLE PARKING STRIPING NTS 4" TRAFFIC WHITE / STRIPING (TYP.) �'- // SEE SHEET HC -01 L7 FOR STRIPING ACCESSIBLE PARKING SYMBOL LOCATE AT EDGE OF PARKING SPACE DIMENSIONS rL . .. , 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 f UNLESS OTHERWISE INDICATED. STRIPING AND SYMBOL r R / /' °J � rn c N ~ � 711 5 -0 1 J V1 O l 1 ➢ �! o '-{ s. M1 VA�RIE3 D U v 4 VAIi!FS In T it 75 i n YP/ L I ti�Pr 1L.CEMENT CONC. _ rARfRILx cLrxe AND Q)TTER CITY OF LELOI DFPT CF PUBLIC ANIOPK4 :.ENERAL IVOTE81 NO "ON STRE I' PARKING PERMITTED. l'OLLEC 1 T OR HFFFR TORE FVANT SECTIONS OF THE AhPHUVEU DWG. NO EH N/E OPIdFM GUIDELINFS Flip ADDITIONAL �_. `i- q INFC)RMATIUN ON SIJ4M- DRAINACL, S:TRLLT LIC'HTING, PPbEIvFNT EIRUCTUR , ECT D =5 '-F OWIS, CKG. DATE JEC � J, 1,;'9UJC 2" CLEARANCE (TYP) 2.5" - ---'j— j"— 4° TWO BARS e MIN 10' MAX 3:1 SAND & CEMENT GROUT 1' DEPTH 18" MIN --// TWO �{6 BARS WHEEL STOP 10° 2' 5" Y NON - SHRINK GROUT 1 6 EXTRUDED CURB DETAIL NTS 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. 8 A ,35.073 FL - - -- - - - I�� 7 11 +08 06 376' L 5.271 TC 334.821 fL 335 01# 334 771 FL % 11+41.67 420' L p r334.6�1 10.5 v o n v v aZ 15 v -w p .. 335.57 DIMENSIONS rL . .. , 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 f UNLESS OTHERWISE INDICATED. STRIPING AND SYMBOL r R / /' °J � rn c N ~ � 711 5 -0 1 J V1 O l 1 ➢ �! o '-{ s. M1 VA�RIE3 D U v 4 VAIi!FS In T it 75 i n YP/ L I ti�Pr 1L.CEMENT CONC. _ rARfRILx cLrxe AND Q)TTER CITY OF LELOI DFPT CF PUBLIC ANIOPK4 :.ENERAL IVOTE81 NO "ON STRE I' PARKING PERMITTED. l'OLLEC 1 T OR HFFFR TORE FVANT SECTIONS OF THE AhPHUVEU DWG. NO EH N/E OPIdFM GUIDELINFS Flip ADDITIONAL �_. `i- q INFC)RMATIUN ON SIJ4M- DRAINACL, S:TRLLT LIC'HTING, PPbEIvFNT EIRUCTUR , ECT D =5 '-F OWIS, CKG. DATE JEC � J, 1,;'9UJC 2" CLEARANCE (TYP) 2.5" - ---'j— j"— 4° TWO BARS e MIN 10' MAX 3:1 SAND & CEMENT GROUT 1' DEPTH 18" MIN --// TWO �{6 BARS WHEEL STOP 10° 2' 5" Y NON - SHRINK GROUT 1 6 EXTRUDED CURB DETAIL NTS 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. - - -T PREPARED SUBGRADE 4' AGGREGATE BASE COURSE 2' ASPHALT CONCRETE PAVEMENT STANDARD DUTY ASPHALT 6' THICK 5' HIDE CONCRETE PEDESTRIAN SIDEWALK TO BE INSTALLED FLUSH WITH ASPHALT SURFACE. 4000PSI CONCRETE. PARKING LOT PAVING SECTION REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION ° N� d d - -��- K -- N v ° a ° J 338.92 FL 12 +07.36, 15' L BERRY VALLEY ROAD BERRY VALLEY ROAD DRIVEWAY 0 10 SCALE IN FEET 11+54 7 5 .3 437 ryry A ,35.073 FL - - -- - - - I�� 7 11 +08 06 376' L 5.271 TC 334.821 fL 335 01# 334 771 FL % 11+41.67 420' L - - -T PREPARED SUBGRADE 4' AGGREGATE BASE COURSE 2' ASPHALT CONCRETE PAVEMENT STANDARD DUTY ASPHALT 6' THICK 5' HIDE CONCRETE PEDESTRIAN SIDEWALK TO BE INSTALLED FLUSH WITH ASPHALT SURFACE. 4000PSI CONCRETE. PARKING LOT PAVING SECTION REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION ° N� d d - -��- K -- N v ° a ° J 338.92 FL 12 +07.36, 15' L BERRY VALLEY ROAD BERRY VALLEY ROAD DRIVEWAY 0 10 SCALE IN FEET 11+54 7 5 .3 437 L TAHOMA BLVD 311-1 ,35.073 FL - - -- - - - 7 11 +08 06 376' L 5.271 TC 334.821 fL 335 01# 334 771 FL % 11+41.67 420' L p r334.6�1 10.5 v o n v v aZ 15 v -w p 33525 335.27 335.02 335.12 335.21 26' 335.57 TAHOMA BLVD. DRIVEWAY 0 10 SCALE IN FEET APPROVED FOR CONSTRUCTION BY Date: Duvclopment Services Fnyinccr APPROVAL EXPIRES: C) �{ J 20 LU l UJI Z a F- u) N N M M W W U W I N O m z 0 z �o drvu �mw °3 �mw s � a o�w a� m N 303 m 3 �a 0 z a u W Q O U CD Q U) o g� LU LEB � r �pWARp F�G� pF wq h Q �e P � 0 9L010 S, rFOeA. � �JONAL 5 2C J GIBSON L HURTADO VED BT: J GIBSON NOV. 19,2012 0290.05 G FIE No: 290.05 -SP -02 G No: SP -02 N. 9 OF 0 ° ° o b g K ¢ a I D o b O O 6 O U U U m O >U F _ U U U w w w W W U W I N O m z 0 z �o drvu �mw °3 �mw s � a o�w a� m N 303 m 3 �a 0 z a u W Q O U CD Q U) o g� LU LEB � r �pWARp F�G� pF wq h Q �e P � 0 9L010 S, rFOeA. � �JONAL 5 2C J GIBSON L HURTADO VED BT: J GIBSON NOV. 19,2012 0290.05 G FIE No: 290.05 -SP -02 G No: SP -02 N. 9 OF SEC 247T17N5 R1E1WM LEGEND: SEWER CONSTRUCTION NOTES: ® WATER CONSTRUCTION NOTES: o � ,.,� � v ,;' ,o.,, / .i� / 1. INSTALL STEP SEWER TANK SYSTEM. 1. STA: 11 +13.31, 352.16' L SEE SHEET UT -02 FOR DETAILS. REMOVE EX. CAP AND INSTALL : 16 .INSTALL 1-8-6- REDUCE R (FLxMJ ) 1 -FIRE DEPARTMENT CONNECTION - -- NO- - - -v1- ` "- ,^� 2. INSTALL STEP SEWER TANK SYSTEM. EX WATER MAIN ,` -' SEE SHEET UT -02 FOR DETAILS. 2 INSTALL: 55 LF 6" WN 17, STA: 12 +49.24,11.35' L W PROPOSED WATER MAIN / v? '" INSTAL 1.5" DOMESTIC WATER TAP . 3. INSTALL STEP SEWER TANK SYSTEM. 3. STA: 11 +55.76, 320.65' L THRUST BLOCKING 1 , ; SEE SHEET UT -02 FOR DETAILS. INSTALL IR STA: 12 +49.21, 33.00' L cF / 1 -FIRE HYDRANT ASSEMBLY INSTALL: 1 -1.5" DOMESTIC WATER METER � \ 1 -1.5 RPBA ASSEMBLY H WATER VALVE 4. STA: 11 +19.83, 344.34' L '`/ �'\,/ INSTALL: HYDRANT / t * C'r� 1 -1.5" DOMESTIC WATER METER 19. INSTALL: 83 LF OF 1.5" WATER SERVICE LINE AND Q 4 BACKFLOW PREVENTOR ��•� \ 1 -1.5" RPBA ASSEMBLY CONNECTION POINT. ARCHIIECTURAL PLANS FOR BLDG / Y\ \ 1 -8" GATE VALVE (MJ<FL) 12 LF OF 1.5 WATER SERVICE LINE AND COORDINATE WITH 0 WATER METER .+ i s4xr +ew' �u -cm'' r •.;,lam? ARCHITECTURAL PLANS FOR BLDG CONNECTION POINT. 20. STA: 11 +56.51, 393.25' L � r ' 7. CONNECT BEGINNING OF REPLACEMENT WATERMAIN. INSTALL 'R FIRE DEPARTMENT CONNECTON �+/ `•'� � u ^y,, �/ ` z � \ � \`� � 5. STA: 10+72.93,14.28' L TEMP 8° WATER VALVE FOR PRESSURE TESTING AND / r \ INSTALL CLORINATION OF NEW MAIN. TYPE OF CONNECTION OF MAIN ® POST INDICATOR VALVE 70 - \/ \ \ 1_9 TO BE COORDINATED WITH CITY BEFORE DIGGING.. y v: - s .,, " E (MJxFL) Y " 3- --- -5- EX S.T.E.P. MAIN 6. INSTALL 106 LF 8" 1WA 21. INSTALL: 208 LF 8° PVC REPLACEMENT WATER MAIN a a \ \ 5 PROPOSED S.LEP. MAIN / ' m'\,'/ 7. STA: 10+73.03, 88.821 22. STA: 13+4.46, 289.59' L INSTALL' 1.5" DOMESTIC WATER TAP CONNECT END OF REPLACEMENT WATERMAIN. INSTALL N SEWER VALVE \ -B" GATE VALVE (FLXMJ) 8° WATER VALVE FOR PRESSURE TESTING AND O \ \� �' CLORINATION OF NEW MAIN. TYPE OF MAIN CONNECTION TD ®co CLEANOUT / 7 / I 3 1 \ . 8. STA: 10+73.06, 117.05' L / 1 S BE COORDINATED 1WTH CITY BEFORE DIGGING. INSTALL O O S.T.E.P TANK / - a `�'� " \ 1 -90' BEND (MJXFL) MOIL' I WATER NOTES AND DETAILS SHOWN ON SHEETS UT -05 AND UT -07 9. STA: 10+80.93, 117.05' L 4 ��\ /"� K � \ INSTALL ` \; �� \ 1 -FIRE HYDRANT ASSEMBLY P 0 10 STA: 10 +59.50, 88.41'1 r' / 1 , z* t 1l '/ \/ e 1 9 I I a� i - I I I 588' 14 30.62° 12 +00 s s BERRY VALLEY ROAD s i w w w Al / Oa r N 7" \ \ y% r , P3m!raa � wem xx+a wsx'a r t- t 1l '/ \/ e 1 9 I I a� i - I I I 588' 14 30.62° 12 +00 s s BERRY VALLEY ROAD s I 4" D.I. FDC e D.I. SPRINKLER 1 1/2° DOMESTIC \ NSTALL i -15" DOMESTIC WATER METER \ - \ 0 30 60 1 -1.5" RPBA ASSEMBLY ` '• 85 LF OF 1.5" WATER SERVICE LINE AND COORDINATE ' \ \\ +\ SCALE IN FEET WITH ARCHITECTURAL PLANS FOR BLDG CONNECTION POINT. 11. STS: 12 +43.24, 11.35 L \ \ INSTALL " -1 v 1 -8'X4" TEE (MJXFL) 1 -4" GATE VALVE (FLXMJ) \ \ \ 12. INSTALL: 20 LF 4" FIRE SPRINKLER MAIN. SZE TO BE /y \ VERIFIED PATH SPRINKLER DESIGNER., \ \ 13. STA: 12 +43.01, 33.08' L \ \ \ INSTALL \ 1 -FIRE DEPARTMENT POST-INDICA VALVE -F \ AND ASSOCIATE MIRING. SEE SPRINKLER DESIGN FOR r \ CONNECTION INFORMATION. \ ` 14. INSTALL 85 LF 4" FIRE SPRINKLER MAIN \ \ y �I \ 15. INSTALL 85 LF DI FIRE MAIN FOR FOG CONNECTION NOTE: ALL WATERMAINS TO BE PVC PER CITY OF YELM'S Z STANDARD NOTES.Q THRUST BLOCKING IS REQUIRED AT ALL WATER MAIN � BENDS AND CONNECTIONS. W ` \ \ FOOD PREPARATION IS NOT ANTICIPATED INSIDE THE W i \ \" \ BUILDING. THEREFORE A GREASE TRAP SHALL NOT BE C/3 / BUILDING WILL HAVE FIRE \ REQUIRED. CL SPRINKLERS DCV WILL BE -"\ `. W - I'- LOCATED INSIDE BLDG. \ \ Of LLI O ` _ j g I \ \\• \ \M\ \ \� \ \ u � INFILTRATION PONDV �� y A r"•" 'y 3 3 � r "r I C PI /I , "r '1 .r. ----- 1- NW -28 on.;98 c. - - 16 +00 .tL � _. _ 17100 .. \� �� 49�w>:e rz'caeq ¢sue a .racl su;ew �r+n`ara rangy' � - � .� �- •� ,� � ' � `� �\. \ APPROVED FOR CONSTRUCTION BY: Date: Devebpmenl Services EoRdoeer APPROVAL EXPIRES: i w w w I 4" D.I. FDC e D.I. SPRINKLER 1 1/2° DOMESTIC \ NSTALL i -15" DOMESTIC WATER METER \ - \ 0 30 60 1 -1.5" RPBA ASSEMBLY ` '• 85 LF OF 1.5" WATER SERVICE LINE AND COORDINATE ' \ \\ +\ SCALE IN FEET WITH ARCHITECTURAL PLANS FOR BLDG CONNECTION POINT. 11. STS: 12 +43.24, 11.35 L \ \ INSTALL " -1 v 1 -8'X4" TEE (MJXFL) 1 -4" GATE VALVE (FLXMJ) \ \ \ 12. INSTALL: 20 LF 4" FIRE SPRINKLER MAIN. SZE TO BE /y \ VERIFIED PATH SPRINKLER DESIGNER., \ \ 13. STA: 12 +43.01, 33.08' L \ \ \ INSTALL \ 1 -FIRE DEPARTMENT POST-INDICA VALVE -F \ AND ASSOCIATE MIRING. SEE SPRINKLER DESIGN FOR r \ CONNECTION INFORMATION. \ ` 14. INSTALL 85 LF 4" FIRE SPRINKLER MAIN \ \ y �I \ 15. INSTALL 85 LF DI FIRE MAIN FOR FOG CONNECTION NOTE: ALL WATERMAINS TO BE PVC PER CITY OF YELM'S Z STANDARD NOTES.Q THRUST BLOCKING IS REQUIRED AT ALL WATER MAIN � BENDS AND CONNECTIONS. W ` \ \ FOOD PREPARATION IS NOT ANTICIPATED INSIDE THE W i \ \" \ BUILDING. THEREFORE A GREASE TRAP SHALL NOT BE C/3 / BUILDING WILL HAVE FIRE \ REQUIRED. CL SPRINKLERS DCV WILL BE -"\ `. W - I'- LOCATED INSIDE BLDG. \ \ Of LLI O ` _ j g I \ \\• \ \M\ \ \� \ \ u � INFILTRATION PONDV �� y A r"•" 'y 3 3 � r "r I C PI /I , "r '1 .r. ----- 1- NW -28 on.;98 c. - - 16 +00 .tL � _. _ 17100 .. \� �� 49�w>:e rz'caeq ¢sue a .racl su;ew �r+n`ara rangy' � - � .� �- •� ,� � ' � `� �\. \ APPROVED FOR CONSTRUCTION BY: Date: Devebpmenl Services EoRdoeer APPROVAL EXPIRES: N M 0 0 L2 ° o w 0 o w a � � o n o w w w z tz o U U CJ w w w w a a a a s s s s w w w w J " O Jm W Z O N Z W Z U = R Q o W 3�o Ur 4rv�U dC N j / ? G m W z r 0 wa a s D v Q otiw z_ 3m3 W W O / w ? °� Z p a VI w W w I u LU Q U z W Lu 0 I5- E VAL J GIBSON L HURTACO BY: J GIBSON NOV. 19,2012 029005 R r 2%05 -UT -01 N. UT -01 10 OF 21 w w w Oa r N N M 0 0 L2 ° o w 0 o w a � � o n o w w w z tz o U U CJ w w w w a a a a s s s s w w w w J " O Jm W Z O N Z W Z U = R Q o W 3�o Ur 4rv�U dC N j / ? G m W z r 0 wa a s D v Q otiw z_ 3m3 W W O / w ? °� Z p a VI w W w I u LU Q U z W Lu 0 I5- E VAL J GIBSON L HURTACO BY: J GIBSON NOV. 19,2012 029005 R r 2%05 -UT -01 N. UT -01 10 OF 21 i� 0 J(I 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 SHL UT -04 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. ©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. O8 STA: 12 +92.86, 112' L INSTALL, HOSE BE WITHIN 50' OF STEP TANK FOR TANK MAINTENANCE. COORDINATE WITH BLDG PLUMBING PLAN. SEC 24, T 17 N, R 1 El WM 41 x \ \ <\ 3 I \ / O 4 R 5 L \ — J C \ STEP SEWER SYSTEM #2 (PHASE 2) O REMOVE EXISTING 2° SS CAP AND INSTALL NEW 2" SERVICE. SEE DETAIL 7 -1 ON SHT. UT -04. OSTA: 11 +23.21, 360' L INSTALL 2" 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. O4 STA: 11 +4228, 348' L INSTALL: 4" STANITARY SIDE SEWER. SEE DETAIL ON UT -03 FOR TANK INVERT AND DETAIL 7 -7 ON SHT. UT -05. O5 INSTALL 4 SANITARY SIDE SEWER REFER TO DETAIL 7 -7 ON SHT. UT -05. OSTA: 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. STA: 11 +51.29, 305 'L INSTALL: HOSE BIB WITHIN 50' OF STEP TANK FOR TANK MAINTENANCE. COORDINATE WITH BLDG PLUMBING PLAN. „ r STEP SEWER SYSTEM #3 (PHASE 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 OSTA: 9 +31.59, 73' L INSTALL: STEP SEWER TANK SYSTEM WITH DUPLEX PUMP SYSTEM. SEE DETAILS ON SHT. UT -03. O STA: 9 +21.72, 75" L INSTALL 4" STANITARY SIDE SEWER. SEE DETAIL ON UT -03 FOR TANK INVERT AND DETAIL 7 -7 ON SHT. UT -05. O INSTALL 4 SANITARY SIDE SEWER REFER TO DETAIL 7 -7 ON SHT. UT -05. OSTA: 9 +09.26, 89' L INSTALL: e SIDE SEWER CONNECTON 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 -04. 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 LEGEND: EX S.T.E.P. MAIN S PROPOSED S.T.E.P. MAIN N N SEWER VALVE O, M Oco CLEANOUT o g w � � w 4 Q � O O S.T.E.P TANK w w w z 0 0 o Q U U U (jj U U V J W W ¢ W d 2 2 d W W W a N M c W W 0 u ? x Wir N i o � G N O o W W o: o�V a o„W Z 5` M3 Q 15 oa 0 w W W 4 I s to " 0 CALL BEFORE YOU DIG APPROVED FOR CONSTRUCTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATON AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL BY: Date: UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND oevelnpmem Servkcs Enginen LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY APPROVAL EXPIRES: EXCAVATION. ii J w w w O Cl w Of c~� z Rl: Q w LLJ } F-- } EX S.T.E.P. MAIN S PROPOSED S.T.E.P. MAIN N N SEWER VALVE O, M Oco CLEANOUT o g w � � w 4 Q � O O S.T.E.P TANK w w w z 0 0 o Q U U U (jj U U V J W W ¢ W d 2 2 d W W W a N M c W W 0 u ? x Wir N i o � G N O o W W o: o�V a o„W Z 5` M3 Q 15 oa 0 w W W 4 I s to " 0 CALL BEFORE YOU DIG APPROVED FOR CONSTRUCTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATON AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL BY: Date: UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND oevelnpmem Servkcs Enginen LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY APPROVAL EXPIRES: EXCAVATION. ii J Lu EL' O Cl Q Of c~� z Rl: Q w LLJ } F-- } m m NAL ti J GIBSON L HURTADO J GIBSON M NOV. 19,2012 a 0290.05 DRAWNG HLE No: 290.05 -UT -02 DRAWN rvo: UT -02 SEC 24, T 17 N, R 1 El WM i 7 03 ww-w , t - A��rtt,. Y v T . Da wic- MW ITEM"- Y,C;W4N- V" 1w+�+ CCCC WI-d t*. 1k, ti v,5/23/07 0oww**ml bL �3 0 0 z i °o F5 F U i 6 >Q a U L r E n� n° 00 _n ry od �z ro 3000 GALLON STEP /PUMP TANK (TYPICAL STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK C PVC ® 2.0% MIN - `n 18" BELOW LIQUID LEVE IE=332.00 RIM = 336.90 CONTRACTOR TO VERIFY WITH FINAL Gf ADING 24' RISER t 1,036 GALLONS EMERGENCY STORAGE -1 I`WORKING VOLUME 179 GALLONS 1,786 GALLONS DETENTION STORAGE —3 112' TAPER 151" RIM = 336.90 CONTRACTOR TO VERIFY WITH FINAL GRADING N 30' RISER DAY CARE STEP SYSTEM NTS SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER, TYP OF ALL RISERS LOCATED IN HARD SURFACES SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMENTS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF TAN STANDARD :()N T-.OF DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION BIOTUBE AND PUMP SYSTEM, STEP TANK VOLUMES PUMP OFF LEVEL- D" TO 50' VOLUME: 1786 GALLONS WORKING VOLUME - 50" TO 55" 179 GALLONS EMERGENCY VOLUME - 55" TO 84" 1D36 GALLONS TOTAL PUMP TANK VOLUME: 3000 GALLONS NOTE: ALL FLOAT ELEVATIONS PRONDED BY CITY OF YELM X000 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 24' 30' DETAIL 7 -9 FOR DUPLEX PUMPING RISER RISER SYSTEM REQUIREMENTS. SEE STANDARD DETAIL 7 -14 FOR 4" PVC ® 2.07 MIN kn _ i J. FLOAT SETTINGS. TBD GALLONS EMERGENCY STORAGE SEE CITY OF YELM STANDARD WORKING DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION VOLUME Q BOAT ON W OF BIOTUBE AND PUMP SYSTEM. FLOAT OFF TBD GALLONS AVAIL DETENTION STORAGE 1/2' TAPER 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. APPROVED FOR CONSTRUCTION BY: Date: Dcvviopmaot 9e,vioes Enginetc APPROVAL EXPIRES: J tG Jm Ln W Z O Y W- 27V-YELM 300 6A. eX ;MFAGT- le IV rv� M W a as � W N 4 o ..1'3.27. 9 ado 0 R1 u�'.0 `` b; (w�1.....(:d A'� 1w [Vhi wall° a s 0 0 0 2- 1 z N o v w U z 3m� 1 3$I rM AN(uEs y- W O 3 12 1 w 'm3 Z o 2- +10° 3 'a IMFtA Y r i. a *-1 W Z z W 3- +40° U U n y I R - +4e u C3 0 a U U V w W w w a a a a 0 i 7 03 ww-w , t - A��rtt,. Y v T . Da wic- MW ITEM"- Y,C;W4N- V" 1w+�+ CCCC WI-d t*. 1k, ti v,5/23/07 0oww**ml bL �3 0 0 z i °o F5 F U i 6 >Q a U L r E n� n° 00 _n ry od �z ro 3000 GALLON STEP /PUMP TANK (TYPICAL STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK C PVC ® 2.0% MIN - `n 18" BELOW LIQUID LEVE IE=332.00 RIM = 336.90 CONTRACTOR TO VERIFY WITH FINAL Gf ADING 24' RISER t 1,036 GALLONS EMERGENCY STORAGE -1 I`WORKING VOLUME 179 GALLONS 1,786 GALLONS DETENTION STORAGE —3 112' TAPER 151" RIM = 336.90 CONTRACTOR TO VERIFY WITH FINAL GRADING N 30' RISER DAY CARE STEP SYSTEM NTS SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER, TYP OF ALL RISERS LOCATED IN HARD SURFACES SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMENTS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF TAN STANDARD :()N T-.OF DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION BIOTUBE AND PUMP SYSTEM, STEP TANK VOLUMES PUMP OFF LEVEL- D" TO 50' VOLUME: 1786 GALLONS WORKING VOLUME - 50" TO 55" 179 GALLONS EMERGENCY VOLUME - 55" TO 84" 1D36 GALLONS TOTAL PUMP TANK VOLUME: 3000 GALLONS NOTE: ALL FLOAT ELEVATIONS PRONDED BY CITY OF YELM X000 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 24' 30' DETAIL 7 -9 FOR DUPLEX PUMPING RISER RISER SYSTEM REQUIREMENTS. SEE STANDARD DETAIL 7 -14 FOR 4" PVC ® 2.07 MIN kn _ i J. FLOAT SETTINGS. TBD GALLONS EMERGENCY STORAGE SEE CITY OF YELM STANDARD WORKING DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION VOLUME Q BOAT ON W OF BIOTUBE AND PUMP SYSTEM. FLOAT OFF TBD GALLONS AVAIL DETENTION STORAGE 1/2' TAPER 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. APPROVED FOR CONSTRUCTION BY: Date: Dcvviopmaot 9e,vioes Enginetc APPROVAL EXPIRES: Cn J ;fs W Y Z 4 F-- W W Cn a. W F Cf.) M LU of O Q F- U Z < D � W > RD 42010 1(t7R1.'T2TS LHURTADO -- J GIBSON NOV. 19, 2012 029D.05 5 No: 29005 -UT -03 UT -03 12 p 21 J O " Jm Ln W Z O N Ut w � IV rv� M W a as � W N o w ado 0 Cn J ;fs W Y Z 4 F-- W W Cn a. W F Cf.) M LU of O Q F- U Z < D � W > RD 42010 1(t7R1.'T2TS LHURTADO -- J GIBSON NOV. 19, 2012 029D.05 5 No: 29005 -UT -03 UT -03 12 p 21 J O " Jm Ln W Z O Ut w � U z W a as � W N o w ado 0 N NJ Y�3 a s 0 0 0 z N o v w U z 3m� W O 3 1 w 'm3 Z o Q c W Z z W a tv U U V y u C3 0 a U U V w W w w a a a a 0 0 0 �0y N VI fw/1 N s s s s it it � Cn J ;fs W Y Z 4 F-- W W Cn a. W F Cf.) M LU of O Q F- U Z < D � W > RD 42010 1(t7R1.'T2TS LHURTADO -- J GIBSON NOV. 19, 2012 029D.05 5 No: 29005 -UT -03 UT -03 12 p 21 J O " Jm Ln W Z O Ut w � U z W a as W N N u ado z Y�3 Z a z ¢ z N o v w U z 3m� W O 3 1 w 'm3 Z o Q w W Z z W a tv I u Cn J ;fs W Y Z 4 F-- W W Cn a. W F Cf.) M LU of O Q F- U Z < D � W > RD 42010 1(t7R1.'T2TS LHURTADO -- J GIBSON NOV. 19, 2012 029D.05 5 No: 29005 -UT -03 UT -03 12 p 21 11 m 0 w x °o N 0 a r U so &m I w o � 00 M n U �o CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WT14 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 REWIRED 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 PRECONSTRUC11ON 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. B. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONIINUOUS 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 WRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE 'D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR, 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WTH 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 WTH 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 TESING 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 YELM. APPROVAL SHALL NOT REUEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUIY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE 'ON -OFF' SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL 15031-0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406' DIAMETER. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE, BEDDING AND LOCATION B) TANK INFILTRATION, DRLTRATION TEST C) S.S. PRESSURE TEST D) SERVICE UNE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. PCP MOUNTED ON GALVANIZED Ut8- STRUT. PRESSURE TREATED LUMBER NO LONGER ACCEIPTABLE 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 46 HOURS PRIOR TO ANY EXCAVATION. CITY OF YELM SEWER ADDENDUM NOTES: 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 CAI DNS SHALL BE FIBERGLASS TANKS MFG, BY EITHER CONTAINMENT SOLUTIONS INC. OR XERXES INC. 2. ALL FIBERGLAS$ STEP TANKS SHALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTION $ 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 'BACK -UP" GENERATORS FOR POWER OUTAGES MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WALL 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 WTH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBVVP AS MFG BY BRYANT FOR USE WITH THE CITIES PORTABLE AUXIUARY 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 3000 GALLON SHALL HAVE ONE HOLE IN THE DIVIDER BAFFLE CENTERED AT 29" ABOVE THE FLOOR OF THE TANK. 6. ALL 'TRAFFIC BEARING' SERVICE BORE$ 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. RECOMMENDATION PER PIPE SIZE 9. MINIMUM STEP TANK SIZE SHALL BE 11000 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 DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL AUGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT 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 IS MINIMUM VERTICAL SEPARATION FROM WATER MAINS. 5. PIPE LENGTH$ CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. PANEL � : CONTRACTOR TO PAEL. WALL GE GARAGE WALL SHIM,. ETE. , 10 ACCOUNT FOR PUMP CONTROL I DIFFERENT TYPES -PANEL OF OF: SHRINE Y PYC (CO.NT BOTH C N TO x CONpM- FORM BOTH CONDUITS w q AS SUITSN kOR 30TH Ozu :N Sw /41 LE; CONDUITS) -- ¢ r I STAINLESS STFFI rw0.. EL'D FIG4L HOLE STRAYS AS REWIRED TO SECURE c LINE FROM _O EIECT_RICAL. CONDU,7 TO WALL UNDER dWSE PANEL" CONDUIT 1 - CEXISTING GROUND TO STEP_ L - TANK- - IF - l FOOkING /STEM X T z 'O STEP -- -j -J WALE. �\�� 'ARK - TO STEP TANK CITY OF YELM - LOCATION OTHER THAN GARAGE DEPT OF PUBLIC WORKS .WALL OR REMOTE POST V41 L BE CGN5SDERED ON A CASE TYPI CAL PUMP CONTROL B' EASE BASIS. -PANEL INSTALLATION ON ,EXISTING HOUSE PPR V DWO. NO. Tti d'r- 7 -5 PUBLIC: WORKS DIRECTOR. DATE DES ORD.: DATE JY JEG 7P 4/2007 SEC 241T17NTR1 ElWM I AVIrE PDX '44SON 1 I$ . l,..S Mn J, ^1.1. I W& 4 BOLTED HINGED COV Y OR OJ L I JEER h RKIt D R A7 WER' Ib Jt i"i ^, A c S 14 GA F h Av NEU_A LU dl G•a. I ^07 TON, ,G PP L TO rU _ ALL NINE WERE o k v HAL- I I i h GE ONhI FWISFI RE V C 0 RY USVN 0.3Y 7 W IFRE d!_5 A 1N,.FACIUR'eD D GEt 1 is srE A Ix -sf TEa _OJITIIE�- r v S 1NJ P1 w N h'CF, II ! VALVE SL 5.. - --" I CF a'u IGg1 1.3 I'LL h�EJi.xSi_� D, P? "SeLL .ACNE, SL x ,J 1, tr•�Rd TV' Mf PLE: SL 1 °ca MAN DLA. PVC L, nGr cm S DLe - 1 •.�T I1 nom:. CITY, �� SEr e T. F c RSON 'nXA S LI F�F.P J" PI I °1.I _?f'eORR',eg tJ 3 ROV ED ol OUR5 TO F, C ON 30t 1 N NTEf ETUIP Ire T.1 L, F NDIYt, ' 7 CA )N.a % vHAL '_c C.. +_r S ,% . i i[ �.. v JIV1 Il -L II�,IRV .S 'APT P S Et2 e, \- . -_..__ _. -T m. lR C' hO N CK VA O +N OAF ''l -0. ES k O P N U �° L 'u'C> hF cYr 6�•I ' -1.;G } I _1.5. AWN. I L•C. .� U,A 1, 7P L 4 . /:'0 -�7 SEE RESTORATICNI TABLE ABDVE SEE RESIURATIDN TABLE (4 O i�T''iYi�i4i t�.'J1`i0♦ 4f.0. � • fl .p SOPFACC 7NICXHE55 DACKT'L/ COMMDi1;/ - DECAL - SEE CRUSNE 4' CRUSHED SURFACE SELECT BACKFILL FINS'E:. AOE SW .I. EE sPEancA nDNS TOP COURSE COMPACT PC BOI SMOG N 4 CCN951ANT ' VALVE- A SEMOLY JYIENT BA__ VALVE N 45 SIIOWN BALL VALVE MTH ENSUING. _ 3' MIN. GRACE B AC. FRISH ROADWAY TO r80ln 18PT: PAVING OMCH 4 - <UAHFO m WEMCE AU1Bid CONFORM TO ALL EXISIRI DYER GRAWL VASE PUSH J7IT: COMPACT TO CSI LETTERING TUNING WIRE INSTALL IN T S /4'. EY CCNJUI I SEAL `I FOR SEAMED CALL SLOPES SHALL MATCH LOP CONCR TE SURFACE i. SELECT BACKHOL 360- 458 -B41 B)RVLWAY/.,DEWALKI CONCRETE THICKNESS II TEXTURE, AND GRADE CNY BF TEW MTUhG3£Df PWNPNGS BATA BACKELL FINISH GRAIN SHAtl FE L./LANDSCAPE j BACKFILL SEE --PADLOCK MIR COMMON KEY __c• - TOP SOIL CENTERED ON WITH E %IG'ING GRADE EXISTING CRAGS FURNISHED BY TIE U IY } uj PANEL RESTORATION TABLE MAINTAIN SIDE OF YELM H/A yam r ABDOE. EXISTING -ALARM .IGHT AND {�--- GRADE d SMOOTH SILENCE BUTTON a !JRENCC RISER TANK STEEP FE 1.08 g12 n FROM POWER .- TO STEP TANK - SIMPLEX / SCURCE ARM 11'2%, 1'2`C 13 -W72 - \ ♦\ / TO STEP TANK - .DUPLEX ' I7 ((12 TO STEP TANK TRIPLEX ING BEDDING FOR CITY OF 'YELM 1 PNC ;COAT DEPT. OF PUBLIC WORKS TYPICAL PUMP NOTE: PANEL M ASSEMBLY AS SET CONITRIO PANEL CONTROL t DEPENDING G NMANUY MANUFACURER �--- PIPE E O.D. API`_ROVE_ DWG. N0. 13 N `z"" " 7 -6 PUBLIC WORKS DIRECTOR DA-E o TANKS SHALL 000 GAL TA UE N. CKU. A 1 JY JEG TP 4/2007. SEE RESTORATICNI TABLE ABDVE SEE RESIURATIDN TABLE (4 O i�T''iYi�i4i t�.'J1`i0♦ 4f.0. � • fl .p RESTORA ION TAE31 E 1 SOPFACC 7NICXHE55 DACKT'L/ COMMDi1;/ TYPE COMPACTION RECANTS, OTHER REQUIREMENTS CRUSNE 4' CRUSHED SURFACE SELECT BACKFILL FINS'E:. AOE SW .I. EE SURFACE TOP COURSE COMPACT PC BOI SMOG N 4 CCN951ANT ' VALVE- A SEMOLY JYIENT BA__ VALVE PLMP pFMTAI \\ 45 SIIOWN BALL VALVE MTH ENSUING. _ 3' MIN. GRACE B AC. FRISH ROADWAY TO wC PAVEMENT PAVING OMCH 4 - <UAHFO SELECT BACKCIL CONFORM TO ALL EXISIRI DYER GRAWL VASE SURFACE TtX` CLTFDE COMPACT TO CSI AND CURBS TUNING WIRE INSTALL IN T S /4'. EY CCNJUI I SEAL `I O SLOPES SHALL MATCH LOP CONCR TE SURFACE AN NCH tKISIIN6 SELECT BACKHOL MATCH ETOSTNG F NISH B)RVLWAY/.,DEWALKI CONCRETE THICKNESS COMPACT TO R.SI TEXTURE, AND GRADE MTUhG3£Df PWNPNGS BATA BACKELL FINISH GRAIN SHAtl FE L./LANDSCAPE I.- BACKFILL SEE SMOOTH 6 __c• - TOP SOIL COMPACT 'C P:/J, WITH E %IG'ING GRADE EXISTING CRAGS STANDARD - } uj NATIVE BACKFIII. RESTORATION TABLE MAINTAIN SIDE UNIMPROVED SUFAC[ H/A COMPACT TO 63Z. r ABDOE. EXISTING -I 2 -PART EPDO, UDC GRADE d SMOOTH _ SLOPE a !JRENCC RISER TANK STEEP FE J LNOU10 n .- ^� / SI AS. POSSIBLE ARM j TANKS - \ ♦\ / , SEVER .LINE ING BEDDING FOR 1 PNC ;COAT CEDUNDANT FLEXIBLE ASSEMBLY AS SET in �--- PIPE E O.D. ::: BY CITY OF YELM 13 N o TANKS SHALL 000 GAL TA 4 "m -_ 1< / .DIA. INLET f HAVE A 25° DOWN PIPE DRIB CE INX[S aRpuNG PERIMETER OF VAULT 3 FWD RESTORA ION TAE31 E 1 SOPFACC 7NICXHE55 DACKT'L/ COMMDi1;/ TYPE COMPACTION RECANTS, OTHER REQUIREMENTS CRUSNE 4' CRUSHED SURFACE SELECT BACKFILL FINS'E:. AOE SW .I. EE SURFACE TOP COURSE COMPACT PC BOI SMOG N 4 CCN951ANT ' VALVE- A SEMOLY JYIENT BA__ VALVE PLMP pFMTAI \\ 45 SIIOWN BALL VALVE MTH ENSUING. _ 3' MIN. GRACE B AC. FRISH ROADWAY TO wC PAVEMENT PAVING OMCH 4 - <UAHFO SELECT BACKCIL CONFORM TO ALL EXISIRI DYER GRAWL VASE SURFACE TtX` CLTFDE COMPACT TO CSI AND CURBS TUNING WIRE INSTALL IN T S /4'. EY CCNJUI I SEAL `I O SLOPES SHALL MATCH LOP CONCR TE SURFACE AN NCH tKISIIN6 SELECT BACKHOL MATCH ETOSTNG F NISH B)RVLWAY/.,DEWALKI CONCRETE THICKNESS COMPACT TO R.SI TEXTURE, AND GRADE MTUhG3£Df PWNPNGS BATA BACKELL FINISH GRAIN SHAtl FE L./LANDSCAPE EVER 4 MIN PTE A .. SMOOTH 6 __c• - TOP SOIL COMPACT 'C P:/J, WITH E %IG'ING GRADE EXISTING CRAGS STANDARD - } uj NATIVE BACKFIII. MOUND BACKFILL UNIMPROVED SUFAC[ H/A COMPACT TO 63Z. r ABDOE. EXISTING -I 2 -PART EPDO, UDC GRADE d SMOOTH =0 - CRUSHED SURFACE DATE COURSE CSTC = CF.UEHFO SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TR =NCH o. _ PUBLIC WORKS DIRECTOR .DATE '3 OWN I -ORD. DATE . JY JEG TP 4/2007 LISP 1 ". JNION TO CONNECT TLSIIIJ; APAHATU6 FUR F F£91RE PE TING ELTME JD OH 5 STA S WITH STAMI F55 5'!EP 1B MIN R SER HEIGHT T; NOA APT( \ PLO NEOPRENE GASKET ALL NON IHAIFTC RFAHIVL TANK£ \ \ \ I DIAPVC. ROSE AND f LAVIL SJFFI.FNT WIRE TO A OW FC-,-\ \ ' VALVE- A SEMOLY JYIENT BA__ VALVE PLMP pFMTAI \\ 45 SIIOWN BALL VALVE \• \ _HALE do WITH 12' BELOW ELECTRICAL SPLICE 19OX WTH CCRD SKIP-' •\ ALL ,, ^.ONNECTIONG SHALL BE MADE \ WITq HEAT SHRINK DUI, „ CM yECICRE \ \ ' c1 OR 14 PV,: SLOPE CRWN17 SWAY FROM RIeTF \\ ` NIGER W/UD •20' -DIA FIRRFD P\G / RISEN (NTH NEOPR:NE. 14 GAUGE U- \ IU DRGV TDB OF KSEP "TO C , I /.GROMMETS INSULITEJ OF EL- CIHICAL COND'JI -- _ TUNING WIRE INSTALL IN T S /4'. EY CCNJUI I SEAL `I O RISER - RW- IDNING 'AIR _ - INSTALL IRE ING wo IF T:ICAL CONDUIT LO-- PC PDAOER. SOURCE in __. Lu __c• - T F'. ENT DISCiARGE STANDARD - } uj r INLET TEE- -- �Ti'' 2 -PART EPDO, UDC !JRENCC RISER TANK J LNOU10 n AnAPTDR FOR CONCREE Lf `FLy J,f ARM j TANKS r 5 N 1 PNC ;COAT CEDUNDANT ASSEMBLY AS SET in OFF ::: BY CITY OF YELM 13 N o TANKS SHALL 000 GAL TA 4 "m -_ 1< / .DIA. INLET f HAVE A 25° DOWN PIPE DRIB CE INX[S aRpuNG PERIMETER OF VAULT 3 4 ". UTA. PVT FLOW WAFFLE NUUCLR \ � 'PVE' HIU IUa2. L NGO1 TURBINE 11 O IC GPM PI P.ID 051 O51FUMY WI T4 DUPLEX T pIMEET T HE MATERINS I.EN AND CLASS v QW nrvD CABLE F PART. TIF T,FN-RAnTO4 SNAIL. MEET TIIE WILL I INTEN__OF 1/6 8Y-PASS SS COI S ORIFI INTENT OF THT INSTILLATION REOWpfMCYb SHCW IN THE THE INS IN E: CI IN THE: H_AD -AL i(^!pAL RTEY.:NSiAI- LATIN. I THIS N F THIS POLICY IS NO LONGER IN AFFECT CITY OF °LLM ' DEPT. OF PUEiI I,C WORKS TYPICAL SIMPL -X STFP TANK IINSTA'LLAHON APPROVED PPOO, w. ^..�� PUBLIC WORKS DIR CTOP DAfF I / CES.- plM\. COD . UAT E - J•, JEG IT' __ 4/2007 APPROVED FOR CONSTRUCTION BY: Date: Dcvclopmcnt Se,k. Bngin"T APPROVAL EXPIRES: ULI IDU CD I� I� � 1 nl Q, \ O O n n 0 0 r o � w o a 0 r 12 `2 z w z iCL O O O O 1- J U C> U a a a 0 0 0 0 s s -> LU OK ILL t J " CO J W Z z N 'U 5 w z G = W� O Quo 2 Z ow> Z m w BE :2 O emu a z o�w a m N L!F U ¢ wok 1 w ?UD3 Qz oa z w W Q I N CA Q H-- z � a 42010 I. VA L J GIBSON L HURTADO BY: J GIBSON NOV. 19, 2012 0290.05 ILE N.: 290.05 -UT -04 UT -04 ,T .. J R-- W m CD LU 0!� Q O (J z RW- O Q PC in Lu J W } uj r Q H-- z � a 42010 I. VA L J GIBSON L HURTADO BY: J GIBSON NOV. 19, 2012 0290.05 ILE N.: 290.05 -UT -04 UT -04 ,T .. i 0 m °o a w 3 00 O U x i V a a 0 I E v M o 0 0, M N n V �a THIS POLICY JS NO LONGER IN AFFECT AL E TPJNKS .. ITI-Vo P(` r` ErL-st inn/ -I n -FINIS iCU L' +aUE WATER TGHT UC I 21 'I MIN.PVC RISER WITH WATER TIGHT I i !`UMP VAULT RISCR UD— ///- - 14 GAUGE TONING. I� 14 GAUGE TONING WIRE 10 aRVCE .WARE TO SS CO PDX - i` PDX o - - V -7 I I \_Z PART USE ORCNC T TANK TU RISEN ADAPTER FOR � I I CONCRETE TANKS � I I /- 01 pPFC'E I PUMP ASSEMBLY, SEE , CWs NO. 7 -9 o V-2 I� I (NOTE 1) 2�YULU.NE -� I - -I /3 ✓OIUME T. o'• IN DLDDINC VARI=S ,. 1500 GAL 0 00 30 GAL 4 4500 GAL \' 1 ' '40C GA GOO GAL V -2 1 1100 GAL 240E GFL _ ON A:(- IANKS'LARGER THAN 15X GALLONS THE LENGTH. OF THE DOWN .TURNED INLET PIPE W41 BE DETERMINED aY THE YELM SEINER DEPT. NOTES, 1. DELETE BATTLE FOR A 3000 GALLON TANK UIIIJ2-D AS A TRIPLEX PLMP VAULT. CITY OF "ELM 2. THE R o- u DEPT OF P E WONS SHOWN, _V W 71_EFANCES IN EXCESS OF PUBLIC WCRKS DIMENSIONS SHOO /M1. -� �/�� z n - /--I,� ?. THE TRIPLEX PUMP VAULT PEOIJIRES TWO VAULTS ?-.�� 3vR0� L,,I GALLON AND TWO CCMPLETE RISERS. ONE VAULT. CONTAINS - STEP TANK/PUMP K /��I' ✓I fJ 1 AIV� "CATS AND ONE PUMP. THE SFCONC VAUtT CONTAINS TWC PUMPS. 4: 4500 GALLON TANKS OR LARGER SHALL HAVE APPROVED DWG. N0. iNKEf RISERS AND LIDS. PUBL1IC WUR�OIF CTOR. DATE 1 C5. r DWN. GKD. LATE -JY LEG - TP '4/200 -7 FIBERGLASS LID WITH STAIRIESS STEEL BOLTS AND NEOPRENE GABKET� S' KIN (TYP,) 1'dt /4" -ALL UDB y 2' MIN FINISH GRADE I - _ _ TAP COPE. TO NATIVE OR NATIVE - 1� 4 G4UCE f.OFpER GRAD_ TONING WIRE, Z -0" l PVC RISER, ORENCO SYSTEMS, TAIL INTOI -RISER � INC., UH EWUAL ORENCD -ANK TO RISER ADAPTOR (FOR USE WUi NON TRAEF.IC BLANING TANKS) NOTE. RISER AND LID SHALL BE 30' ON ALL SIMPLE% PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS, CITY OF YELM DEPT. OF PUBLIC WORKS__ TYPICAL RISER APPROVED DWG. NO. -�� PVO 7 -18 LC WORKS DIRECTOR DATE DATE I, JY JEG TV 4/2007 I. SEC 24,T17N,R1 E,WM FINISHED GRADE -j Y 30 0 RISER- -� 'ro ALARM HIGH LEVEL-- ' of _AG ON/OFF 14,5- DRAWDUVIN -0\ TL 0 >% B E' 1 0� i LEAD OOFF - - - -$ LSRAWr OWN 04 TO O OFF) LOW LEVEL ALARM I aI4� REDUNDANT OFF v,lo I 000:1 x u _ 1 gim { I _I �L 6' MIN, BEDDING CITY OF YELM —DEPT. OF PUBLIC WORKS__ FLOAT SE111NG VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APP., fiOVE.7� DWG N0. PUBLIC WORKS DIRECTOR DATE 7-14 DES. N. GINO DATE JY JEC TP 4/2007 VALVE NUT EXTENTIONS REQUIRED VALVE BOX, RICH NO, 910 : TO BRING NUT TO M114N IZ' OF OR EQUAL W/ COVER THE SURFACE. MARKING TO READ 'SEll NN 1//2- Cl Z- CONCRETE SLAB 2' x 2' I \ TYP. CENTERED ON VALVE TONING WIRE, BRING TO w/ 4-y4'S EACH WAY TOP SVREACE IN VALVE BOX 6' PVC PIPE ASTM `-'DRILL 1/2" HOLE CR SLOT 0 -3034 (WHrE) — 'J FOR WIRE i GATE VALVE, MJ x MJ PVC SEWER MAIN \ 2 -. d4 BARS DO NOT COVER - \1--. -- DOLS W/ CONCRETE -- _ UNDISTURBED SOIL -�• \ J `- .CONCRETE SUPPORT BLOCK FOR VALVES 2'. AND LARGER NOTE: 2" k 3" VALVES MAY DE BELL x BELL AT THE CONTRACTORS OPTION CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL SEWER .MAIN LINE CATE VALVE fAP �..._— ONG. NO. PUBLIC WORKS DIRECTOR DATE .DES. DWN CND- A JY .JEC I F ..4/2007 fjI 6. Z I w B" 'RICH NO. 910 VALVE Elm OR LOUAL WITH. COVER . :MARKING TO READ 'SEWER' (TAP.) PVC PIPE WRI 7' 0C EACH WAY TOP THREADED PLUG DRIP 1 HOLE OR SLOT 5" PVC PIPE: - D RE : 3034 (WHITE)- - -,� FOR WARE GATE VA LVE SHALL BE SAME r 2 "0 -90' BEND SIZE AS MAIN (MJNMJ) I CONCRET° f�TDNING 1'MRE, BLOCK / 'CH 40 PVC PIPE FROM- VALVE W /SOLVENT WELD ,SJINTS. PIPE TD BE SAME SIZE. SEWER MAIN -y CONNECT TO MAINLINE USE EXPANSION nTT1N.^.S AS REQUIRED VALVE NUT EX1ENTIION5 REWIRED '0 BRING MUT TO WAMIN 24- OF THE SURFACE CITY OF YE.I_M.- DEPT. OF PUBLIC WORKS TYPICAL END OF LINE CI. EANOL APPRO PUBLIC WORdS DIIRECTOR 9AT' DES DW'N. CKD. DA- JY JLG TP. c/2007 Loa OF � 2' WATER TIGHT HOUSE CAP ' TYPICAL IN PROTECTED AREAS - NON- PROTECTED AREAS (LAWNS, ETC.) 2 =0' TAIL 1 / FOl.9RE SERVICE BOXES (CARSON OR RICH) ARDVE / QROUED 1 / EXISTING GROUND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT - STANDPIPE NEW A'. PVC SEWER L TOP OF STEP TAW PVC C.D. LINE (TYP) (3034) DOUBLE 2% SLOPE TO TANK mom _ SWEEPING TEE HOUSE ` -- . ` —~ / INLET BAFFLE FERNCO COURT INC, OR � -- - -- - --_ APPROVED EQUAL FERNCO COUPIING OR APPROVED EQUAL CITY OF YELM DEPT. OF PUBLIC WORKS. TYPICAL U0NNLCTI0N DZ NO PUBUC WORKS _DIRECTOR_ DATE ' F.S. EWW. ENO DATE JY JEG TP 4,/2007 APPROVED FOR CONSTRUCTION BY: Date: Exydopmm SUI,Ims Enytimcr APPROVAL EXPIRES: �I�Iwlw N M N ON O O N M O O Of 0Oq W K � 0 o d VQ 12 ¢ w w w z � � z ¢ w w w a rz a a N o 0 0 0 N 11 O _j W 0 W U ? 2 Wan 3�o O drvo Z M w Z �i ryry O w sLLQaQ ❑ Ly � U Q m'ii Z 3M3 a wo3 w ?m3 Qz oa 'U w W ¢ w< I u Fn J_ Q d O_ o Lu U z L11 Q C z Q ,lIlpW ARp Fey "Oe wA 1 e 12014 J GIBSON L HURTADO A"PROVED BY: J GIBSON DATE: NDV.19, 2012 Jw No: 0290.05 DRAWNG FILE N. 290.05 -UT -05 DRAWING N. UT -05 fjI 6. Z I w B" 'RICH NO. 910 VALVE Elm OR LOUAL WITH. COVER . :MARKING TO READ 'SEWER' (TAP.) PVC PIPE WRI 7' 0C EACH WAY TOP THREADED PLUG DRIP 1 HOLE OR SLOT 5" PVC PIPE: - D RE : 3034 (WHITE)- - -,� FOR WARE GATE VA LVE SHALL BE SAME r 2 "0 -90' BEND SIZE AS MAIN (MJNMJ) I CONCRET° f�TDNING 1'MRE, BLOCK / 'CH 40 PVC PIPE FROM- VALVE W /SOLVENT WELD ,SJINTS. PIPE TD BE SAME SIZE. SEWER MAIN -y CONNECT TO MAINLINE USE EXPANSION nTT1N.^.S AS REQUIRED VALVE NUT EX1ENTIION5 REWIRED '0 BRING MUT TO WAMIN 24- OF THE SURFACE CITY OF YE.I_M.- DEPT. OF PUBLIC WORKS TYPICAL END OF LINE CI. EANOL APPRO PUBLIC WORdS DIIRECTOR 9AT' DES DW'N. CKD. DA- JY JLG TP. c/2007 Loa OF � 2' WATER TIGHT HOUSE CAP ' TYPICAL IN PROTECTED AREAS - NON- PROTECTED AREAS (LAWNS, ETC.) 2 =0' TAIL 1 / FOl.9RE SERVICE BOXES (CARSON OR RICH) ARDVE / QROUED 1 / EXISTING GROUND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT - STANDPIPE NEW A'. PVC SEWER L TOP OF STEP TAW PVC C.D. LINE (TYP) (3034) DOUBLE 2% SLOPE TO TANK mom _ SWEEPING TEE HOUSE ` -- . ` —~ / INLET BAFFLE FERNCO COURT INC, OR � -- - -- - --_ APPROVED EQUAL FERNCO COUPIING OR APPROVED EQUAL CITY OF YELM DEPT. OF PUBLIC WORKS. TYPICAL U0NNLCTI0N DZ NO PUBUC WORKS _DIRECTOR_ DATE ' F.S. EWW. ENO DATE JY JEG TP 4,/2007 APPROVED FOR CONSTRUCTION BY: Date: Exydopmm SUI,Ims Enytimcr APPROVAL EXPIRES: �I�Iwlw N M N ON O O N M O O Of 0Oq W K � 0 o d VQ 12 ¢ w w w z � � z ¢ w w w a rz a a N o 0 0 0 N 11 O _j W 0 W U ? 2 Wan 3�o O drvo Z M w Z �i ryry O w sLLQaQ ❑ Ly � U Q m'ii Z 3M3 a wo3 w ?m3 Qz oa 'U w W ¢ w< I u Fn J_ Q d O_ o Lu U z L11 Q C z Q ,lIlpW ARp Fey "Oe wA 1 e 12014 J GIBSON L HURTADO A"PROVED BY: J GIBSON DATE: NDV.19, 2012 Jw No: 0290.05 DRAWNG FILE N. 290.05 -UT -05 DRAWING N. UT -05 Fn J_ Q d O_ o Lu U z L11 Q C z Q ,lIlpW ARp Fey "Oe wA 1 e 12014 J GIBSON L HURTADO A"PROVED BY: J GIBSON DATE: NDV.19, 2012 Jw No: 0290.05 DRAWNG FILE N. 290.05 -UT -05 DRAWING N. UT -05 ,lIlpW ARp Fey "Oe wA 1 e 12014 J GIBSON L HURTADO A"PROVED BY: J GIBSON DATE: NDV.19, 2012 Jw No: 0290.05 DRAWNG FILE N. 290.05 -UT -05 DRAWING N. UT -05 x t a z b E°s 0 ° �m I o� o° M r � o° 8' 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 ER C,EN AL 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 WSOOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA Cl CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SOB 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 All C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16-INCH CEMENT / E LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSOOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500, EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR CLOW MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION ECIFlCATION (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 'b" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE 'UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TI ED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED EQUAL ALL LL LOCATOR PARE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN, 8. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED 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 WALL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE 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 E TION TO AN EXISTING LIN ENHEREANEW VALVE IS NO T 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. 14, 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 CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. REVISIONS MADE TO THESE PLANS MUST BE RENEWED 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 WORK. 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5 MINIMUM VERTICAL SEPARATION FROM SEWER MAIN. 3. DOUBLE CHECK VALVE ASSEMBLY (DCVA) FOR FIRE ONES TO BE LOCATED INSIDE OF ALL BUILDINGS BY THE BUILDING CONTRACTOR UNLESS OTHERWISE SHOWN. SEC 24,T17N,R1 E,WM Fi� IZE A B - LO - 1730 DI READER LID 112" 13 1%f�15" DOX BCF 1730 % 12 BASE _ OR AP PROVED . ECUAL Isl I� 1 2 17 114C F15 I ; { METER 3U% 1 1 /2 "- 2 "PCLYt1HYLENL LNL-\ ', '`- -BALL VALVE �= >.._811- 1 ^9i'r1aL:.. 1 1 1/2 " -2" MALE � ADAPTER .- 2" FCSII.FNT BALL VALVE-/ f ` wEOCE (CURD STOP;.. '"- �1 3ATE YALVE CHECK VAt VEJ iL-SERVICE SADDLE I F0+ I SOMA- 2075 OR - 2R SLUPE 10 BOX I-- 48" TO CENTER CURB o o`�1 N CHECK VAI YE e' 1a AVAV To ... W '�.�o -�'c ! I�r( TALL VALVE - TONING BE WRAP ?ED 1 1,Y2" _ B11-66 RE57 AROUND tH_. C _g1'_771f \ 1 PIPE GENEPALE i 112" - CEO NOTES HO. 2" - C66 - 17I -\ '- FORD PACK JOINT V) CO RP08NIol TYPE- B 11x1; w� rte.._._.. r � 1 Q �./ PSI PHI LIN[ ..5E 2C6 8Y CRASS VALVE PSI PH 1L.:PS CRISCO PIPE % W /LOCKADLE CAP I5100 POLVE ?HYLFNE PIPE) !' I -sky / FORD BALL VALVE - -_, I !. WITH PACK JOINT & FEMA_E. L 1 1 /2 " -2° MALE i LP. 7HRE,,CS N. PLC 1- SERVICE SADDLE yd, tI:Y )j7 YFLM,- WASHiNG?CN J, STMNtFSS STEEL INSERTS REQUIRED FOR ALL 111 ,:DINTS PUBIC WORKS .PACK __._..:_._. .. 2. ALL = ERV,CE SADDLES SHALL. RAVE RUBBER 1 T /2 " TO 2 "1 .GASKET AND IP. THREADS. METER SERVICE (+r 3. CITY STANDARD FOR COPPER SETTERS ARE: :METER SERV ICE 1 1p2" - FORD v811 76 -15013 OR EQUAL - - - -'- 2" -FOFC Y84 77- 15817 OR CCVei 4 AI LL L. / 1/2" AND 2" SADDLES WILL BE �,.;,__ -__ 2" TApS WITH 13Rd55 2'' NIPPLE AND 0l iNDRKS CPLOTCR CAT" 6'3 2" FESILENT WEDGE GATE VALVE AND BIC HOUSING AN) SDR -21 PVC .PIPE HOUSING L`!S�� Own �END. TALL °_5 i JEG. j TP 4/2007 1.2" -I RECESSED HANDLE T7PE COVER r 3' x 3' A 4" i - ! - 71FILAND rouNDRY #248 - °CI!AS5 :.3000 7P 8 3/4 "r 6 3/4 ' VALVE box WIl'H LAN S r I "WATER CAST ;N Lto C ETE PAD OR CFCO 9'0 SECTION I'I FINISHED GRADE OUTSIDEPAVED AREAS v • 1`%� %fir _ ID - TRACER WIRE -f 0" OR 18" +5 a S SEAL WITH AR400gW m� \I y" 6" SOR 21 PVC PIPE to IN n CONFORMING TO ASTM ACP - w o ' 3034. -RISER PIPE TO DE ~1 CSTC -� �. II I PLUMB AND CENTERED i I OVER VALVE STEM.. a �' r o sl IIfY r� BALLAST -,': `� V i ALVf STEM RISER 0.5' CONCRETE CL 3000- { ! �I REQUIRED WHEN MAX. '. NS a =I 36° IS EXCEEDED INSIDE RAVED ROADWAY' (LENGTH VARIES; 1+ +9 r {[ N _ THE NI'H BOTTOM H OTE; L1� ALL VAtVF ES MUST HAVE 14 GUAGE INSULATED 1 COPPER TRACER WIRE TIED OFF AT VALVE BODY `-- --GATF VALVE SHOWN- SIMILAR EXTENDED OUTSDEPVC RISER PIPE THEN INSTALLATION REQUIRED FOR EXTENDED ONE FOOT TOP OF VALVE ,BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION - LEGEND LV O VAE OPERATING NUT OR 1 7/8' X 1 7//8 X 2" HIGH GRADE STEEL WFLDEE; to RISER SHAFT. F '1f WASRN' [TON GIDE Thk X 5 1j5 ". DIA STFEOF PUBI.IS WORKS GLIDE k'LA"E WELDED TO RISER SHAFT. STAN DAR D 2' %? "X 3,r16 "SQUAFCE STRUCTUSTEEL'TUNNG TO FIT OPERATING ALVE .BOX NL,T- FKGTH AS REQUIRED. - NOT$: DWG- N0. ALL WED S - L S 70 SFAFT HALL 9 NS DIR[m:7r,E un1E rILLTWCLD ALL AROUND.r,�l DATE JEG I 7P I. 4/2007 r -- TopViaw - operaling but \` L-- -- -Limits of pcyman! - -I '�i - -u,x --T,6 Paint. Hydrant Weather shield I ILL Sun Yellow High / and Hydrant Lock ---� Gradc .Enamel Bgnuet T # 13312 -\ F i. s " /2'Hose connection \ / With threads I HYDRANT OFFSET 4 t /2" Sleomer connection - - w• Hh NST threads See volt' •: ,,. 5" Sic ,z atla ter o box and :4 p �.volve s'em detail Style S -37 ./SC cup... / 6 -11 Grouna To suit #: ----- Standpipe -ryry trench { a Uj 6" Flanged tire. I'�Y depth 1 Y MO;mm --- hydra tee Each Pippe Joint 6' "7 $ i 105 EDAA Iron:' 8 �- _. _. Ina. Mwghlug - , :>t \ �. L'o" Cass 52 tlVCile iron pipe cut id 1 1\ X11 1 1 I C" gate ve)ve. FT A Sea note below 4 1 1 4 %8 -06" caricre`.e block - Hydrant shoe t Beckfilf to tap of droin ring housing - � bolts with 2' weshnd rock as shown Plcslc narriP.r be¢w Ten '1 L-6' x 6' sheet of I I mil. plastic or con- thrust block and lee sirud'cn labric, covering 2" waahed rock 1Lele Concrete thrust black 1 tiydrerl shall be loomed in rest -M -Place egalnst i,rdsr,ca .:'h Secfton 6.060 filling only n addition, a minimum three tool oat cdius unobstructed working nrea shall ne provided . around al hydrants, 2,. Hydronla shay be Dresser M & H -TTY Oii' YELM, '%VASHINCTON Reliant. style 929, Claw Medallion w DFPI.. OF PUBLIC WORKS Arn.,lean AYK Series 2760 or Mueller f_en'urion _ _ 3 Gare "Hives shall be resillem wedge - FIRE I - IYL.'HiAN i KRS with. 0 -ring Seals. Valve . bads shall be Me ^.hanicol :al ;by ANSI flanges: X Valves shall conform to AWWA. 609 -80,' TPrR W "' N. NQ VCbes shall he Moeller M&H, Kennedy, V . Clow.R /W or Waterus Sories 500. PJELC WORKS "[RECTOR �)AL; ---.7 4. Fire Hirdi ock Pa mer H i s required uir d i-:- c eD. - OA& cty will order and inso `s - P - 4 i 2607 TT \ �l T > 1 s 4 r - 1 I 1 _ 1 L - ]OF i VIEW TOP: IVIEw TOP iVIE'A 1 / WYE 1 V C \ \ � V SIDE (VIEW SLOE VIEW SIDE VIEW - E 1* TEE CROSS LATE VALVE HORIZ, BEND jj (7 rY1 ( _ IN TEE WITH J CROSS WiTH CRESS WITH PLUG OR CAP PLUG PLUG PLUGS Iwo i CN?Y 45 - 90' VERT,CAL BEND] CITY OF YELit WASHINGTON )FLIT -` OF PUDLIC WORKS "ors: STANDARD i CONCRETE iHR415T CLOCKING TO BE POURED AGAINST UNDISTURBED EARTH, BLOCKING. DETAIL 2. PLASTIC DARRIERSHALL. BE PLACED BL- T'WEEN ALL THRUST BLOCKS & FITTINGS. `PPR" Dwc. x0. 3.. ANCHOR R£BAR SHALL BE 5 /5" MINMUM C�'L -_ I 6-13 OIAMFTER. 'U LIC vlORKS DIRrr TOR CATE L'E URN. 0.t0 -- DATE -s Es ,P ; 4/2007 ( LIVE TAP / CONCRETE tr THRUST BLOCK (TVP) 1 9t { 0 5z 2 i`rP � / TAPPING 'VALVE j F- . MJ t r- STAINLESS ST EEL ,APPING SLEEVE VAt_VE AND SLEEVE SHALL BE SUFPORTEC AND BACNFILLEC AS SHCW'N. BELOW- RIGHT. - Ir i OE PIPE� CONTROLLED D EN K A_L% V'_ 2' P O W DTH OF TRENCH - / SOLID DPCN SCPPOR CONCR THRUST BLOCK NOTES: - 1. 11 MIL PLASTI(, OR CO h51RUCTICN FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND 9ACKFILL ARE .POURED. -2. MJ CUT IN TEES. SHALL NOT BE t'F YELL. ,, 'VVAS-IN' T vN PERMITTED: .,;._.OFT 7. CF PUBLIC WORKS ' 3. SUPPORT. VALVE AND SLEEVE CONNEr T EXI ION ICI CONTINUOUSLY THROUGH INSTALLATION. r-,.. STIING MAIN CAL', NO C ?IPL�- (.'!.S 2TaEC TCrt UE4 V`_I rc`5, J.L INd. ICHO. CAFE -GATE VALVE FL x TEE THRUST LO_,4DS THRUST AT FITTINGS IN POUNDS AT 200 POJNDS PER SQUARE IN.H. OF V,'ATER FRE55URC -PIPE 90 BEND 45'. 8EN0 .1/2 -_- DIAMETER 9ENDI11 -I,4' DETICI DEAD END' I TTT OR TEE _F 3.600 - -- i�2:OCD 1 5170 _ 2,600_ -- 6" 8.000 .:4,400 2.300... I 1,200 5,700 -' I 23 , .- I i 4.200 00 77-0 42,,So Cg0 o 10,1D00 0 1.000 2t Dr 6,200 I s Do 1518 t2" 32,OD0 17,40- 0,900 1 22,700 14' 43 "600 231600 { 12.11:0. 6,100 30',800 1G" .57,000 30,B00 15700 7.900 11 40,300 NOTES: ' - 1. BLOCKING SHALL 6C CEMENT CONCREIt CLASS 3000 POURED IN PLACE ACAINST UNDISTURBED EARTH, FIT ?LNG SHALL of ISOLATE' FROM CONCRETE IHRllST CLOCK WITH PLASTIC OR .SIMILAR MATERIAL. 2. TO DETERMINE: THE LEANING AREA Of,THE THRUST BLOCK IN 5OVARE FEET fB F ): .EXAMPLE 12" _. 90' BEND. IN SAND AND GRAVEL 32,COD LES ;-.3000 L9 /S.F. = 10,7 S,F. OF AREA 31 .AREAS MUST BE AUJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURF AS WELL AS TO CONTINUOUSLY WITHSTAND' OPERATING PRESSURE. UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS CR ryr.RRrNfAL HRd.TS WHEN THE OLP11,i OF COVER OVER IHE PIPE EacLLOS G FEET �- - POUNDS PER 'OIL seVARE FOOT C-1'.Y OF YELM, WASHINGTON --- --� DEFT,. OF F'll6I IC WORKS MUCK, PEAT 0 �SOFT - cur 1,000 SAND 2,000 THRUST LOADS SAND do GRAVEL 3,000.. :SAND & GRAVEL '4,000 OwG. Ho. CEMENTED WITH `''� _ - 1 CLAY _ PJSUU�„IREr_Te :Pi 1.4 I`HA.FD SHALE 10A00 DES rs I arc I? 4/2007 APPROVED FOR CONS'T'RUCTION BY: Date: De "elop,nrot Slxvices Luginecr APPROVAL EXPIRES: �J i- W M CD Z Q W p Z F- H I LU Q o U OD Q CIO o� LU w rk 12.0 J GIBSON L HURTADO J GIBSON NOV. 10, 2012 0290.05 1117 No: 290.05 -UT -06 7. UT -06 15 of 21 N M wwww co I N N M M M Q O a s w w z \ ¢ 0 ¢ v N �J i- W M CD Z Q W p Z F- H I LU Q o U OD Q CIO o� LU w rk 12.0 J GIBSON L HURTADO J GIBSON NOV. 10, 2012 0290.05 1117 No: 290.05 -UT -06 7. UT -06 15 of 21 N M co I aJ M a s w w z ¢ 0 ¢ v CY o ti Of w w w Cs z GA, M =E M = M as CD 0 o on rO z U CJ U J w a 0- 0- w OIL w a co Lu 5 Lu 5 ol J J W z Z O m � w U z 5 W Z m W 3 o Ur O QrvOU z �mW DL < 0 ej Q z ° m N U z N 3m3 rc wo3 w w ?m3 O Q 2 O a w WLo w a I s �J i- W M CD Z Q W p Z F- H I LU Q o U OD Q CIO o� LU w rk 12.0 J GIBSON L HURTADO J GIBSON NOV. 10, 2012 0290.05 1117 No: 290.05 -UT -06 7. UT -06 15 of 21 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. 3 0 0 5 0 0 S r �o I E� o� n� C O 5 N W 00 SEC 24, T 17 N, R 1 ElWM Es::FLADON frc-rl _ W E CT P 7- To is- O"DER Tr 'TN F /L GRADE. R C NC 1 LNCh'/'hs Tr'CE R VA E s_E GF'•ERAi -� WATER NO LS NO_ Sc NOTC I, 2 3 ' .4u 6" WM HFDOINO MATERIAL Xr Nor[ a / ` T UNDS7111YSED 5r,!, Ir , 41 +M M OLEIE 0, 35 , E M 'M E ?C. C COURT AT CJNt 'ION POWTS ,NATI} BAChPTI SliALL OF CEJ H'-' n E<SEL. OR NA710iiPLLY .CI f RRf;I; G.HANULAR. MAT AL, IF S.YAL a„ E.'L5ENr,4LLy FREE FROM YAR oS TYPES Li NASTE OR C'Hck E} RAI LS OR 0RJl.CJ7OTVAfLF MATERIALS. ET SHALL A' � U H H,., ;ACIACTS'ICS LV SIDE AND FH P, PA ;. AYLL COMP ACT RFADLV CO.MPAC S. NATIVE r'EJCH SA KFELL M4;LMAL ShALL BE SORTED 7:7 3CFEr NED SO TI!AT Ail MAmwim 1GOILG° 6 Sa Ali 1S F WUNIS 4. PIPE BEDPNy VATERIAL >'HA L BE °ANC. OF 0TUCT DTY APAPOVAO EOUAL. N:: S'EST11111 ltL- 5E ALLCAEO AFDnOUT N.71"EN A4IYMNZATQN FALM IHE OTT' Or Iff M. ;�. RHF$ NA7,`✓E MA ERIAt `_ 11APE BEc 1 DEZA10 LNi CC&' -AHIt BY THE C:;Y: 'HkNCd BACKHgL baA�L MEET 5M. WFOOT STANOAPD SPE- BIECATI iN5. F {a YHE P'pf 1.VL L'k'A, Spmid Ei) ;C'I1Y CF .'ELM WASHIINJG -ON ElEP : OF PUBLIC ItiCRKS TYPICAL WATER MAIN TRENCH & BEDDING Puo�_Ic. NORKS LzHEC-CR DATE 6 —.1 5 DES. J.11J, �fKp- DADA It ,% JEG m 4/2OQ7 inn J-L l LIT TOr L "E N� EAFry1 a PeO'y. \� 5 MIH ? RC 4A;. VES 1 -sc.•6 I ,C OR f E,ALEN T. I SLE IIGX i 9 —C °o CJb +.'� °3 u °(I'j✓ �i�a <`�y!i�oz Lac 6�.'? "eca JV'a (v`i `vC7�`'�v'9�^1 GSE'°'t NfLIP( "�O,gD YNS 1A(IATIQN} 4VA i=�. 2 cut NOTE. ALL OLMI ShALL V�M.✓LY RILL ONE FOLLOVMNO A PK_VEP DOUBLE CHECK.: VALm ASSEMBL( 5YA,s LEY WO.S, 'NTaL WTH 6NCV.NO, -- CE5iONEJ FOR EA K 50"ONAGE ANC BACK P ES HE P RCI L _v II I E O f S ✓ F Tl - V o eA, r r A rR 13 CEP - .a Az v (Vr a' EY C A 1DL I VA NAY W374,1LE, A OTL a 1 'OW O! r! YELM, WASHINGTON �tlt L r ALI C-I_CA+ r r ArL MEF ! .r CF PUBLIC VVOR.tiS -..'_V NET V'SIALL IN AN ALEA EUI`TiECT TO FLOODNG A Tl HA,._ LSE PROTC10 1,?nf nlECZrNC DOUBLE CHECK VALVE CGNLI IONS.. - 7i LAUL `LOW ASSEMALV SHALL HE A CURRENT ASSEMBLY 2" AND SMALLER WASYILVCJL'A. SIA7 LFPT H,'ALTH ws }NT:G IlLF01T IS 4F'iL'MED A VIAG NC, F„ ` S OIF.EC',(;P DATE p- 6 UrMr DA IT - KR ,EG ' 7r 4/2007 LI ( 3�) (C� 1 PLAN I l j `v Ll 1 Z (5 (6 j ?JI 3 lLA%LC OR T� /� CONCRETE—,- v I �FILE `JJ 3�am �7Y KR I JEG I. TP N �r w. 337.5. }3 m a PROPOSED GRADE z _ - 335.0 42' REQUIRED COVER \\ ! (TYP) EXISTING GROUND 332.5-- 206 LF OF 8" WM - - •� ��C)YER 55'.. 327.5... .. EX 8'_AC. WATER MAIN 325.0 0 +25 0 +50 0 +75 1 +00 1 +25 1 +50 1 +75 2 +00 2 +25 2 +50 AC WATERLINE REPLACEMENT SCALE: 1 " =30' HORIZ 1 " =3' VERT APPROVED FOR CONSTRUCTION BY: Data _ Dcvcla me tSccicc&Eii nccr APPROVAL EXPIRES: � Y ✓ .. J - Y W; c w FLOW✓ Q6� ` N W 5 U M W N s ao M GRAVEL BASE - TO BUILDING OR MATERIAL LIST.. 12" THICK IRRIGATION SYSTEM I. SERVICE LINT _ \ 2. 9C. RENO 3, UNION 4. NIPPLE S SHUT -OFF 'VALVE o 6. CHECK YALVE ID.S.H.S. APPROVED) s a l0 m V CITY OF YFLM, WA'_- IfINGTON T. RELIEF VALVE U DIPT..: CF PUBLIC WORKS $_ TESTS COCKS - — "- - - 9.. DRAIN 70DATU4HT � m REDUCED PRESSURE 10 P LUGS IN nsT COCKS . 0 BACKFLOW. ASSEMBLY GENERAL NOTES; FOR 2 ". OR SMALLER. A. THCRCUGHLY FLUSH LINES PRIOR TO INSTALLATION. 2 B. DIAMETER 01 PIPE AND 'FITTNGS = APPROVF DWG. N0: C. REFER To DF✓ELOPMENT. GUIDELINES. SECTION 6.'10 w \ C�"V� --'- ` g FOR FURTHER INFORMATION. G ?VELC WGRHS DiREC70R �pTC 6_1.7 u, DO NOT INSTALL IN AREA SUBJECT TO FLOODING a 0 0 0 TP, KR I JEG I. TP N �r w. 337.5. }3 m a PROPOSED GRADE z _ - 335.0 42' REQUIRED COVER \\ ! (TYP) EXISTING GROUND 332.5-- 206 LF OF 8" WM - - •� ��C)YER 55'.. 327.5... .. EX 8'_AC. WATER MAIN 325.0 0 +25 0 +50 0 +75 1 +00 1 +25 1 +50 1 +75 2 +00 2 +25 2 +50 AC WATERLINE REPLACEMENT SCALE: 1 " =30' HORIZ 1 " =3' VERT APPROVED FOR CONSTRUCTION BY: Data _ Dcvcla me tSccicc&Eii nccr APPROVAL EXPIRES: J O " � W; c w 2 C) ` N W 5 U M W N s ao M M ^O \ z O \ p pow o ° w J O " � W; c w 2 C) ` N W 5 U M W s ao \ z N � z a ry a m pow o ° w s a l0 m V Z Q o, w "I U � z mNN 303 W � m 0 0 0 W W Q 2 v w w w z g a 0 0 0 I— U U U J w w w w a a W w w w S 5 S S J O " � W; c w 2 C) ` N W 5 U Z z W s ao ij � z a ry a m a 0 s a l0 m V Z Q o, w "I U � z mNN 303 W � m Q Z SO a W W Q 2 v J Q ui W 0 Q' W Q LU Q U ED Z_ �l G 2E I Lu w � r J GIBSON L HURTA00 I BY: J GIBSON NOV. 19, 2012 0290.05 1LE No: 290L5-UT-07 Vn: UT -07 16 OF 21 z 0 S a w i t2 W S a H U o� �p iw o� Ho of h U U �Q om az I SEC 24,T17N,R1 E,WM 4 / \ 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. 10+07,50 0' RRT CONNECT TO EXISTING 6 70 S.T.E.P. MAIN RETAIN EXISTING GATE VALVE INSTALL 15 LF 2 "0 S.T.E.P. SERVICE INSTALL 54 LF 8 "0 PVC WATER MAIN STA 10+50.00, 19.50' LT INSTALL 1- HYDRANT ASSEMBLY FLANGE ELEV = 340.87 INSTALL 2" GATE VALVE AND STA 72 +84.94, 25' RT CAP END OF SERVICE INSTALL 2" GATE VALVE AND CAP END OF SERVICE G -F C4 � [L U) W W Z W Lu J (!J �� Q INSTALL 36 LF 2 "0 WATER SERVICE EX WATER MAIN INSTALL 219 LF WATER MAIN STA 12 +68.63, 11' LT wwww 9+95.00, 10' LT P4 IN. MAINTAIN 42" MIN. COVER (TYP) PPROX EXISTING INSTA(L� GRADE 0 CL 1- HYDRANT ASSEMBLY HYDRANT TO CONNECT TO EIISTING "0 BACKFLOW PREVENTOR a EW'GRADE 0 CL (TYP) 'g, v 8 WATER MAIN ®i POST INDICATOR VALVE (TYP) 0 . ... . ...... ....... — — SEWER VALVE CA CLEANOUT O O S.T.E.P TANK CD p p � 6 p 4 O � d -"- Lj- 2" WATER SERVICE C/3 W -- ---- --- - -- - - - - Z W w w w z ii z z J CO z o a 2" WATER SER CE S W U N SACE WATER ERN H_ c/) }O ZN V U U a 'N� w w 2 a 6 d p o DQ w w 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. 10+07,50 0' RRT CONNECT TO EXISTING 6 70 S.T.E.P. MAIN RETAIN EXISTING GATE VALVE INSTALL 15 LF 2 "0 S.T.E.P. SERVICE INSTALL 54 LF 8 "0 PVC WATER MAIN STA 10+50.00, 19.50' LT INSTALL 1- HYDRANT ASSEMBLY FLANGE ELEV = 340.87 INSTALL 2" GATE VALVE AND STA 72 +84.94, 25' RT CAP END OF SERVICE INSTALL 2" GATE VALVE AND CAP END OF SERVICE G -F C4 � [L U) W W Z W Lu J (!J �� Q INSTALL 36 LF 2 "0 WATER SERVICE HORZ: 1' =2Q' VERT: 1' =2 "'. "u, ° ". �2" STEP SERVICE CONNECT TO EXISTING 5"0 S.T.E.P. MAIN a INSTALL-272 LF 4"0 PVC INSTALL %oYIS S.T.E.P. MAIN 3!'v 1- -6 "x4" REDUCER $ MAINTAIN 60" MIN. COVER (TYP) L K � C m 2" STEP SERVICE .7iO�S INSTALL 306 LF- .8 "0 WATER MAIN 2" STEP SERVICE —' \ STA 12 +74.78, 9' RT- ____ IN_S_TALL 1 -4" GATE VALVE (MJ) ?In 1 -6" CLEAN OUT 0 20 40 SCALE IN FEET - - --- -w- ' uJ4-- EX WATER MAIN INSTALL 219 LF WATER MAIN STA 12 +68.63, 11' LT wwww 9+95.00, 10' LT P4 IN. MAINTAIN 42" MIN. COVER (TYP) PPROX EXISTING INSTA(L� GRADE 0 CL 1- HYDRANT ASSEMBLY HYDRANT TO CONNECT TO EIISTING "0 BACKFLOW PREVENTOR a EW'GRADE 0 CL (TYP) p 8 WATER MAIN ®i POST INDICATOR VALVE (TYP) 0 . ... . ...... ....... — — SEWER VALVE CA CLEANOUT O O S.T.E.P TANK CD p p � 6 p 4 O � d -"- 2" WATER SERVICE C/3 W -- ---- --- - -- - - - - Z W w w w z ii z z J CO z o a 2" WATER SER CE S W U N SACE WATER ERN H_ c/) }O ZN HORZ: 1' =2Q' VERT: 1' =2 "'. "u, ° ". �2" STEP SERVICE CONNECT TO EXISTING 5"0 S.T.E.P. MAIN a INSTALL-272 LF 4"0 PVC INSTALL %oYIS S.T.E.P. MAIN 3!'v 1- -6 "x4" REDUCER $ MAINTAIN 60" MIN. COVER (TYP) L K � C m 2" STEP SERVICE .7iO�S INSTALL 306 LF- .8 "0 WATER MAIN 2" STEP SERVICE —' \ STA 12 +74.78, 9' RT- ____ IN_S_TALL 1 -4" GATE VALVE (MJ) ?In 1 -6" CLEAN OUT 0 20 40 SCALE IN FEET - - --- -w- ' uJ4-- EX WATER MAIN W PROPOSED WATER MAIN wwww THRUST BLOCKING P4 WATER VALVE Ak HYDRANT I BACKFLOW PREVENTOR 0 WATER METER R FIRE DEPARTMENT CONNECTNN ®i POST INDICATOR VALVE - __----,;--- _._,q,- EX S.T.E.P. MAIN S PROPOSED S.T.E.P. MAIN N SEWER VALVE Oca CLEANOUT O O 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 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. APPROVED FOR CONSTRUCTION BY: Date: Development &rlwc s Engineer APPROVAL EXPIRES: W J_ L.L 0 CL' d Z Q Z Q J d J H- W Q Z w LL W Q O U � Z W > L J GIBSON ri L HURTADO F -By: J GIBSON NOV. 19,2012 0290.05 FILE No: 290.05 -UT -00 N,,: UT -08 -17 OF 21 N h wwww O O N N r7 M O � O � Z p p � 6 p 4 O � d W J_ L.L 0 CL' d Z Q Z Q J d J H- W Q Z w LL W Q O U � Z W > L J GIBSON ri L HURTADO F -By: J GIBSON NOV. 19,2012 0290.05 FILE No: 290.05 -UT -00 N,,: UT -08 -17 OF 21 N h O O O � Z p p � 6 p 4 O � d w w w z O U }O ZN V U U w w 2 a 6 d p o DQ w w J O " J W 0 N w � U Z W = m 3°o (� QNoV 2^p w Z } b a z Q Q z Saw U z m N S 3m3 " ¢ w o W > m p1 QZ w z W w w 2 m u W J_ L.L 0 CL' d Z Q Z Q J d J H- W Q Z w LL W Q O U � Z W > L J GIBSON ri L HURTADO F -By: J GIBSON NOV. 19,2012 0290.05 FILE No: 290.05 -UT -00 N,,: UT -08 -17 OF 21 INSTALL 300 LF 8 "0 WATER MAIN MAINTAIN 42" MIN. COVER h)?) 0 0 + co 0) C:) Q ~ H �Lu w W Z w �U3 =w FU-- U) Q O, Z W . TAIN 42 MIN. COVER 0 WZ r = I F� + H J U) Z I !i a W r Z Lij 0 o w 2 z J � Q om3 INSTALL 306 t W ..........................; _ .............. - .. ..8 "0'WATER MAIN IN W J v W MAIN U" ~ INSTALL 300 LF 8 "0 WATER MAIN MAINTAIN 42" MIN. COVER h)?) 0 0 + co 0) C:) Q ~ H �Lu w W Z w �U3 =w FU-- U) Q SEC 24,T17N,R1ElWM \ INSTALL 62 LF \ 8 "0 WATER MAIN \ 15 +74.30, 9' LT CONNECT TO EXISTING 8 "0 WATER MAIN INSTALL W Ia r j� 7 M 13 00 t � CALL BEFORE YOU DIG a ° THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N In PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL .a UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 3 z EXCAVATION. C1 O e'•J ^+ a;U N' : W N n h 8" 45" BEND (FLKMJ) Rliv; 'i�5.4.i 16+15.91, 53' LT CONNECT TO EXISTING 8'0 WATER MAIN INSTALL: 1 -8" TEE (FLXMJ) 14 GATE. VALVE (FLXMJ) ... - . . r z �1l E Z � � U INSTALL fit LF 8 "0 WATER MAIN 16 +15.91, 53' LT CONNECT TO EXISTING 6 "0 AC WATER MAIN INSTALL: 1 -8" TAPPING TEE 8" GATE VALVE (FLXMJ) _ o, h " 0 2C 40 SCALE IN FEET LEGEND: w— N a M1 R N Oco O O 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 IS 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. APPROVED FOR CONSTRUCTION BY: Date: Developnant Services £.ngiReu APPROVAL EXPIRES: m � N Q s O, Z W . TAIN 42 MIN. COVER 0 WZ = j (TYP) + H J U) Z m S W r Z Lij 0 o w 2 z J � Q om3 INSTALL 306 W ..........................; _ .............. - .. ..8 "0'WATER MAIN IN W J v W MAIN SEC 24,T17N,R1ElWM \ INSTALL 62 LF \ 8 "0 WATER MAIN \ 15 +74.30, 9' LT CONNECT TO EXISTING 8 "0 WATER MAIN INSTALL W Ia r j� 7 M 13 00 t � CALL BEFORE YOU DIG a ° THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N In PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL .a UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 3 z EXCAVATION. C1 O e'•J ^+ a;U N' : W N n h 8" 45" BEND (FLKMJ) Rliv; 'i�5.4.i 16+15.91, 53' LT CONNECT TO EXISTING 8'0 WATER MAIN INSTALL: 1 -8" TEE (FLXMJ) 14 GATE. VALVE (FLXMJ) ... - . . r z �1l E Z � � U INSTALL fit LF 8 "0 WATER MAIN 16 +15.91, 53' LT CONNECT TO EXISTING 6 "0 AC WATER MAIN INSTALL: 1 -8" TAPPING TEE 8" GATE VALVE (FLXMJ) _ o, h " 0 2C 40 SCALE IN FEET LEGEND: w— N a M1 R N Oco O O 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 IS 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. APPROVED FOR CONSTRUCTION BY: Date: Developnant Services £.ngiReu APPROVAL EXPIRES: m � N Q s O, Z W . TAIN 42 MIN. COVER 0 WZ = j (TYP) o H J U) Z S S W W c Z Lij 0 o w 2 z J � Q om3 SEC 24,T17N,R1ElWM \ INSTALL 62 LF \ 8 "0 WATER MAIN \ 15 +74.30, 9' LT CONNECT TO EXISTING 8 "0 WATER MAIN INSTALL W Ia r j� 7 M 13 00 t � CALL BEFORE YOU DIG a ° THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N In PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL .a UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 3 z EXCAVATION. C1 O e'•J ^+ a;U N' : W N n h 8" 45" BEND (FLKMJ) Rliv; 'i�5.4.i 16+15.91, 53' LT CONNECT TO EXISTING 8'0 WATER MAIN INSTALL: 1 -8" TEE (FLXMJ) 14 GATE. VALVE (FLXMJ) ... - . . r z �1l E Z � � U INSTALL fit LF 8 "0 WATER MAIN 16 +15.91, 53' LT CONNECT TO EXISTING 6 "0 AC WATER MAIN INSTALL: 1 -8" TAPPING TEE 8" GATE VALVE (FLXMJ) _ o, h " 0 2C 40 SCALE IN FEET LEGEND: w— N a M1 R N Oco O O 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 IS 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. APPROVED FOR CONSTRUCTION BY: Date: Developnant Services £.ngiReu APPROVAL EXPIRES: m � N Q s J O, M J 0 WZ � � H �Nzo � Z W 2 ° O W ='off` Z O ¢ 0 o w 2 z J � Q om3 � O b Z J v W U" ~ W W � m z oa Q � w W w a 2 m m u a Z U U U y o � � � z a a a a 0 0 0 0 S S S S J " J 0 WZ O w �Nzo U Z W 2 ° N ='off` Z O ¢ 0 N Z 2 z J � Q om3 Z J v W U" ~ W W � m z oa Q � w W w a 2 m m u Z W J_ LL- O d Z LU Z EL' O Q r ~ W w W (D H Z O u J GIBSON L HURTADO A MoAb BY: J GIBSON oAh: NOV. 19, 2012 a 0290.05 ORAWNG R Nm 290.05 OT -09 NRAMNG IT-09 ✓ \ PI pi 1 / >C LI \ ti.. LD v EXISTIN \ \ \ \ \ PAVEMENT MARKINGS \ \ 1\ \ EXISTING CURB AND GUTTER _ EXISTING DOUBLE YELLOW CENTER LINE (DYCL) SEC 24, T 17 N, R 1 E, WM I t� � ✓ 7 n n^ r v C STA 10+08.88, 1 22' Li 1 +28.03 22' LTI� � I u jl C STA 0 TA 12 +00 400 LT (r = - STA 10+00,— �, R:20' S MATCH EX DYCL y1 ' L. 5.46 R:20 END DYCL TAPER BEGIN DYCL it " ." TAPER L5.46' PROPOSED R/ ' i w \i ati1 EXR CB #1 tt' STA 1D+0 MATCH EX S/W %.. BEGIN CURB AND GUTTER y S - �3' R/W DEDICATION BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2" BRASS DISK, IN CASE, MARKED IS 27192" AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. a 0 °a i z 0 0 F U 1 a_ 0 g is �r W CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND R PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a °g LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY -9 EXCAVATION. EXISTING MONUMENT STA 10+00 STA 10 +00 SAW OUT N: 594958.17 BEGIN TAPER, ROADWAY CONSTRUCTION E:1111127.75 BEGIN TAPER, 16' RT HORZ: 1' -2Q' VERT: 1' =2 EL ±339.34 PM STA: 10 +64.42 PV ELEV: 340.16 K: 24.02 LVC: 50.00 HIGH PT. STA: 10 +70.26 .HIGH PT ELEV. 340.04 PROPOSED EOP EX RN— STA 12 +00 END TAPER, 8' RT LEGEND: FLOW ARROW sum- STORM SEWER LINE I ; Y / ASPHALT SEE PV -1 I.uait .Y rae PAVEMENT CEMENT CONC. 4 -11 SIDEWALK PP -03 „N. A it II i II j e f' �\\ � - -� CEMENT GONG. CURB 4 -13 AND GUTTER PP -O3 0 20 40 SCALE IN FEET STA 11 +96.31, 16' LT TYPE 1 STD PLAN DRIVEWAY CENTER CATCH BASIN O B5.20 -00 1 O II + N I� Q DOUBLE YELLOW CENTER LINE (DYCL) d II 1 I I I 1 H Ll w w Cn w NOTES: = 1. ALL CATCH BASIN STATIONS & OFFSETS RELATE TO FLOW LINE, FACE OF CURB (BACK OF RIM) UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED WITH A HERRINGBONE GRATE. } u 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 ONSTR_ UCDON BASELINE PM STA: 12 +85.25 PVI ELEV. 338.40 K: 84.00 LVC: 25.00 PROX EXISTING GRADE ® CL EW GRADE ® CL (TYP) (�) d w --- -- ---. -- - -- - -� 0.809, I-F ----------------------- - -_- _... ...... ............................... I -- -.7pX- 184 LF 12 "® CPEP 1 LI7y. OF IELM _ 'DFPT. QF PURLIC RIM 338.8: c' N IE 335.85 u r�NERAL I10T-- C 0L.> -L_(2 a F\ T- IJ-) "UIJ SKEET- PAI:<NC PERK, I L-0.. x - -- oe m r ro 1� 0 Dwc. NO IFNE;JPKIEIJ I CUIDEUNEF t OR ADDITIONAL J w INPJPNIAIO'J ON ETO @Dk IJPAINAGE, S_TriEE7 r " DES- OWN CID, DAR; U z Q y /lei' ?'JUO n Q d Q � _ IN w W w U Q H- BASIS OF BEARINGS THURSTON COUNTY COORDINATE SYSTEM VERTICAL DATUM (T.C. 1252AZ) FOUND 2" BRASS DISK, IN CASE, MARKED IS 27192" AT THE INTERSECTION OF TAHOMA BOULEVARD AND BERRY VALLEY ROAD. ELEVATION = 336.60', NGVD -29. a 0 °a i z 0 0 F U 1 a_ 0 g is �r W CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND R PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a °g LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY -9 EXCAVATION. EXISTING MONUMENT STA 10+00 STA 10 +00 SAW OUT N: 594958.17 BEGIN TAPER, ROADWAY CONSTRUCTION E:1111127.75 BEGIN TAPER, 16' RT HORZ: 1' -2Q' VERT: 1' =2 EL ±339.34 PM STA: 10 +64.42 PV ELEV: 340.16 K: 24.02 LVC: 50.00 HIGH PT. STA: 10 +70.26 .HIGH PT ELEV. 340.04 PROPOSED EOP EX RN— STA 12 +00 END TAPER, 8' RT LEGEND: FLOW ARROW sum- STORM SEWER LINE I ; Y / ASPHALT SEE PV -1 I.uait .Y rae PAVEMENT CEMENT CONC. 4 -11 SIDEWALK PP -03 „N. A it II i II j e f' �\\ � - -� CEMENT GONG. CURB 4 -13 AND GUTTER PP -O3 0 20 40 SCALE IN FEET STA 11 +96.31, 16' LT TYPE 1 STD PLAN DRIVEWAY CENTER CATCH BASIN O B5.20 -00 1 O II + N I� Q DOUBLE YELLOW CENTER LINE (DYCL) d II 1 I I I 1 H Ll w w Cn w NOTES: = 1. ALL CATCH BASIN STATIONS & OFFSETS RELATE TO FLOW LINE, FACE OF CURB (BACK OF RIM) UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED WITH A HERRINGBONE GRATE. } u 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 ONSTR_ UCDON BASELINE PM STA: 12 +85.25 PVI ELEV. 338.40 K: 84.00 LVC: 25.00 PROX EXISTING GRADE ® CL EW GRADE ® CL (TYP) (�) d w --- -- ---. -- - -- - -� 0.809, I-F ----------------------- - -_- _... ...... ............................... I -- -.7pX- 184 LF 12 "® CPEP i O 0 + CV M O r t Q d F- R U) F- w w Z w S J Cn 2 w U w Q U ;.CEWNT CONC 6AHHItP CORE mic s.1rTER 1 LI7y. OF IELM _ 'DFPT. QF PURLIC RIM 338.8: c' N IE 335.85 u r�NERAL I10T-- C 0L.> -L_(2 a F\ T- IJ-) "UIJ SKEET- PAI:<NC PERK, I L-0.. x - -- oe m r ro 1� 0 Dwc. NO IFNE;JPKIEIJ I CUIDEUNEF t OR ADDITIONAL J w INPJPNIAIO'J ON ETO @Dk IJPAINAGE, S_TriEE7 i O 0 + CV M O r t Q d F- R U) F- w w Z w S J Cn 2 w U w Q U ;.CEWNT CONC 6AHHItP CORE mic s.1rTER 1 LI7y. OF IELM _ 'DFPT. QF PURLIC WORKS 1-- Q r�NERAL I10T-- C 0L.> -L_(2 1 F\ T- IJ-) "UIJ SKEET- PAI:<NC PERK, I L-0.. - -- 1 REF-P ID RFLEv'*JI vECH)N$ OF 141E APFRQuLU 0 Dwc. NO IFNE;JPKIEIJ I CUIDEUNEF t OR ADDITIONAL J w INPJPNIAIO'J ON ETO @Dk IJPAINAGE, S_TriEE7 LILHTID:G, �AVLMENI SIP ', UPF, [,L' DES- OWN CID, DAR; U z Q y /lei' ?'JUO n Q APPROVED FOR CONSTRUCTION BY: Date: Uevelopmevt 9arvius 6gmscr APPROVAL EXPIRES: N M O) M \ \ r 0 o zW � o w r � 0 o O z a 0 0 o N U V U a a a a y w o 0 0 q W W W W a r M J ° J z W Z 0 N � w z U Z w N 3 0 1 z aM� 3 how Q a z a ❑ U°uU � a Z ovw U ,G m VN z 3n`"j3 w wo3 / '�M3 Qz as W W a W I u N O Of W W W 1-- Q 0 LU J w N M O) M \ \ r 0 o zW � o w r � 0 o O z a 0 0 o N U V U a a a a y w o 0 0 q W W W W a r M J ° J z W Z 0 N � w z U Z w N 3 0 1 z aM� 3 how Q a z a ❑ U°uU � a Z ovw U ,G m VN z 3n`"j3 w wo3 / '�M3 Qz as W W a W I u N O Of w 1-- Q 0 LU J w O Q U z Q n- n Q d Q � Z w W w U Q H- Z O x no �I J GIBSON BY: L HURTADO P OVER T: J GIBSON DA e NOV. 19, 2012 No: 0290.05 DRAWNG FILE No: 290.05 -PP -01 DRAWNC No: PP -01 SHEET N.: 19 tT 21 I i L Q M O r , cn 1- LLI LLI Z _ J U) W H cn Q ►- SEC 24,T17N,R1 E,WM SEE SHEETS SD -01 AND SD -02 \ FOR DETAILS \ STA 16 +13.65 END S/W END CURB AND GUTTER ADA CONCRETE RAMP EXISTING ROADWAY CENTERLINE STA 17 +39.93, 27' L END DYCL /—STA 32.47, 36' R MATCH EXISTING ROADWAY LEGEND: .FLOW ARROW D�-D STORM SEWER UNE ASPHALT SEE PV -1 PAVEMENT CEMENT CONIC. 4 -11 SIDEWALK PP -03 CEMENT CONIC. CURB 4 -13 - - - -- . AND GUTTER PP -03 TYPE 1 STD PLAN CATCH BASIN 65.20 -00 DOUBLE YELLOW CENTER LINE (DYCL) slnrro. I. ALL CATCH BASIN STATIONS & OFFSETS RELATE TO FLOW UNE, FACE OF CURB (BACK OF RIM) UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED WITH A HERRINGBONE CRATE. 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 UNE (DYCL) PER WSDOT STD. PLAN M- 20.10 -01 J N M Jm w w w w Z O N W � Z W U = w 3 M '0 Q N U a ,V z a: m � PP -02 z Jg3 m w T No; �ry/ d \ � o N 1 r \ U J N M Jm BASIS OF BEARINGS O O J GIBSON Z O N W � Z W U = w 3 M '0 Q N U BY: Date: ,V z a: m � PP -02 z Jg3 m w T No; �ry/ d -6 a � o w 1 U w ¢ w / J±J ' °3 z od Q z w W z w a 0 0 0 DELTA (EC. 1252A2) FOUND 2° BRASS DISH, IN CASE, MARKED i 22.70 1 500' 46.12' 517'04.40" W LJ W z � � g a 0 0 o STA 13 +59.00, 16' LT N 0 16 +16.24 16+25.43 150' 9.19' 3'30'37.37" d W <J <J U —1 LLJ RIM RI M 3 .58 a a a a C1J O W W W W lA V] N N s s s s CD C i N M tl' J . REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION Jm BASIS OF BEARINGS W J GIBSON Z O N W � Z W U = w 3 NG ME No: '0 Q N U BY: Date: ,V z a: m � PP -02 z Jg3 m w T No; �ry/ d -6 a ' a p z � � u 1 U 3 m 3 �O3 ¢ w / w ' °3 z od Q z w W z w a 2 BEGIN STA it U DELTA 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. L PREPARED SUBGRADE 8° AGGREGATE BASE COURSE 2° CRUSH SURFACE TOP COURSE 3" ASPHALT CONCRETE PAVEMENT BERRY VALLEY ROAD - PAVING SECTION 42oto sT-s VAL STANDARD CITY OF YELM STREET SECTION . REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION JGIBSON BASIS OF BEARINGS L HURTADO J GIBSON Da NOV. 19, 2012 0 0290,05 THURSTON COUNTY COORDINATE SYSTEM NG ME No: 290.05 -PP -02 tDRAW� BY: Date: N. "01-1 PP -02 APPROVAL EXPIRES: T No; AUGNMENT CURVE TABLE H VERTICAL DATUM No BEGIN STA END STA RADIUS LENGTH DELTA (EC. 1252A2) FOUND 2° BRASS DISH, IN CASE, MARKED i 22.70 1 500' 46.12' 517'04.40" Ix STA 13 +59.00, 16' LT "LS 27192° AT THE INTERSECTION OF TAHOMA 0 16 +16.24 16+25.43 150' 9.19' 3'30'37.37" d W BOULEVARD AND BERRY VALLEY ROAD. —1 LLJ RIM RI M 3 .58 � I ELEVATION = 336.66, NGVD-29. C1J O Q Oo IE 334.58 (E,W) STA 16 +25.43 CD C i Q O - EL 3336.69 340.0 _S Q p ....................................... ............................... ...... 0 D 7 ' STA 16+14.8 11' LT Q Q Q �- d CB 3 E 1 I O Z Q W Lu RIM 336.43 J �-- LU YE 333.32 (W,N) LL1 d LLJ LLI — — '- 0 Z = 0.50% cf) RE ..F<•"a.a�. Q 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. L PREPARED SUBGRADE 8° AGGREGATE BASE COURSE 2° CRUSH SURFACE TOP COURSE 3" ASPHALT CONCRETE PAVEMENT BERRY VALLEY ROAD - PAVING SECTION 42oto sT-s VAL STANDARD CITY OF YELM STREET SECTION . REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION JGIBSON L HURTADO J GIBSON Da NOV. 19, 2012 0 0290,05 APPROVED FOR CON STRUC'L'ION NG ME No: 290.05 -PP -02 tDRAW� BY: Date: N. "01-1 PP -02 APPROVAL EXPIRES: T No; rn O O os LLa v 14 01 .2' e., z L3 L2 Li 00 \% N, LEGEND TYPE I JUNCTION BOX PER WSDOT STANDARD DRAWING J-110 CONDUIT INTOLIGHT LIGHT STANDARD WIRE NOTE OX CONSTRUCTION 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 UNOERGROJND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. J CONSTRUCTION NOTES (PER WSDOT STANDARD PLANS AND SPECIFICATIONS) INTOLIGHT TO FURNISH AND INSTALL NEW LIGHT STANDARD. CONTRACTOR SHALL COORDINATE AS NECESSARY. INSTALL TYPE 1 JUNCTION BOX. PER WSDOT STD PLAN J-11c INTOLIGHT TO COORDINATE POWER SOURCE AND SERVICE CONNECTION. SEC 24, T 17 N, R 1 El WM ILI 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 0 30 60 SCALE IN FEET L2 1 �L2?) SW BERRY ....... _SW BERRY VALLEY RD rTYPj EW IMPROVEMENTS (TYP) WIRING SCHEDULE RUN NO. CONDUIT SIZE* ---- ----- WREICABLE ------ TYPE— WATTAGE – DISTRIBUTION 08 AWG 8 F BARE GROUND REMARKS 1 1 1/-4--2 NO. 1 ILLUMINATION 2 1 1/4- LENGTH (HI-) SPARE W/ PULL STRING - UVINIJUI I blIALL HE FVC SCHEDULE 40 EXCEPT AT ROADWAY CROSSING WHERE IT SHALL BE PVC SCHEDULE 80. LIGHTING SCHEDULE LUMA CIRCUIT SERVICE TYPE— WATTAGE – DISTRIBUTION MAST ARM MAST ARM MTG- HT STATION, BASE NO. NO. NO. TYPE LENGTH (HI-) OFFSET STYLE UJI ry NOT USED 2 A -A HPS – 250 – MCIII <c m 2-5 10+76 19.5 DIRECT BURIED 3T HPS – 250 – MCIII LU 1:5 25 12+56 19.5 LT DIRECT BURIED A nI 4ou M' 3S 51 8 25 14 +36 IM I DIRECT BURIED CJ tA�:� PM� HPS : – �250– MCI�ll �HP 25b C111 zb 1 16+12, 19.5 LT DIRECT BURIED LIGHT STANDARDS SHALL BE INTOLIGHT POLE SERVICE INSTALLED PER PSE/INTOLIGHT STANDARDS APPROVED FOR CONSTRUCTION BY: Date: D"&pmm t �S�"WL'�g APPROVAL EXPIRES: � �2 <! — 0 -j W 3: w'), W (n X702 Z znLLa fL me zo < (5 z rr Z (D < O I Imo !STf VAL J GIBSON LHURTADO ----U— APPIR D BY i GIBSON NOV. 19, 2012 JCB Na 0290.05 DM� IL•01 21 UJI ry UJI <c m Of co I LU Lu Lli CJ I Imo !STf VAL J GIBSON LHURTADO ----U— APPIR D BY i GIBSON NOV. 19, 2012 JCB Na 0290.05 DM� IL•01 21 0 c 0 s m 6 c N O C � (7 y N O M W 4 UZ 0 z Q Z O � J LLJ i J W w Q a Z U „ a J �yU�:ym W CL cn Q w cn Uill sheet L -1 Q J of 5 SITE MAP , r r r r r Point Reyes r / / / � Cfbldenratrd -Tres r j Pfic WaX Myrtle • �' Vancouver old l8ta AV/2' r / r '� ➢ _ , / i �' , '� droseed / Compact oemeon y3 .,� Lawn r /drape a 3' ox; Rvgn. Agent Tree/ s i,)ue AtlasY,�edar edd. Accent r r<= /i / T Tr /Tree \4(♦ �eodar Cedar Point Reyes i r a \ Spreading English Ye uV .. a � Emerald Green 6 ian Swttchgres / Rhododendron Arborvitae r" Butt y ush \ i 6� erFl B r r NTS e + - � � � Redeptre Pear Rhododendron / p 8 r � �[7 Low Grass Mix \ it r / ! i 0 n Gold' o Eunymue Dwarf YaUoon Switd�grae Rugosa Rose i ,Low Grass Mix ,�s y �r • a ; ` / r /,r / ! sugoaa Rose i r 3witchgraee G ^ merald n Gold /i Redsptre Pear . - - - - - -- �I Euonymus 9eib.:s i 'vancouver Gold � 'P i Gentsta m 211/0' oc. / Compact Oregon / tin i /Grape :a/2� O.C. / r ectd. AeAccent Tree / r � ''g : ent / pa Perennial Mix e a• "Emerald n Gold' Euonymue Dwarf Yaupon Holly ar ^' Ce, dar r Pedepire Pear Low Grass Mix _ r Perennial Mix * , switcorIgra r!. r i r q / r Rugose Rose y A PI ak Fine ck Mulch ° • A Coars k Mulch < ++ ken Laurel t Yucca a - Low Grass Mix Pacific -Wax Myrtle i 'Emerald Green' Arborvitae �Switckigrase . -- 'Little Princess' 9plrea y_, F_ Rugosa Rose — Low Groundcover Mix — 'Emerald n Gold' EUOnymL — Recispire Pear — Dwarf Mugo Pine — Yucca �Switchgreee- odaet Juni er $kyr Lc_ -Ivo ry _S._ lk ' � Japzin4l _Tree Lilac Coarse Rock Mulch. Lavalle Hawthorn e 35' 0.0. Fine Rode Mulch h—mw pi�Ar-r4> —Low Grass Mix = mmzma,x Zvgn. -__ -.. Accent Tree Low Grass Mix - Tau$agmar-NSatrup' -. "osa Rose ".bru Gcover Mix NORTH 0 20' 40' 60' SCALE: 1"=20'-O" STATE OF WASHINGTON LICENSED' LANDSCAPE ARCHITECT EXPIRES l d 0 �C¢arse v Rod�MUlcka Ile - ,/ Fide Rock Mulch_: C O �� 15, ✓Ht. Berm , ?�,� / ° 3' / Low Grass Mix K Low Gra 5s Mix O Pereennial Mix " s - 'Frau Dagmar Haetrup' c,. �yi Ru osa Rose -- i Low Gcover Mix SmR"raas O O I C > M. G 3 g _ A, Butterfly -Bush _ U V ` ill Ht. UZ 0 U Pedesrtrtan oriented � Berm W cner enhangement � , '' _ " ` Dwarf Mugo Pine r ,(Pd sign to be E 1 W ea q W � m Q ' determined) p, I , -, - Q) Hydroseed a Lawn Dwarf Mugo PI +� .. v �@! 36" Ht. Berm R y A PI ak Fine ck Mulch ° • A Coars k Mulch < ++ ken Laurel t Yucca a - Low Grass Mix Pacific -Wax Myrtle i 'Emerald Green' Arborvitae �Switckigrase . -- 'Little Princess' 9plrea y_, F_ Rugosa Rose — Low Groundcover Mix — 'Emerald n Gold' EUOnymL — Recispire Pear — Dwarf Mugo Pine — Yucca �Switchgreee- odaet Juni er $kyr Lc_ -Ivo ry _S._ lk ' � Japzin4l _Tree Lilac Coarse Rock Mulch. Lavalle Hawthorn e 35' 0.0. Fine Rode Mulch h—mw pi�Ar-r4> —Low Grass Mix = mmzma,x Zvgn. -__ -.. Accent Tree Low Grass Mix - Tau$agmar-NSatrup' -. "osa Rose ".bru Gcover Mix NORTH 0 20' 40' 60' SCALE: 1"=20'-O" STATE OF WASHINGTON LICENSED' LANDSCAPE ARCHITECT EXPIRES d 0 v C O 0 c O O I C > M. G 3 ° �i N ° M A, O U V UZ 0 U Z Q 5 � i W -�I W ea q W � m Q G. Q) a z Q W v �@! m a w ^w^ ��05 sheet IJ L-2 Q of 5 y�ZA '0 6 r . 3.10 GM SITE MAP i roll 91. / / / / 1/ / / / NTS / / / 212 s.f. / 020 GPM i� I3/4 •' /i 11121, 51. `F BI: m I '4 1 I � i 830 e Plan le tllayrematln Locate all valves and equipment in landscape areas. / o IRRIGATION EQUIPMENT LIST SYMBOL MFR CATALOG NO. I DESCRIPTION Evapotren Inigation WALL -MOUNT CONTROLLER ON Area RAINBIRD /HUNTER 1804 / MPCORNER 4" POP UP LAWN SPR W/ ADJUSTABLE ARC SPRAY Efficler y RAINBIRD /HUNTER 1804 / MP1000 SERIES 4" POP UP LAWN SPR W/ 90° -210° 4 360° ARC SPRAYS AND CONDUIT TO NEAREST RAINBIRD /HUNTER 1804 / MP2000 SERIES 4" POP UP LAWN SPR. W/ 90° -210 ", 210° -210° 4 360° ARC SPRAYS LANDSCAPE BEE>. RAINBIRD /HUNTER 1804 / MP3000 SERIES 4" POP UP LAWN SPR W/ 90' -210° 4 360° ARC SPRAYS 00 s.f. C} RAINBIRD /HUNTER 1804 / MP STRIP SERIES 4" POP UP LAWN SPR W/ SIDE STRIP SPRAY ►t FEBCO 850 11/2" 11/2" DOUBLE CHECK VALVE BACKFLOW PREVENTOR 8 B 4 K 101 -900 SERIES BRASS BALL VALVE W/ BRASS UNIONS (MATCH LINE SIZE) O RAINBIRD 3RC 3/4" BRASS QUICK COUPLER VALVE R WILKINS "200 3/4" ANGLE VALVE FOR MANUAL DRAIN ASSEMBLEY W/ KEY EXTENSION NOT SHOWN NETAFIM TLSOV 10 -CV -01 TECHLINE SHUT -OFF VALVE, INSTALL PER DETAIL * NETAFIM OPERATION / PRESSURE INDICATOR STAKE WITH FOGGING NOZZLE Q HUNTER PGV -101G I" ELECTRIC REMOTE CONTROL VALVE W/ FLOW CONTROL Q HUNTER PCZ- 101 -40 I" DRIP ZONE KIT WITH I" PGV VALVE, HY100 FILTER SYSTEM AND 40 PSI PRESSURE REGULATOR NOT SHOWN HUNTER SOLAR SYNC SOLAR SYNC SENSOR AND MODULE, INSTALL PER MANUFACTURER'S INSTRUCTIONS. © HUNTER [CC- 1200 -M 12-STATION BASE CONTROLLER IN METAL CABINET - IIrrB� NETAFIM TLCV4 -18 TECHLINE W/ A GPH EMITTERS W /CHECK VALVES - 18" EMITTER (: INTERVAL --- - - - - -- PRESSURE MAINLINE, SCH. 40 PVC PIF E, INSTALL 6 IS" DEPTH (24" UNDER PAVED AREAS) LATERAL LINES, CLASS 200 PVC PIPIT, INSTALL 6 12" DEPTH (24" UNDER PAVED AREAS) CLASS 200 PVC PIPE SLEEVES, INSTALL Q 24" DEPTH -_° 17717 .+ +11+1 - SUPPLY HEADER 3/4" UNLESS OTHERWISE NOTED, CLASS 200 PVC PIPE, INSTALL e 12" DEPTH 13F LU Ulf $ r ZI ✓ y I 344 al �% ✓ jj✓ /jj - J � m50 GPM /a Q I I11 M C III G 4" 51. I III III i 161. / a/4 3" 51., /4 150 ST. 0.44 GPM ., 020 GPM / 020 GPM /✓ \ 3/4 550 b.f. 1b3 GPM 3/4 e new I" lector: Si of Yellin. 025 GPM Nation meter installed bg c civil plane for more inform, NOT SHOWN 014 -AWIG DIRECT BURIAL LOW VOLTAGE WIRE, RED= SIGNAL WHITE = COMMON • CONTRACTOR SHALL CONTACT CONTROLLER MANUFACTURER'S REP. TO ARRANG=E FOR TRAINING TO PROGRAM CONTROLLER TO PROVIDE SEASONAL E.T. -BASED WATER - EFFICIENT IRRIGATION. BURY TECHLINE AT A CONSISTENT DEPTH OF 4" BELOW FINISH GRADE. LINE SPACING SHALL BE 18" O.G. SHEET NOTES 1. See details and specifications for additional information. 2. Plan is diagrammatic. All piping, laterals, and wire to be located in bed on lawn areas where appropriate. 3. Pipe sizes are to remain constant between pipe size call -outs. 4. Locate all mainlines within the project limits. 5. All work shall be performed to the satisfaction of the Landscape Architect/Owner. 6. Install drip irrigation following manufacturer's recommendations. For clarity, the irrigation plan shows only recommended pvc supply and exhaust headers and a hatch showing the area of dripline. Contractor shall install headers and dripline as described in the plans, equipment list, specifications and details. 7. Do not exceed the manufacturer's recommended maximum length of a sincIte techline lateral (or multiple laterals fed by a single techline lateral) for the inlet pressure. The following max.'s are listed by Netafm (for TLCV- 4 -18): 45 psi = 664 Lf. 35 psi = 579 I.f. 25 psi = 459 I.f. 15 psi = 151 I.f. IAA\ WE VALVE CHART Using the formula EWU = (HA x PF x CF x ER) / IE + Plant ,12.45 GPM Evapotren Inigation WALL -MOUNT CONTROLLER ON Area 7 EXTERIOR WALL GEN. CONTR TO W Efficler y PROVIDE PDXR TO CONTROLLER I i AND CONDUIT TO NEAREST MI Fiats LANDSCAPE BEE>. I 13,833 0.85 00 s.f. 14.49 U) 9 Med plantings (shady areas) Drip 10213 GPM 0.50 13F LU Ulf $ r ZI ✓ y I 344 al �% ✓ jj✓ /jj - J � m50 GPM /a Q I I11 M C III G 4" 51. I III III i 161. / a/4 3" 51., /4 150 ST. 0.44 GPM ., 020 GPM / 020 GPM /✓ \ 3/4 550 b.f. 1b3 GPM 3/4 e new I" lector: Si of Yellin. 025 GPM Nation meter installed bg c civil plane for more inform, NOT SHOWN 014 -AWIG DIRECT BURIAL LOW VOLTAGE WIRE, RED= SIGNAL WHITE = COMMON • CONTRACTOR SHALL CONTACT CONTROLLER MANUFACTURER'S REP. TO ARRANG=E FOR TRAINING TO PROGRAM CONTROLLER TO PROVIDE SEASONAL E.T. -BASED WATER - EFFICIENT IRRIGATION. BURY TECHLINE AT A CONSISTENT DEPTH OF 4" BELOW FINISH GRADE. LINE SPACING SHALL BE 18" O.G. SHEET NOTES 1. See details and specifications for additional information. 2. Plan is diagrammatic. All piping, laterals, and wire to be located in bed on lawn areas where appropriate. 3. Pipe sizes are to remain constant between pipe size call -outs. 4. Locate all mainlines within the project limits. 5. All work shall be performed to the satisfaction of the Landscape Architect/Owner. 6. Install drip irrigation following manufacturer's recommendations. For clarity, the irrigation plan shows only recommended pvc supply and exhaust headers and a hatch showing the area of dripline. Contractor shall install headers and dripline as described in the plans, equipment list, specifications and details. 7. Do not exceed the manufacturer's recommended maximum length of a sincIte techline lateral (or multiple laterals fed by a single techline lateral) for the inlet pressure. The following max.'s are listed by Netafm (for TLCV- 4 -18): 45 psi = 664 Lf. 35 psi = 579 I.f. 25 psi = 459 I.f. 15 psi = 151 I.f. IAA\ WE VALVE CHART Using the formula EWU = (HA x PF x CF x ER) / IE + (.j � ♦ �� i� /' 3,450 e.f. 1022 GPM NORTH 0 20' 40' 60' � r � SCALE: 1"=20'-0" ro , I+ x x 7x. 1 r x ,x x x x , 34 - �4- '- +YP'_*�+�,.- r +T�.. •e.3 -i r,# ir��5. r. - ter.,,. +* ** � �%. I 3 GPM I _. _. .. ... ;r Hydrozone Plant Conversion Evapotren Inigation Hydrozones Area Factor Factor spira0on Efficler y Estimated Water Use (square feet) Fiats Lawn area Rotating spray nozzles 13,833 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 Drought Tolerant Plantings (sun) Drip 26,663 0.30 0.62 14.49 0.90 79,546 gallons Storm Pond & access tlrive Hand water to establish only' 24,533 0.00 0.62 14.49 0.50 0 gallons Unirrigated play & rock mulch areas 7,225 0.00 0.62 14.49 1.0 0 gallons Total Area 73,819 0 C 0 ° I C > C a3 228,698 gallons ' 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, and would be 70.752 cubic feet (529.262 gallons) + (.j � ♦ �� i� /' 3,450 e.f. 1022 GPM NORTH 0 20' 40' 60' � r � SCALE: 1"=20'-0" ro , I+ x x 7x. 1 r x ,x x x x , 34 - �4- '- +YP'_*�+�,.- r +T�.. •e.3 -i r,# ir��5. r. - ter.,,. +* ** � �%. I 3 GPM I _. _. .. ... ;r 0 c 0 w 0 C 0 ° I C > C a3 ro Y -rte N o \ a� IIrrB� a U Z `r Z Z (: J W 1� W � a rY1 V 1 U Q tt Q 1^ G v Q p0 0 8 Z 0 rO/-� V1 W CID R7 Ski sheet /Q V L -3 of 5 a /. / p er / d r° s / =PHASE 1 ' PHASE 2 vV SITE MAP NTS / /s'�/ , a/1. 16 e.F. 3.16 GPM /i /`. / ✓r / / / 3 /Z�J. 11/2 51. y' 1520 e.f. .�/ / 450 GPM is a. I/ 111 il�a? r( / 1\ i \ 035 GP / / / / / / / I I I I D— W Iy I !IW W H iW I~ Q i� NORTH 0 20' 40' 60' SCALE: 1"=20'—O" WATER EFFIGIENGY NOTES These final landscape and irrigation plans address the following requirements: • Specify water efficient plant species for the Pacific Northwest. The majority of the plantings are drought tolerant. A small number offends were incorporated that may not he considered highly drought tolerant m add seasonal interest, particularly in shaded locations near Unfunny. Whetherornotthes eplants .e.n,idereddroughttoleran, all plants chosen perfamwell underamand conditionswlfhalimifed amountofsupplementalwater. • Choose irrigation devices and design the irrigation system to positively prevent runoff or oversproy onto impermeable haranguing under all conditions regardless of wind or possible equipment misalignment Drip .mi,imn e, speciNed in shrub areas and high efficiency MP Retraces are specihed m lawn and seen pond areas This irrigation system has been specifically designed to reduce water, eliminate run off and reduce water bills. We fed we have designed the irrigation system to the highest standard to comply fully with far requirements of Ne city . have been assigned to areas with dissimilar water or scheduling requirements. For example; separate zones have Separate stations /zones tree areasS) 9 g 9 P P been designed for shrub /tree areas, lawn areas, shady areas, sunny areas, drip irrigation and rotating sprinklers. • Irrigation heads have been located hosed on a thorough evaluation of physical, environmental, and hydraulic site conditions, including wind. The design must not permit sprinklers to oversproy onto impermeable hardscape under any condition. As with any irrigation design, field adjustments are expected and may be required to fully satisfy this requirement. • Drip irrigation has been specified for all zones planted in one – gallon or larger size. • In lieu of a weather –based irrigation controller, o 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 NOTES SEE SHEET L -3 FOR MORE IRRIGATION DETAILS, INCLUDING DRIP ZONE CONTROL VALVE. TECHLINE SHUT –OFF VALVE OR MANUAL DRAIN VALVE ASSEMBLY Kok PLUMBED TO PVC – INSTALL / AT LOW POINT(S) IN THE ZONE (SEE DETAIL) / AREA PERIMETER (BED EDGE) / I — NETARM TECHUNE CV DRIPLINE ON SLOPES, RUN PARALELL TO CONTOUR UNES (SEE EQUIPMENT LIST) / 3/4" PVC EXHAUST MANIFOLD REMOTE CONTROL VALVE WITH AND REGULDAITINGI VALVE (SEE DETAILS). PK,RIMETFnR LATERALS TO 4 FROM BED EDGE COMPRESSION TEE PVC SUPPLY MANIFOLD (SEE PLAN FOR SIZE) SUB - SURFACE IRRIGATION LAYOUT NTS SCH 40 TEE OR ELL LATERAL PIPE, SIZE VARIES COMPRESSION ADAPTER 1R COMPRESSION COUPLING --LANDSCAPE DRIPLINE TUBING: T} NETAFIM TECHLNE CV TLCV6 -18 I t1e' LANDSCAPE DRIP DRIP LINE LATERAL CONNECTION NTS PLANT MATERIAL WALK OR CURB /�A DRIP SYSTEM OPERATION INDICATOR TUBING: POLYETHYLENE //. Dl DISTRIBUTION TUBING RAIN BIRD PT -025 INSERT BTTING: ]' SELF – PIERCING BARB CONNECTOR PV10 LATERAL }' BARBED INLET _ pIYOTECTIVE FLANGE NOME IF NEEDED, USE XERIMAN TOOL XM –TOOIL TO INSERT BARB CONNECTOR OIREGTLY INTO 3 POLYETHYLENE TUBING DRIP ZONE OPERATION INDICATOR NTS STATE OF ARCHITECT N0.405 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 F_— EDGE OF LANDSCAPE BED PLACE ALL LINES 2 " -4" FROM EDGE OF PAVING. SEE LANDSCAPE DRIPUNE LATERAL DETAIL L ON THIS SHEET FOR LANDSCAPE DRIPLINE CONNECTIONS MD N DISTRIBUTION TUBING (TYP.) SUBSURFACE DRIPLINE ISLAND LAYOUT NITS —6" VALVE BOX (INSTALL PER SPECS) —(TO EXHAUST HEADER) _ - --'C/ � Techline SHUT –OFF 3/4" GRAVEL SUMP VALVE gTLSOV ((BLANK TUBING MAY (1 CUBIC FOOT) �BE ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) DRIP LINE MANUAL DRAIN VALVE OR TECHLINE SHUT -OFF VALVE NTS L LINE FLUSHING VALVE OR MANUAL DRAIN VALVE PLUMBED TO PVC PVC EXHAUST HEADER PVC SUPPLY HEADER Techline START CONNECTION CONTROL VALVE WITH TER AND PRV AREA PERIMETER Techline TUBING LATERAL ` PERIMETER LATERALS 2" TO 4" FROM EDGE DRIP LINE CENTER FEED LAYOUT NITS .0 a I C O il�a? r( / 1\ i \ 035 GP / / / / / / / I I I I D— W Iy I !IW W H iW I~ Q i� NORTH 0 20' 40' 60' SCALE: 1"=20'—O" WATER EFFIGIENGY NOTES These final landscape and irrigation plans address the following requirements: • Specify water efficient plant species for the Pacific Northwest. The majority of the plantings are drought tolerant. A small number offends were incorporated that may not he considered highly drought tolerant m add seasonal interest, particularly in shaded locations near Unfunny. Whetherornotthes eplants .e.n,idereddroughttoleran, all plants chosen perfamwell underamand conditionswlfhalimifed amountofsupplementalwater. • Choose irrigation devices and design the irrigation system to positively prevent runoff or oversproy onto impermeable haranguing under all conditions regardless of wind or possible equipment misalignment Drip .mi,imn e, speciNed in shrub areas and high efficiency MP Retraces are specihed m lawn and seen pond areas This irrigation system has been specifically designed to reduce water, eliminate run off and reduce water bills. We fed we have designed the irrigation system to the highest standard to comply fully with far requirements of Ne city . have been assigned to areas with dissimilar water or scheduling requirements. For example; separate zones have Separate stations /zones tree areasS) 9 g 9 P P been designed for shrub /tree areas, lawn areas, shady areas, sunny areas, drip irrigation and rotating sprinklers. • Irrigation heads have been located hosed on a thorough evaluation of physical, environmental, and hydraulic site conditions, including wind. The design must not permit sprinklers to oversproy onto impermeable hardscape under any condition. As with any irrigation design, field adjustments are expected and may be required to fully satisfy this requirement. • Drip irrigation has been specified for all zones planted in one – gallon or larger size. • In lieu of a weather –based irrigation controller, o 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 NOTES SEE SHEET L -3 FOR MORE IRRIGATION DETAILS, INCLUDING DRIP ZONE CONTROL VALVE. TECHLINE SHUT –OFF VALVE OR MANUAL DRAIN VALVE ASSEMBLY Kok PLUMBED TO PVC – INSTALL / AT LOW POINT(S) IN THE ZONE (SEE DETAIL) / AREA PERIMETER (BED EDGE) / I — NETARM TECHUNE CV DRIPLINE ON SLOPES, RUN PARALELL TO CONTOUR UNES (SEE EQUIPMENT LIST) / 3/4" PVC EXHAUST MANIFOLD REMOTE CONTROL VALVE WITH AND REGULDAITINGI VALVE (SEE DETAILS). PK,RIMETFnR LATERALS TO 4 FROM BED EDGE COMPRESSION TEE PVC SUPPLY MANIFOLD (SEE PLAN FOR SIZE) SUB - SURFACE IRRIGATION LAYOUT NTS SCH 40 TEE OR ELL LATERAL PIPE, SIZE VARIES COMPRESSION ADAPTER 1R COMPRESSION COUPLING --LANDSCAPE DRIPLINE TUBING: T} NETAFIM TECHLNE CV TLCV6 -18 I t1e' LANDSCAPE DRIP DRIP LINE LATERAL CONNECTION NTS PLANT MATERIAL WALK OR CURB /�A DRIP SYSTEM OPERATION INDICATOR TUBING: POLYETHYLENE //. Dl DISTRIBUTION TUBING RAIN BIRD PT -025 INSERT BTTING: ]' SELF – PIERCING BARB CONNECTOR PV10 LATERAL }' BARBED INLET _ pIYOTECTIVE FLANGE NOME IF NEEDED, USE XERIMAN TOOL XM –TOOIL TO INSERT BARB CONNECTOR OIREGTLY INTO 3 POLYETHYLENE TUBING DRIP ZONE OPERATION INDICATOR NTS STATE OF ARCHITECT N0.405 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 F_— EDGE OF LANDSCAPE BED PLACE ALL LINES 2 " -4" FROM EDGE OF PAVING. SEE LANDSCAPE DRIPUNE LATERAL DETAIL L ON THIS SHEET FOR LANDSCAPE DRIPLINE CONNECTIONS MD N DISTRIBUTION TUBING (TYP.) SUBSURFACE DRIPLINE ISLAND LAYOUT NITS —6" VALVE BOX (INSTALL PER SPECS) —(TO EXHAUST HEADER) _ - --'C/ � Techline SHUT –OFF 3/4" GRAVEL SUMP VALVE gTLSOV ((BLANK TUBING MAY (1 CUBIC FOOT) �BE ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) DRIP LINE MANUAL DRAIN VALVE OR TECHLINE SHUT -OFF VALVE NTS L LINE FLUSHING VALVE OR MANUAL DRAIN VALVE PLUMBED TO PVC PVC EXHAUST HEADER PVC SUPPLY HEADER Techline START CONNECTION CONTROL VALVE WITH TER AND PRV AREA PERIMETER Techline TUBING LATERAL ` PERIMETER LATERALS 2" TO 4" FROM EDGE DRIP LINE CENTER FEED LAYOUT NITS .0 a C O L O c 0 ° 6 C M C a 3 � m y o \ a 0 V U 0 U Z 0 `} Z Z a= W b q ad �W�••� 1�1 � _e!� aU) a U R• N < t IT U II. a g> 0 �g 5 ZmC O W U Ste 9kt gg sheet !Q V ry L -4 of 5 FINISH SPRINK RAINBIF SA -12: ASSEME EQUAL TTTING COMPACTED MOUND OF t88_° ROOTBALL 8" BACKFlLL SOIL MIX P WIDTH -'k ?- NOTE: REMOVE TREATED L.ANTING PIT- OR SYNTHETIC BURLAP SHALL BE A MINIMUM OF TWICE COMPLETELY. THE FROOTBALL WIDTH. PLANTING AND STAKING DETAIL 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 SOIL MIX SHRUB PLANTING DETAIL (CONT., B & B) NTS CONTINUOUS OUTER ROW OF FINISH GRADE AREA FOR SPACING PLANTS SPACED 'X" ON CENTER (INCLUDING BED ADJUSTMENT AND SET BACK TRW THE MULCH) PLANTING BED EDGE 2/3 -X- 2' MIN.; REFER TO I PLAN FOR SPECIFIC 'f' 2/3 'X' 2' O SHRUB --M -BERM & CROWN HTS. + BEDS, FLUSH _ _ + + EDGE OF PLANING BED O LAWN AREA - ..wp li, + + LAWN AREA 6' EDGE SHRUB BED SUB -BASE + + + + + + + + + (TYPICAL) TRENCH (TYPICAL) ASPHALT MATERIAL \ \ / +-k PAVING NATIVE SOIL �� \/ ��/ + FINISH GRADE y, + CONCRETE CURB OR TOPSOIL FILL - REFER TO 2/3 "X' ++ ADJACENT PAVEMENT SPECIFICATIONS FOR SOIL TYPE TRIANGULAR SPACING WITHIN PLANTING BED 45 - NOTE: GENERAL CONTRACTOR SHALL REMOVE SPECIFIED PLANT SPACING= X' 90 J' EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL GOWN TO NATIVE SOIL. INDIVIDUAL PLANTS REPRESENTED AS:+ PARKING ISLAND PLANTER DETAIL PLANT SPACING DETAIL LAWN EDGE DETAIL NTS NTS NTS RAINBIRD VALVE M, GRADE 2' PVC SLEEVE WLKIN3 #200 -3/4' (OR Eq.) BRASS ANGLE VALVE PATH MAIN LINE UNION. INSTALL AT ALL REDUCING TEE MAINLINE LOW POINTS TO FACIUT'ATE COMPLETE MAINLINE DRAINAGE. 6 3/4" CLOSE NIPPLE 8 VALVE BOX COVER CODES NO -UNE' WIRE SPLICES ALLOWED. i 3/4' X 3' PROTECTIVE FINISH GRADE AT LIP OF PVC NIPPLE of ry o AREAS; 1' BELOW UP IN GRAVEL SUMPT =- °o ° ALL OTHER AREAS (2 CU. FT.) SCH. 80 PVC NIPPLE TAT 1' VALVE BOX; REFER TO VALVE Ball: RET£R TO FINISH GRADE AT UP OF IRRIGATION SHEET NOTES BOx IN TURF AND PAM IRRIGATION SHEET NOTES ,°rte AND /OR SPECS 06' SHED. 80 PVC UNION CHAINLOCK ROD - 30' LENGTH SCH. 80 PVC NIPPLE STAKESV(MIN. HT ) SCH. BO PVC NIP. TREE TREE TIES, TIES SCH. 40 PVC & FITTING d 2 X 4 CEDAR BLOCK TO PROViOE 2" 6 �%. IN LOW VOLTAGE AIRES A-T 3' d 1 CU. FT. DRAIN GRAVEL 2" MULCH IN BASIN SCH. 40 PVC FITTING LENGTH AS REQUIRED 43" COARSE GRAVEL 3" WATER RETENTION BRICK SUPPORT (T- EA. CORNER) BASIN (IN SHRUB AND PVC MAINLINE 3 FITTING RASE M a5M NOTE: ALL 'WIRES TO BE INSTALLED AS PER LOCAL CODES. NO 'IN -LINE' WIRE SPLICES ALLOWED. GROUNDCOVER AREAS TAPE AND BUNDLE WIRES EVERY 20 FEET. PROVIDE EXPANSION COILS AT EACH VALVE - MAPPING PVc PIPE WIRE AROUND 1/2' PIPE 15 TIMES. ALL THREADED CONNECTIONS SHALL BE MADE W11H TEFLON TAPE. BALL VALVE ONLY) CONTROL VALVE 'SHALL BE A ROOT u re FERTILIZER TABLETS PLANTING PIT MINIMUM F BALL `} SHALL BE A TWICE TH DEPTH 0 � REMOVE BURLAP FROM MIN. OF TWICE ROOT-13 L 12 J TOP 2/3 OF ROOT BALL. THE ROOTBALL EPTH MIN `W BACKFILL SOIL MIX DEPTH COMPACTED MOUND OF t88_° ROOTBALL 8" BACKFlLL SOIL MIX P WIDTH -'k ?- NOTE: REMOVE TREATED L.ANTING PIT- OR SYNTHETIC BURLAP SHALL BE A MINIMUM OF TWICE COMPLETELY. THE FROOTBALL WIDTH. PLANTING AND STAKING DETAIL 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 SOIL MIX SHRUB PLANTING DETAIL (CONT., B & B) NTS CONTINUOUS OUTER ROW OF FINISH GRADE AREA FOR SPACING PLANTS SPACED 'X" ON CENTER (INCLUDING BED ADJUSTMENT AND SET BACK TRW THE MULCH) PLANTING BED EDGE 2/3 -X- 2' MIN.; REFER TO I PLAN FOR SPECIFIC 'f' 2/3 'X' 2' O SHRUB --M -BERM & CROWN HTS. + BEDS, FLUSH _ _ + + EDGE OF PLANING BED O LAWN AREA - ..wp li, + + LAWN AREA 6' EDGE SHRUB BED SUB -BASE + + + + + + + + + (TYPICAL) TRENCH (TYPICAL) ASPHALT MATERIAL \ \ / +-k PAVING NATIVE SOIL �� \/ ��/ + FINISH GRADE y, + CONCRETE CURB OR TOPSOIL FILL - REFER TO 2/3 "X' ++ ADJACENT PAVEMENT SPECIFICATIONS FOR SOIL TYPE TRIANGULAR SPACING WITHIN PLANTING BED 45 - NOTE: GENERAL CONTRACTOR SHALL REMOVE SPECIFIED PLANT SPACING= X' 90 J' EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL GOWN TO NATIVE SOIL. INDIVIDUAL PLANTS REPRESENTED AS:+ PARKING ISLAND PLANTER DETAIL PLANT SPACING DETAIL LAWN EDGE DETAIL NTS NTS NTS RAINBIRD VALVE M, GRADE 2' PVC SLEEVE WLKIN3 #200 -3/4' (OR Eq.) BRASS ANGLE VALVE PATH MAIN LINE UNION. INSTALL AT ALL REDUCING TEE MAINLINE LOW POINTS TO FACIUT'ATE COMPLETE MAINLINE DRAINAGE. 6 3/4" CLOSE NIPPLE 8 VALVE BOX COVER CODES NO -UNE' WIRE SPLICES ALLOWED. i 3/4' X 3' PROTECTIVE FINISH GRADE AT LIP OF PVC NIPPLE of ry o AREAS; 1' BELOW UP IN GRAVEL SUMPT =- °o ° ALL OTHER AREAS (2 CU. FT.) SCH. 80 PVC NIPPLE TAT POP -UP SPRINKLER ASSEMBLY MANUAL DRAIN VALVE ASSEMBLY NTS NTS NOTE: ALL WIRES TO BE INSTALLED AS PER LOCAL "IN VALVE BOX COVER CODES NO -UNE' WIRE SPLICES ALLOWED. VC SCH 80 COUPLER TAPE AND BUNDLE 'WIRES EVERY 20 FEET. FINISH GRADE AT LIP OF PROVIDE EXPANSION COILS AT EACH VALVE - BOX IN TURF AND PAYED WRAPPING WIRE AROUND 1/2" PIPE 15 TIMES. AREAS; 1' BELOW UP IN ALL THREADED CONNECTIONS SHALL BE MADE ALL OTHER AREAS WTI TEFLON TAPE. SCH. 80 PVC NIPPLE TAT 1' VALVE BOX; REFER TO VALVE Ball: RET£R TO FINISH GRADE AT UP OF IRRIGATION SHEET NOTES BOx IN TURF AND PAM IRRIGATION SHEET NOTES ,°rte AND /OR SPECS ELECTRIC CONTROL VALVE SHED. 80 PVC UNION SCH. 40 PVC & ROD - 30' LENGTH SCH. 80 PVC NIPPLE LITERAL PIPE SCH. BO PVC NIP. TO SPRINKLERS SCH. 40 PVC & FITTING g Y 2 X 4 CEDAR BLOCK TO PROViOE 2" �` J TAPE AND BUNDLE WIRES LOW VOLTAGE AIRES A-T SCH. BO PVC NIPPLE: 1 CU. FT. DRAIN GRAVEL LENGTH AS REQUIRED BELOW VALVE SCH. 40 PVC FITTING LENGTH AS REQUIRED PRESSURE MAINLINE ELECTRIC CONTROL VALVE NTS PVC MAINLINE W/\ MATE ADMIER (TVP) FlNISH GRADE AT UP OF BOX IN TURF AND PAM S AREAS (1" BELOW UP IN ALL MER AREAS) j Bak MvER MIN. I° ° :ARAN � 8 DWO � TG2 AVEL ONSTAU- MIN. 'T. BELOW mco'bow .vuvemoN, DOUBLE CHECK VALVE NTS QUICK COUPLER 12" x 18' VALVE BOX 6' URB OR EDGE (TYP.) VC SCH 80 COUPLER REMOTE CONTROL 140 MESH SELF- CLEANING SCH. 80 PVC NIPPLE TXT VALVE BACKFLUSH FILTER 2- STAINLESS 6" MIN. STEEL WORM- SCH. 80 PVC NIPPLE TAT CLEARANCE VALVE Ball: RET£R TO FINISH GRADE AT UP OF IRRIGATION SHEET NOTES BOx IN TURF AND PAM SCH. BD PVC NIPPLE ,°rte OR SPECIFICATIONS AREAS (I" BELOW UP IN STREET ELLS ALL OTHER AREAS) SCH. 40 PVC & ROD - 30' LENGTH vALME Box COVER FITTING SCH. BO PVC NIP. ADJUST EQUIPMENT TO PROViOE 2" MINIMUM CLEAR LATERAL PIPE A-T o TO SPRINKLERS VALVE VALVE 7 SCH. 80 PVC NIPPLE: LENGTH AS REQUIRED 12" DEPTH OF COARSE GRAVEL BRICK SUPPORT (T- EA. CORNER) SOH. 40 PVC PVC MAINLINE 4' TIN. FITTING RASE M a5M NOTE: ALL 'WIRES TO BE INSTALLED AS PER LOCAL CODES. NO 'IN -LINE' WIRE SPLICES ALLOWED. vc X ADAPTOR TAPE AND BUNDLE WIRES EVERY 20 FEET. PROVIDE EXPANSION COILS AT EACH VALVE - MAPPING PVc PIPE WIRE AROUND 1/2' PIPE 15 TIMES. ALL THREADED CONNECTIONS SHALL BE MADE W11H TEFLON TAPE. BALL VALVE DRIP REMOTE CONTROL VALVE NTS u re QUICK COUPLER FINISH GRADE 6' URB OR EDGE (TYP.) 2 0 LOCKABLE SCH. 80 PVC NIPPLE TXT VALVE BOX LENGTH AS REQUIRED 2- STAINLESS SCH. 40 PVC COUPLING TXT STEEL WORM- SCH. 80 PVC NIPPLE TAT GEAR CLAMPS 00 SCH. 40 PVC ELBOW TXT ,°rte 2 -SCH. 40 PVC 90° STREET ELLS 1/2" DIAMETER STEEL SCH. 40 PVC ROD - 30' LENGTH MAINLINE FITTING SCH. BO PVC NIP. QUICK COUPLER VALVE NTS STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT JET B.GLANDER ZLL ENS EXPIRES ON 02 -06 -2013 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 Bandy loam topsoil (approved by the Landscape Architect) in areas shown and at depths indicated for crowning and berming of landscape areas, and buckfill of retaining walls (if required), Dotted lines indicate 1' contour intervals. All 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 dawn areas shall be 1/2" below tops of adjacent curbs and pavement. Structural fill areas: Any landscape areas occurring within structural fill zones shall have said structural fill materials excavated to a depth of 12" below finish grades in shrub areas and 6" below grade in lawn 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 Stock. 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 incOTorated adjacent and parallel to paving, curb and sidewalk, a minimum of 15 linear feet (7.5' on either side of trunk), 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 (257) 476 -9530 or approved equal. 9. Soil amendment for soil preparation and planting bockfll shall be a screened 5/8" minus nitrified wood residual compost equal to: A. "Top Grade Compost" 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, Maple Valley, WA (877) 764 -5748. C. PREPARI compost as available from Randles Sand and Grovel, 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 dolomite lime (in lawn areas only), 150 Ibs. /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 6 " -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 Gross Varieties 60% Turf -Type Perennial Rye Grass Varieties 20% Bluegrass 40% Turf -Type Fescue 20% Hard Fescue 12. Seed and sod shall tae 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 /1000 s.f. and include 10 Ibs. /1000 s.f. of United Horticulture 15 -5 -10 fertilizer in all lawn areas. 13. All trees in lawn areas shall be planted in a 3' diameter circle of bed mulch. 14. Backfll mix for all plants (except Rhododendrons & Azaleas) shall be a blend of 1/3 existing site soil, 113 coarse sand, and 1/3 soil amendment specified in No. 8. Backfll mix for Rhododendrons and Azaleas shall consist of 2/3 above specified backfll 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 Gallons: 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: All trees: 4 -21 gram tablets, all shrubs (except t 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. I& Apply a granular pre= emergent herbicide to all shrub and groundcover beds at the conclusion of the maintenance period. Do not use Casaron or Norosac Brands. 19. All work shall be performed to the satisfaction of the Landscape Architect /Owner. 20. All plants shall be guaranteed for one full year from date of project acceptance. All 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 ore 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 lawns once per week. B. Remove all weeds over 1" in height. C. Replace dead or unhealthy plants. D. Ensure proper £Unction of irrigation system. E. Ensure adequate moisture is delivered to all landscape beds including non - irrigated areas. F. Fertilize ail lowne at conclusion of maintenance period. IRRIGATION SPECIFICATIONS 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 all mainlines within the project limits. 3. Pipe sizes are constont 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. B. No in -line wire splices allowed. Supply valve 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 mode using Teflon tape wrapped at least three times around pipe threads. 11. All gate and electric valves 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 shall be backfilled with clean topsoil, free of all lumber, rubbish and rocks over I' 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 said equipment. All equipment installations, electrical and plumbing connections shall be in conformance with all applicable codes and ordinances, these specifications, and the manufacturers recommendations whether indicated on the drawings or not. 15. Contractor de in his bid one Fall winterization shall include damage and one Spring activation t irrigation system. These activities shall comply included as art f orientation procedures. An o Owner arse damn a e the irrigation system or p P Y 9 9 ys the landscape as a result of failure to comply with these requirements shall 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 shiall be inspected and tested by a certified backfiow device inspector. Provide Owner with one copy of approval certificate. 0 C O O C � O > N O W1 I� U Z o `} Q Z Z 0 � 5 J `W N� b8 w LCy Q � a d S U) J M4 Q a Y�i a F LJJW tC-�1 O a �A 9� 46 W ii-z , ad as V) W sheet o L -5 z of 5