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20140164 Civil Redline #1 08212014r^ N d N z a 0 N T o� b� e N YYYa. 3 c/ m� 3� OWNER: PARCEL: 45170000300 OWNER: OLYMPIA FEDERAL SAVINGS PO BOX 1338 OLYMPIA, WA 98507 SITE ADDRESS: 907 YELM AVE YELM, WA 98597 ZONING: C -1 (VILLAGE RETAIL) CONSULTANTS: CIVIL SCJ ALLIANCE 8730 TALLON LN NE SUITE 200 LACEY, WA 98516 PH: (360) 352 -1465 FX: (360) 352 -1509 CONTACT: JIM E. GIBSON, PE SURVEYOR: LARSON AND ASSOCIATES, INC. 4401 S 66TH ST TACOMA, WA 98409 PH: (253) 474 -3404 FX: (253) 472 -7358 CONTACT: ROBERT SWIFT, PLS 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: 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 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 TELEPHONE: FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE: COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 LEGAL DESCRIPTION BINDING SITE PLAN EAGLE PLAZA BSP LT 3 DOCUMENT 4212931 ; AND A PROPORTIONATE UNDIVIDED OWNERSHIP INTEREST IN THE COMMIX) AREA, TRACT A. CONDITIONS OF APPROVAL: TO BE ISSUED AT LAND USE APPROVAL CALL BEFORE YOU DIG (811) 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, T1 7N, R1 E, WM OLYMPIA FEDERAL SAVINGS CONSTRUCTION PLANS YELM, WA ` APO p. z\ I I O \ 0 \ M N,, 3 40' 0 40' 80' SCALE: 1 ° =40' Scale FEET o o v �q 41£ �,� SITE so' �P QP 1� 1 BERRY VALLEY RD S 5� �1\ Y � ICJ BASIS OF BEARING: HELD BEARING SYSTEM OF BINOIING SITE PLAN NO. BSP -08- 0347 -`YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VICINITY MAP NITS SHEETINDEX N SHEET NO. DRAWING N0. I DESCRIPTION 1 CVI I COVER SHEET 2 EC1 ITESC PLAN 3 EC2 I TESC DETAILS 4 SP1 HORIZONTAL CONTROL & PAVING PLAN 5 GD1 GRADING AND DRAINAGE PLAN 6 GD2 NOTES AND DETAILS 7 UT1 UTILITY PLAN B UT2 UTILITY PLAN NOTES AND DETAILS 9 UT3 URUTY NOTES AND DETAILS VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT Na.1252 ELEVATION = 347.206 UN 18 201; APPROVED BY: Date: Uevdnpmcu[Servirze Engineer APPROVAL EXPIRES: • N W0 Z zo U N 0 LLI W � °n Z U z QW I ao 0 3m WI En W Z 5�z U Q } L1 V) z N N m Z a o o z� o , U U a rr^^ o w • was l� Q� o0 Z � y � W y, kFCt Si ERE G1=� St�NAI EN 16118/2014 cNeN: JEG AN eY LGS 20ID BY: JEG 611812014 N.. �- 995.02 MNG nl Nu 995.02 CV1.dwg MNG Nu CV1 :T Na I OF 9 ri m N Z ~ � 0 LLI O W J = Q z in W LL, U Q } L1 J O was l� Q� o0 Z � y � W y, kFCt Si ERE G1=� St�NAI EN 16118/2014 cNeN: JEG AN eY LGS 20ID BY: JEG 611812014 N.. �- 995.02 MNG nl Nu 995.02 CV1.dwg MNG Nu CV1 :T Na I OF 9 ri m x S 0 1= Ei V b N a O ut x o� >s g ti$ i Y KI O U .a 3 3� OWNER: PARCEL: 45170000300 OWNER: OLYMPIA FEDERAL SAVINGS PO BOX 1338 OLYMPIA, WA 98507 SITE ADDRESS: 907 YELM AVE YELM, WA 98597 ZONING: C -1 (VILLAGE RETAIL) CONSULTANTS: CIVIL SCJ ALLIANCE 8730 TALLON LN NE SUITE 200 LACEY, WA 98516 PH: (360) 352 -1465 FX: (360) 352 -1509 CONTACT: JIM E. GIBSON, PE SURVEYOR: LARSON AND ASSOCIATES, INC. 4401 S 66TH ST TACOMA, WA 98409 PH: (253) 474 -3404 FX: (253) 472 -7358 CONTACT: ROBERT SWIFT, PLS 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: 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 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY — PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 TELEPHONE FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YAM, WA 98597 CABLE: COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 SEC 24, T17N, R1 E, WM OLYMPIA FEDERAL SAVINGS CONSTRUCTION PLANS YELM, WA °+ o v . asp ,\ Y �i 40' 0 40' 80' LEGAL DESCRIPTION SCALE: 1 " =40' Scale FEET N BINDING SITE PLAN EAGLE PLAZA BSP LT 3 DOCUMENT 4212931 ; AND A PROPORTIONATE UNDIVIDED OWNERSHIP INTEREST IN THE COMMON AREA, TRACT A. CONDITIONS OF APPROVAL: TO BE ISSUED AT LAND USE APPROVAL CALL BEFORE YOU DIG (811) 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. �9 SITE h ~� QP 1 BERRY VALLEY RD h~ ��4 �q'F �P /ICJ N BASIS OF BEARING: HELD BEARING SYSTEM OF BINIDING SITE PLAN NO. BSP-08- 0347 —YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VICINITY MAP NTS SHEET INDEX SHEET NO. DRAWING NO. DESCRIPTION 1 CVI COVER SHEET 2 EC1 TESC PLAN 3 EC2 TESC DETAILS 4 SP1 HORIZONTAL CONTROL & PAVING PLAN r 5 GD1 GRADING AND DRAINAGE PLAN 6 GD2 NOTES AND DETAILS 7 UT1 UTILITY PLAN 8 UTZ UTILITY PLAN NOTES AND DETAILS 9 UT3 UTILITY NOTES AND DETAILS 0-s" 11.1 O C) Z Ui O z m° ILUrpI Z � z0, z N I N Qg 300 ' W = J Q w M (n z x z a Lu lu � z I L L- g m �0 ZO OJ m U V a rn ~ Ln 0 BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 BY: Q evclopmcnt Si Cngi�c r APPROVAL EXPIRES: Date: 0-s" - JEG C) Z /ill DRANK Br. G9 ~ N O W -'� -, W = J Q � z (n OC x Lu W � O L L- m U ¢ > °RAVING FllE Na a 995.02 CV1.dwg BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 BY: Q evclopmcnt Si Cngi�c r APPROVAL EXPIRES: Date: DRANING Na CV1 s M N. 1 9 0-s" - JEG /ill DRANK Br. G9 -- APPROVED Br. -'� -, JEG SCANNED 1 e c" DA'- 611812014 AUG 1;12014 x» No VERTICAL DATUM: APPROVED FOR CONSTRUCTION 995°2 °RAVING FllE Na NGVD 1929 BENCH MARK: 995.02 CV1.dwg BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 BY: Q evclopmcnt Si Cngi�c r APPROVAL EXPIRES: Date: DRANING Na CV1 s M N. 1 9 w F5 F5 d i Y3 s 26 Y O N N oA2 >a � �F3 o� 8� i a �n �6g 3 �� -w llos � ..... ..... .._ . _ ..._ SEC 24, T1 7N, R1 E, WM ill - - - - - - - � :� - - - - - - - - - � - -- i S, z _y I / o I J'� i \ 11 PROPERTY LINE II 2 — — — — cj — 0 -0 -0— Q t CONSTRUCTION FENCING ElINLET 9' – – – – – – – – – – SAWCUT 0O Z _ - ... z I: \ \ a Q' Ed 0 \ \ 1=T ,gi 'f � € VA `A�) VA �• i in A t vA vN 1 I a � fl f _y I / o I J'� i \ 11 CALL BEFORE YOU DIG (811) 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. 347,206 PROPERTY LINE i 2 — — — — cj — 0 -0 -0— r — X —X —X— CONSTRUCTION FENCING ElINLET 9' – – – – – – – – – – SAWCUT 0O Z _ - ... z I: \ N Q a Q' Ed 0 \ \ 1=T a L'� � € L'k 1 I a � fl f o z Q0 ° U U el ~ V/ 0 I M \ a v vv ell I i I j ...a , ..__ _ _. i I I _ �1 • € T CALL BEFORE YOU DIG (811) 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. 347,206 . > °.. ........ ... . pe a ^ "R ft \ FF: 347.0 COMM RM E FF: 347.0 i v v ........... _ - b ........... 0 3 I yc u�3 r ( b I 1 �� �.�. ms��ursa �aac• vv w. oo o�� �o voa so ' NOON OoON ommm \N n mmil x PROPERTY LINE i 2 — — — — cj — 0 -0 -0— r — X —X —X— CONSTRUCTION FENCING ElINLET 9' – – – – – – – – – – SAWCUT 0O Z U z Q _' N Q a Q' Ed 0 j s 1=T � € a � Q M f o z Q0 ° U U el ~ V/ 0 M \ a v vv ell ...a , ..__ _ _. . > °.. ........ ... . pe a ^ "R ft \ FF: 347.0 COMM RM E FF: 347.0 i v v ........... _ - b ........... 0 3 I yc u�3 r ( b I 1 �� �.�. ms��ursa �aac• vv w. oo o�� �o voa so ' NOON OoON ommm \N n mmil x +1 o Ix BASIS OF BEARING: HELD BEARING SYSTEM OF BIMDING SITE PLAN NO. BSP -013-0347 YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 I I 0 20 40 SCALE IN FEET . r ^r.II_ PROPERTY LINE i 2 — — — — cj — 0 -0 -0— r — X —X —X— CONSTRUCTION FENCING ElINLET PROTECTION – – – – – – – – – – SAWCUT 0O Z U z Q _' N Q a Q' Ed 0 j s 1=T � € Q M f o z Q0 ° U U el ~ V/ 0 M a �1 V pv I E vhc o- AV.. r� 3 i _I P ..4u . �. w 3 +1 o Ix BASIS OF BEARING: HELD BEARING SYSTEM OF BIMDING SITE PLAN NO. BSP -013-0347 YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 I I 0 20 40 SCALE IN FEET . r ^r.II_ PROPERTY LINE "- - °- - --- -­­- 2 — — — — cj — 0 -0 -0— SILT FENCE — X —X —X— CONSTRUCTION FENCING ElINLET PROTECTION – – – – – – – – – – SAWCUT 0O Z U z Q _' N Q Q' Ed 0 j s 1=T +1 o Ix BASIS OF BEARING: HELD BEARING SYSTEM OF BIMDING SITE PLAN NO. BSP -013-0347 YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 I I 0 20 40 SCALE IN FEET . r ^r.II_ TESC CONSTRUCTION NOTES: 1. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. 2. CONTRACTOR TO INSTALL ORANGE CONSTRUCTION FENCING AT EDGE OF SIDEWALK ON NORTH, WEST AND EAST PROPERTY LINES. 3. ALL EXISTING UTILITIES SHALL BE LOCATED AND PROTECTED IN PLACE. IT IS CONTRACTOR'S RESPONSIBILITY TO BE AWARE OF ALL UTILITIES. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING OMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION k SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT AS REQUIRED. 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. B. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: Development Scrviecs Engineer APPROVAL EXPIRES: PROPERTY LINE "- - °- - --- -­­- EXISTING CONTOUR — — — — PROPOSED CONTOUR — 0 -0 -0— SILT FENCE — X —X —X— CONSTRUCTION FENCING ElINLET PROTECTION – – – – – – – – – – SAWCUT TESC CONSTRUCTION NOTES: 1. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. 2. CONTRACTOR TO INSTALL ORANGE CONSTRUCTION FENCING AT EDGE OF SIDEWALK ON NORTH, WEST AND EAST PROPERTY LINES. 3. ALL EXISTING UTILITIES SHALL BE LOCATED AND PROTECTED IN PLACE. IT IS CONTRACTOR'S RESPONSIBILITY TO BE AWARE OF ALL UTILITIES. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING OMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION k SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT AS REQUIRED. 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. B. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: Development Scrviecs Engineer APPROVAL EXPIRES: z 0_ U W F_ U) (7 z z 0 z_ x W co o Lu LL_ Q Lu O_ J JEG BT. LCS YID BY JEG 611812014 995,G2 iG ML No: 995.02 EC1,dwg IG N. EC1 No 2 O ■ 0 W N w U W 0O Z U z Q N Q Q' Ed 0 �1 �0 Q M f o z Q0 ° U U ~ V/ 0 M a z 0_ U W F_ U) (7 z z 0 z_ x W co o Lu LL_ Q Lu O_ J JEG BT. LCS YID BY JEG 611812014 995,G2 iG ML No: 995.02 EC1,dwg IG N. EC1 No 2 O ■ 0 U N i i i F fr T5 0 N x i q� G a a 0 I E hN N Y1 o$ i �3 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 WARE 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 WRE 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 WRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WRED 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 WRE 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 WRE MESH WITH 1/2 -INCH OPENINGS. 3. PILE STONE AGAINST THE WRE MESH TO THE TOP OF THE BLOCKS. USE 3/4-TO 3 -INCH GRAVEL. 4. PLACE WRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WTH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS PLACE FILTER FABRIC OVER WRE MESH. 5. PLACE 3/4 -INCH GRAVEL OVER THE WRE 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 1B 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 LBS/LINEAR 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 WRE 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 6" QUARRY SPALLS AND MAY BE TOP- DRESSED WITH 1" TO 3' ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE 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. 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 IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION TO SILTS TO OFIF -SITE PROPERTIES. 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL IINLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE. B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO STABILIZED ENTRANCE DETAIL. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS /EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL 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. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. 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 (OCTOBER 1 THROUGH APRIL 30 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. 8. THE CITY OF YEILM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12 THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE= FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT: A. NO MOIRE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEtiMS, 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 SLOPE'S. 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BIE 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 WTHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAY$, SEC 24, T1 7N, R1 E, WM GRATE c FRAME ` OVERFLOW BYPASS _VPROPYLENE I 1ESH, AND SHALL BE DV RESISTj NT, ORANGE COLOR 1' -0 "MIN EEPER FOR STABLE SOIL) T \ - - - -IF - 3 u \- \ IBURY BOTTOM OF FILTER � Uz `- MATERIAL IN 4'X4' MIN SEDIMENT AND DEBRIS TRENCH 4 "x4" MIN TRENCH, PROVIDE Z 2 3/4' TO 1 -1/2' WASHED Q 6' -0" MAX ROCK OR NATIVE BACKFILL a SPACING MAY BE INCREASED TO 8' IF 2 "X2" WOOD POSTS, STEEL FILTERED WRE BACKING IS USED FENCE WATER CROSS SECTION `E NOT TO SCALE GRATE D N RETRIEVAL SYSTEM Z v OVERFLOW BYPASS GEOTEXTILE CB FILTER, PER am MANUFACTURERS SPECIFICATIONS V) o ISOMETRIC VIEW Z `° O m NOT TO SCALE U FRIII BMP SCJ ALLIANCE DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON 12009 C220 DATE STORM DRAIN INLET PROTECTION w/ CB FILTERS 0512013 STAPLE TOP TIE SELF - LOCKING TIE - NYLON 616 (MIN. GRADE), STEEL T -BAR POST F 504 MIN TENSILE STRENGTH, DV STABILIZED 2.2 WOOD POST FENCING MATERIAL FENCING MATERIAL QD 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 WARE 2'x2 "x14 Go WRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 0 iV c HIGH DENSITI POLYETHYLENE OR _VPROPYLENE I 1ESH, AND SHALL BE DV RESISTj NT, ORANGE COLOR 1' -0 "MIN EEPER FOR STABLE SOIL) T \ - - - -IF FENCING MATERIAL QD 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 WARE 2'x2 "x14 Go WRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 0 iV REFERENCE SCJ ALLIANCE STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON/2009 DATE` oM201I3 SILT FENCE SELF - LOCKING TIE - NYLON 616 (MIN. GRADE), 50# MIN. TENSILE STRENGTH, UV (STABILIZED _0• 2ENVIRONMENTALLY 2• SENSITIVE AREA BOUNDARY 2.2 WOOD OR STEEL T -BAR POST gk F\.. p�\ F BMP C233 1. Post shall have sufficient strength and durability to support the fence through the life of the project. CONSTRUCTION FENCING NTS aw rW PROTECTED '�' AREA 'N` Wm T \ - - - -IF - u \- \ IBURY BOTTOM OF FILTER Uz `- MATERIAL IN 4'X4' MIN TRENCH 4 "x4" MIN TRENCH, PROVIDE Z 2 3/4' TO 1 -1/2' WASHED Q 6' -0" MAX ROCK OR NATIVE BACKFILL POST SPACING MAY BE INCREASED TO 8' IF 2 "X2" WOOD POSTS, STEEL WRE BACKING IS USED FENCE POSTS, OR EQUIVALENT REFERENCE SCJ ALLIANCE STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON/2009 DATE` oM201I3 SILT FENCE SELF - LOCKING TIE - NYLON 616 (MIN. GRADE), 50# MIN. TENSILE STRENGTH, UV (STABILIZED _0• 2ENVIRONMENTALLY 2• SENSITIVE AREA BOUNDARY 2.2 WOOD OR STEEL T -BAR POST gk F\.. p�\ F BMP C233 1. Post shall have sufficient strength and durability to support the fence through the life of the project. CONSTRUCTION FENCING NTS aw rLL WORK AREA APPROVED FOR CONSTRUCTION BY: Datc: _ Devclopmcnt Scrviucs Nngineer APPROVAL EXPIRES: rW PROTECTED '�' AREA 'N` Wm rLL WORK AREA APPROVED FOR CONSTRUCTION BY: Datc: _ Devclopmcnt Scrviucs Nngineer APPROVAL EXPIRES: CO J Q H W U Cn 1W r U) CD Z Q J C W 0 W L�i/ � ^l LL J 0 Z! 0 KD z_ x w JEG LCS APPROVED BY: JEG DATE: 6118/2014 JOB No: 995.02 DRAMNG FILE N.: 995.02 EC2.dwg j EC2 3 OF 9 Wm Uz W °Ln Z 2 =N Q a aoi w 3mo D N Z v N am V) o U Z `° O m U U a a W 0 n w CO J Q H W U Cn 1W r U) CD Z Q J C W 0 W L�i/ � ^l LL J 0 Z! 0 KD z_ x w JEG LCS APPROVED BY: JEG DATE: 6118/2014 JOB No: 995.02 DRAMNG FILE N.: 995.02 EC2.dwg j EC2 3 OF 9 y 0 t= a F i w 0 9 a m 5� b� �F3 E � N i[] d� °sue �p 3� CONSTRUCTION NOTES ❑ 11 +26.88, 215.77 L. RADIUS POINT (RP) ❑ 11 +38.20, 210.73 L, 29.68' RP ❑ 10 +53.65, 240.72' L RP ® 10 +48.00, 210.63' L, RP 5❑ 10 +97.32, 193.26' L, 1.25' RP © 11 +01.33, 179.76' L, 1.25' RP 7❑ 11 +19.99, 193.28' L 0.5' RP © 11 +24.00, 179.79' L, 0.5' RP 0 11 +15.82, 194.53' L ANGLE POINT (AP) 10 11+15.82, 192.03' L AP [01 11 +19.83, 181.03' L AP 12 11 +19.84, 178.53' L AP 13 11 +46.07, 198.39' L, 21.83' RP 14 10 +99.31, 194.51' L 27.00' RP 15 10 +46.24, 160.26' L, 3.22' RP 16 10 +42.73, 141.23' L, 44.31' RP 17 10 +43.14, 124.04' L, 8.00' RP 18 10 +51.17, 99.02' L, AP 19 10 +78.17, 99.05' L, AP ©0 10 +83.15, 114.05' L 5' RP 21 10 +84.09, 119.25' L, AP F 10 +91.34, 121.54' 4 AP 0 10 +93.85, 109.84' L. AP ® 10 +86.12, 148.67' L, 6.00' RP ©5 10 +55.69, 174.08' L. AP 26 10 +85.08, 161.44' L, AP ©7 11 +01.84, 167.01' 4 BUILDING CORNER ©8 11 +43.18, 167.06' L BUILDING CORNER 29 11 +59.85, 161.07' L BUILDING CORNER ©O 11 +69.24, 132.14' L 86.12' RP 31 11 +59.92, 89.07' L BUILDING CORNER 0 11 +43.26, 89.06' L BUILDING CORNER 0 11 +29.60, 79.06' L AP SIDEWALK ® 11 +52.28, 69.07' L AP ©5 11 +24.95, 62.04' L BUILDING CORNER 36 10 +70.95, 61.98' L BUILDING CORNER 37 10 +63.82, 92.48' L. AP 38 10 +57.50, 68.32' L. 1/2 D 39 10 +55.48, 43.42' L. MATCH EXISTING WALK 40 11 +29.60, 43.49' L CALL BEFORE YOU DIG (811) THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. STA:11 +82.68, 245.19' L N: 596045.1007 E: 1111517.4141 a 40' EX ASPHALT DRIVE AISLE i .. SEC 24, T17N, R1E, WM YELM AVE W (SR 510) R d TA: 12 +20.00, 0.00' N: ¢95919.7694 8 E:1111731.4249 _ Q + q + N h� CORNER ENHANCEMENT TO BE zF i SUBMITTED W/ LANDSCAPE - 5 "'', \ CONSTRUCTION PLANS , 10 LANDSCAPE BUFFS `V � �� m,.� Q, CONSTRUCTION NOTES: z 1. CONSTRUCT ASPHALT PAVING Z W PER DETAIL ON SHEET. GD2 w 2. CONSTRUCT CEMENT CONCRETE SIDEWALK m U PER DETAIL ON SHEET. GD2 Y. 3. CONSTRUCT CONCRETE BARRIER CURB c Z PER DETAIL ON SHEET. GD2 30' EX ASPHALT L CONSTRUCT ADA PARKING STALL AND MARKINGS. SEE DETAILS ON DRIVE AISLE GD2. Q 5. u DRAWINGS FOR D o � 1 \\\\ \ \o FOR DETAILS AND SPECIFICATIONS. z' 7. CONSTRUCT CONCRETE PLANTER BED WALL i \t AND SPECIFICATIONS FOR DETAILS AND SPECIFICATIONS. B. INSTALL CONCRETE PEDESTRIAN CROSS WALK FROM END BANK J SIDEWALK TO ADA PARKING ACCESS. SEE DETAIL ON EET 9. INSTALL DIRECTIONAL PARKING LOT ARROWS. g m /uo�e>�r�iJ 3 o \� U U a 4 C/) F N w STA:11 +82.68, 245.19' L N: 596045.1007 E: 1111517.4141 a 40' EX ASPHALT DRIVE AISLE i .. SEC 24, T17N, R1E, WM YELM AVE W (SR 510) R d TA: 12 +20.00, 0.00' N: ¢95919.7694 8 E:1111731.4249 _ Q + q + N h� CORNER ENHANCEMENT TO BE zF i SUBMITTED W/ LANDSCAPE - 5 "'', \ CONSTRUCTION PLANS , 10 LANDSCAPE BUFFS `V � �� m,.� Q, CONSTRUCTION NOTES: z 1. CONSTRUCT ASPHALT PAVING Z W PER DETAIL ON SHEET. GD2 w 2. CONSTRUCT CEMENT CONCRETE SIDEWALK m U PER DETAIL ON SHEET. GD2 Z �" 3. CONSTRUCT CONCRETE BARRIER CURB Lu Z PER DETAIL ON SHEET. GD2 Z 4. CONSTRUCT ADA PARKING STALL AND MARKINGS. SEE DETAILS ON aa� GD2. Q 5. u DRAWINGS FOR D o � 1 \\\\ \ \o FOR DETAILS AND SPECIFICATIONS. z' 7. CONSTRUCT CONCRETE PLANTER BED WALL i Z °a AND SPECIFICATIONS FOR DETAILS AND SPECIFICATIONS. B. INSTALL CONCRETE PEDESTRIAN CROSS WALK STA:11 +82.68, 245.19' L N: 596045.1007 E: 1111517.4141 a 40' EX ASPHALT DRIVE AISLE i .. SEC 24, T17N, R1E, WM YELM AVE W (SR 510) R d TA: 12 +20.00, 0.00' N: ¢95919.7694 8 E:1111731.4249 _ Q + q + N h� CORNER ENHANCEMENT TO BE zF i SUBMITTED W/ LANDSCAPE - 5 "'', \ CONSTRUCTION PLANS , 10 LANDSCAPE BUFFS `V � �� m,.� Q, 5TA:10 +00.00, 0.00' N: 595748.8183 E: 1111592.9483 0 20 40 SCALE IN FEET LEGEND: ASPHALT PAVEMENT CONCRETE PAVEMENT BARRIER CURB ADA PARKING STALL xx CONSTRUCTION NOTES: z 1. CONSTRUCT ASPHALT PAVING Z W PER DETAIL ON SHEET. GD2 w 2. CONSTRUCT CEMENT CONCRETE SIDEWALK m U PER DETAIL ON SHEET. GD2 Z �" 3. CONSTRUCT CONCRETE BARRIER CURB Lu Z PER DETAIL ON SHEET. GD2 Z 4. CONSTRUCT ADA PARKING STALL AND MARKINGS. SEE DETAILS ON aa� GD2. Q 5. CONSTRUCT BUILDING. SEE SEPARATE ARCHITECTURAL DRAWINGS FOR D o DETAILS AND SPECIFICATIONS. 6. \\\\ \ \o FOR DETAILS AND SPECIFICATIONS. z' 7. CONSTRUCT CONCRETE PLANTER BED WALL i Z °a AND SPECIFICATIONS FOR DETAILS AND SPECIFICATIONS. B. INSTALL CONCRETE PEDESTRIAN CROSS WALK FROM END BANK J SIDEWALK TO ADA PARKING ACCESS. SEE DETAIL ON EET 9. INSTALL DIRECTIONAL PARKING LOT ARROWS. g m /uo�e>�r�iJ N o Lu U U a 4 C/) F j 0 OO co i. O o 5TA:10 +00.00, 0.00' N: 595748.8183 E: 1111592.9483 0 20 40 SCALE IN FEET LEGEND: ASPHALT PAVEMENT CONCRETE PAVEMENT BARRIER CURB ADA PARKING STALL xx CONSTRUCTION NOTES: z 1. CONSTRUCT ASPHALT PAVING Z W PER DETAIL ON SHEET. GD2 w 2. CONSTRUCT CEMENT CONCRETE SIDEWALK m U PER DETAIL ON SHEET. GD2 Z �" 3. CONSTRUCT CONCRETE BARRIER CURB Lu Z PER DETAIL ON SHEET. GD2 Z 4. CONSTRUCT ADA PARKING STALL AND MARKINGS. SEE DETAILS ON aa� GD2. Q 5. CONSTRUCT BUILDING. SEE SEPARATE ARCHITECTURAL DRAWINGS FOR D o DETAILS AND SPECIFICATIONS. 6. CONSTRUCT CONCRETE LANDSCAPING WALL. SEE SEPARATE PLANS FOR DETAILS AND SPECIFICATIONS. z' 7. CONSTRUCT CONCRETE PLANTER BED WALL SEE SEPARATE PLANS Z °a AND SPECIFICATIONS FOR DETAILS AND SPECIFICATIONS. B. INSTALL CONCRETE PEDESTRIAN CROSS WALK FROM END BANK J SIDEWALK TO ADA PARKING ACCESS. SEE DETAIL ON EET 9. INSTALL DIRECTIONAL PARKING LOT ARROWS. g m /uo�e>�r�iJ o n6( I 71 CD LCS z APPROYYD BY: Z W DAIS: w 6118/2014 023 m U V) Z �" APPROVED FOR CONSTRUCTION W Lu Z p Z Q aa� C-) Q J d w D o Z > u u J o 1V 1,111 J z' a a F Z °a 1 J J Z Z g m 0 o O U U a I F 0 OO I 71 CD LCS z APPROYYD BY: Z DAIS: d 6118/2014 023 JOB Nu 1 995.02 O APPROVED FOR CONSTRUCTION LY Lu 995.02 SP1.dwg p Z Lu LL- C-) Q J d Z O J o 1V O 2 w a z O z x w Y G� MAL � ' U 4L �OW j, \ WA, r �1A 9]010 2 /1 YY��yjy� (�- S Fctsl Sap° GA C�` ONAL EP 611812014 JEG BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -00-0347= YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 LCS APPROYYD BY: JEG DAIS: 6118/2014 JOB Nu 995.02 APPROVED FOR CONSTRUCTION DRAMN9 FU Na 995.02 SP1.dwg BY: Date. DRAWNG N. �r�r�„P,n���s�rvlc�,EAe�D�� _ SP1 APPROVAL EXPIRES: SHE No: 4 of N l^ F 3 s a d 0 € K+ E N h o� i s`Lq mLq 3s CONSTRUCTION NOTES ❑ 11 +26.88, 215.77 L, RADIUS POINT (RP) 21 11 +38.20, 210.73 L, 29.68' RP ❑ 10 +53.65, 240.72' L, RP ® 10 +48.00, 210.63' L, RP 0 10 +97.32, 193.26' L, 1.25' RP © 11 +01.33, 179.76' L, 1.25' RP 70 11 +19.99, 193.28' L, 0.5' RP ® 11 +24.00, 179.79' L, 0.5' RP 0 11 +15.82, 194.53' L, ANGLE POINT (AP) 10 11 +15.82, 192.03' L, AP 11 11 +19.83, 181.03' L, AP 12 11 +19.84, 178.53' L, AP 13 11 +46.07, 198.39' L, 21.83' RP 14 10 +99.31, 194.51' L, 27.00' RP 15 10 +46.24, 160.26' L, 3.22' RP 16 10 +42.73, 141.23' L, 44.31' RP 17 10 +43.14, 124.04' L, 8.00' RP 18 10 +51.17, 99.02' L, AP 19 10 +78.17, 99.05' L, AP ©0 10 +83.15, 114.05' L, 5' RP 21 10 +84.09, 119.25' L, AP 0 10 +91.34, 121.54' L, AP 23 10 +93.85, 109.84' L, AP ® 10 +86.12, 148.67' L, 6.00' RP ©5 10 +55.69, 174.08' L, AP 26 10 +85.08, 161.44' L, AP ©7 11 +01.84, 167.01' 4 BUILDING CORNER ® 11 +43.18, 167.06' L, BUILDING CORNER 29 11 +59.85, 161.07' L, BUILDING CORNER ©O 11 +69.24, 132.14' L, 86.12' RP 31 11 +59.92, 89.07' L, BUILDING CORNER 0 11 +43.26, 89.06' L, BUILDING CORNER 0 11 +29.60, 79.06' L, AP SIDEWALK ® 11 +52.28, 69.07' L, AP ©5 11 +24.95, 62.04' 4 BUILDING CORNER 36 10 +70.95, 61.98' L, BUILDING CORNER ©7 10 +63.82, 92.48' L, AP ® 10 +57.50, 68.32' L, 1/2 D 39 10 +55.48, 43.42' L. MATCH EXISTING WALK R0 11 +29.60, 43.49' L CALL BEFORE YOU DIG (811) 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, T1 7N, R1 E, WM YELM AVE W (SR 510) STA:11 +82.66, 245.19' L N: 596045.1007 E: 1111517.4141 �. . '. � o \ r_ Z 30' EX ASPHALT DRIVE AISILE o N ' w 'e 101 S� Lw .Oi ......_.... ® - 3 v, zz ken 40' EX ASPHALT ? DRIVE AISLE Ll , i J' 30' EX ASPHALT DRIVE AISLE I u L STA:12 +20.00, 0.00' N:y95919.7694 a a E: 1111731.4249 N N� � a a ,o0 4 _ � o + N R CORNER ENHANCEMENT TO BE x SUBMITTED W/ LANDSCAPE ONSTRUCRON PLANS ..� `. ... il.� 00 i W £ , J ^ \I E i( I i y Cf7 m; Q .h Oi Q H BUFF,` -_R E � I a ITA:10 +00.00, 0.00' °o N: 595748.8183 E :1111592.9483 BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP- 08- 0347-YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 0 20 40 SCALE IN FEET i FnFnin. j ASPHALT PAVEMENT 0 CONCRETE PAVEMENT BARRIER CURB 1]6- ADA PARKING STALL XX CONSTRUCTION NOTES: 1. CONSTRUCT ASPHALT PAVING PER DETAIL ON SHEET. GD2 2. CONSTRUCT CEMENT CONCRETE SIDEWALK PER DETAIL ON SHEET. GD2 3. CONSTRUCT CONCRETE [3ARRIER CURB PER DETAIL ON SHEET. 2 4. CONSTRUCT ADA PARKING STALL AND MARKINGS. SEE DETAILS ON GD2. 5. CONSTRUCT BUILDING. SEE SEPARATE ARCHITECTURAL DRAWINGS FOR DETAILS AND SPECIFICATIONS. 6. CONSTRUCT CONCRETE LANDSCAPING WALL. SEE SEPARATE PLANS FOR DETAILS AND SPECIFICATIONS. 7. CONSTRUCT CONCRETE PLANTER BED WALL. SEE SEPARATE PLANS AND SPECIFICATIONS FOR DETAILS AND SPECIFICATIONS. 8. INSTALL CONCRETE PEDESTRIAN CROSS WALK FROM END OF BANK SIDEWALK TO ADA PARKING ACCESS. SEE DETAIL ON SHEET 9. INSTALL DIRECTIONAL PARKING LOT ARROWS. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: Dcvclapmcnt Servfws E�giuw� APPROVAL EXPIRES: ii 7 C7 N m Wm � Z z U O Z Wi LI ov°� z J l CD z Q >; m Z w O 0 ILL. M V J ^Q LL } Z O 7 I V N Z v Q M of Z o O ZM o� U° 0 Ui n m ii 7 C7 N Z � Z O J CD z O W co Z L 0 ILL. g J ^Q LL } Z O O I V of O JEG LCS APPROVED Br. JEG DAIS 611812014 OB Na 995.02 DRAINO FU N. 995.02 SPi.dwg SP1 4 aF 9 NoW w", psi . . . . . _-- SEC 24, T1 7N, R1 E, WM &,RASi "UN Ty w - - - - - - ---- - — - — - — - — - — - — - — - — - — - — YELM AVE W (SR 510) ..................... . . . . . . . . . . . . . ........... ........... ................ .... . .... .......... .......... m g J4 . ...... . .... ......... ...... .......... .......... i L I I A� p t g 0, L A % 77 p 'F v 26.,0, 4 - ® - - -- 137.10, ... ..... ..... ........ ..... - - - -- -- - - ----- -- ----- .16. .. ... ...... . .. ...... .... IF N5012328.60"W" �3411 - — — — — — — — — ... .. ... .... - 75 347 RD RD ek 3�46811 CALL BEFORE YOU DIG (811) 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. MATCH EX MATCH EX X45.7 34&1 ;H EX 344.0 341 BANK FF: 347.0 460 LF 6" PVC ROOF DRAIN. CONNECT '-TG'EXISTING 6' AT PROPERTY LINE. VERIFY INVERT PRIOR TO CONSTRUCTION & INSTALL AT 2% MIN. SLOPE. CONTACT ENGINEER IF MODIFICATION IS NECESSARY. 11 , t MATCH EX 344.3 I I 346.21 JFG DRAW —BY LCS —Sr W APPROVED 2s S3 Lu -FA—M (D < 346.72� z 4700 V) o APPROVED FOR CONSTRUCTION —EFRAMNG z —FUN. > sm < cn I I oi SHEET N. 5 A" 3S0 < V) 81 (D < 44 346.64 346.5 MATCH, EX zu < 10 c:) Z < LL U) 61 Z z < -0 3 Z 0 u 0 346.67 -30.4 ........... C) > Cn . . ............ E Nuuns w RD CALL BEFORE YOU DIG (811) 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. MATCH EX MATCH EX X45.7 34&1 ;H EX 344.0 341 BANK FF: 347.0 460 LF 6" PVC ROOF DRAIN. CONNECT '-TG'EXISTING 6' AT PROPERTY LINE. VERIFY INVERT PRIOR TO CONSTRUCTION & INSTALL AT 2% MIN. SLOPE. CONTACT ENGINEER IF MODIFICATION IS NECESSARY. 11 , t MATCH EX 344.3 I I 346.21 FF: 347.0 COMM RM FF: 347.0 m0 Ci MN, 345 3443 A !S 344:26 — — — — — —345 MATCH EX 200.34' 344.0 II BASIS OF BEARING: HELD BEARING SYSTEM OF BINDINIG SITE PLAN NO. BSP-00-0347-YL-, RECORDED UNDER AUDITOR'S FILE NO, 4212931 0 20 40 SCALE IN FEET I rr% r k I n. 340.01 FINISHED GRADE SPOT EL .......... EXISTING CONTOUR PROPOSED CONTOUR RD 6" PVC ROOF DOWNSPOUT SYSTEM • ROOF DRAIN 0 B" CLEANOUT STORMWATER NOTES: Inc ArrKuVLU LAULt rLALA 51OHMWATER SYSTEM WAS DESIGNED TO ACCOMMODATE ALL STORMWATER RUNOFF FROM THE EAGLE PLAZA DEVELOPMENT. THIS PROJECT WILL SHEET FLOW ITS IMPERVIOUS ASPHALT AREA TO EXISTING CO'S. ROOF DRAINAGE NOTES: THE PROPOSED ROOF DOWNSPOUTS SHALL BE CONNECTED TO AN EXISTING CATCHBASIN LOCATED TO THE WEST OF THE PAD WITH THE DRIVE AISLE. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT@ THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 JFG DRAW —BY LCS —Sr W APPROVED 2s S3 Lu -FA—M (D < < z 4700 V) o APPROVED FOR CONSTRUCTION —EFRAMNG z —FUN. > sm < cn I I oi SHEET N. 5 A" 3S0 < V) 81 (D < 44 346.64 346.5 MATCH, EX zu < 10 c:) Z < LL U) 61 Z z < -0 3 Z 0 u 0 346.67 -30.4 C) > Cn LEASE FF: 347.0 COMM RM FF: 347.0 m0 Ci MN, 345 3443 A !S 344:26 — — — — — —345 MATCH EX 200.34' 344.0 II BASIS OF BEARING: HELD BEARING SYSTEM OF BINDINIG SITE PLAN NO. BSP-00-0347-YL-, RECORDED UNDER AUDITOR'S FILE NO, 4212931 0 20 40 SCALE IN FEET I rr% r k I n. 340.01 FINISHED GRADE SPOT EL .......... EXISTING CONTOUR PROPOSED CONTOUR RD 6" PVC ROOF DOWNSPOUT SYSTEM • ROOF DRAIN 0 B" CLEANOUT STORMWATER NOTES: Inc ArrKuVLU LAULt rLALA 51OHMWATER SYSTEM WAS DESIGNED TO ACCOMMODATE ALL STORMWATER RUNOFF FROM THE EAGLE PLAZA DEVELOPMENT. THIS PROJECT WILL SHEET FLOW ITS IMPERVIOUS ASPHALT AREA TO EXISTING CO'S. ROOF DRAINAGE NOTES: THE PROPOSED ROOF DOWNSPOUTS SHALL BE CONNECTED TO AN EXISTING CATCHBASIN LOCATED TO THE WEST OF THE PAD WITH THE DRIVE AISLE. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT@ THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 Pi JFG DRAW —BY LCS —Sr W APPROVED Lu -FA—M (D < < z 0 V) o APPROVED FOR CONSTRUCTION —EFRAMNG z —FUN. > sm < cn I I oi SHEET N. 5 W 3S0 < V) (D < zu < 10 c:) Z < 61 Z z < -0 o Z 0 u 0 Pi I JFG DRAW —BY LCS —Sr APPROVED Lu -FA—M (D < < OB N.: cf) 0 APPROVED FOR CONSTRUCTION —EFRAMNG —FUN. ED cn Lu co SHEET N. 5 < LLI LL. (D < c:) I JFG DRAW —BY LCS —Sr APPROVED JEG -FA—M 6)18/2014 OB N.: 995.02 APPROVED FOR CONSTRUCTION —EFRAMNG —FUN. 995.02 GD1 dwg BY: Development sc�Gjimw Date: APPROVAL EXPIRES: DRAWNG N.: GD1 SHEET N. 5 I coo 0 0 z i F U ZpN U N�I Q5 N K a S O Sig K �a E � Y N N o co i °s6g �g 3� SEC 24, T1 7N, R1 E, WM V '4)$° c V STS., RM, VA 13-rz _ — X / — - - - - - - -- ---- - - - - -� � - - YELM AVE W (SR 510) - - -- 0 20' C1� J 346.61 Ll I I W 7.00 ry�gs I •__• 1.7 ,rya Q lk y .. _. 346.81 346.5 Q Q z BANK .` �I N36 FF: 347.0 346.67 3464 VN N¢ 5 DP 9 ui 460 LF 6" PVC ROOF DRAIN. CONNECT TO EXISTING u 8 AT PROPERTY LINE. aVERWI INVERT PRIOR TO C7 g CONSTRUCTION k INSTALL AT 2% MIN. SLOPE. cn � CONTACT ENGINEER IF MODIFICATION IS NECESSARY. 4Z L.L °e FF: 347.0 , p�346.21 K '84 COMM RM 'N% 'N% FF:347.0 35a65t85 146.16 34s.ot 346s0 3 i\ 'WxAn x346.71 ._ -3: 5�163 _ CD o n a p N `v � q zz 345.77; \ I 20' CALL BEFORE YOU DIG (811) 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. 0 MATCH EX- 344.8 I Ag • �F4.. � r a .-- ,e. _ ». ;� ... e�.,.�..... _. —£x R' # �s�. � A: \ ��c roe. ew .v C1� J 346.61 Ll I I W 7.00 ry�gs I •__• 1.7 ,rya Q CALL BEFORE YOU DIG (811) 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. 0 MATCH EX- 344.8 I Ag • �F4.. � r a .-- ,e. _ ». ;� ... e�.,.�..... _. —£x R' # �s�. � A: \ ��c roe. ew .v — — — — 345J l E \-MATCH EX 200.34' 344.0 MATCH EX 344.3 I I I 0 20 40 SCALE IN FEET yy LEGEND: 1 rc 340.0-/ FINISHED GRADE SPOT EL a O \\ ----------- EXISTING CONTOUR e r MATCH, EX — — PROPOSED CONTOUR W 34'� 9 = ' RD 6" PVC ROOF DOWNSPOUT SYSTEM W' • ROOF DRAIN o CO yI Q t. E a 6" CLEANOUT z z F� O 3 Q ao� u g STORMWATER NOTES: _j a THE APPROVED EAGLE PLAZA STORMWATER I SYSTEM WAS DESIGNED TO ACCOMMODATE ALL I z \ ; STORMWATER RUNOFF FROM THE EAGLE PLAZA z N \� �� DEVELOPMENT. THIS PROJECT PALL SHEET FLOW , g a m ITS IMPERVIOUS ASPHALT AREA TO EXISTING CB'S. © o ROOF DRAINAGE NOTES: .3 in m E � 44.3 THE PROPOSED ROOF DOWNSPOUTS SHALL BE oD ; 8 CONNECTED TO AN EXIS7ING CATCHBASIN LOCATED �-MHI TO THE WEST OF THE PAD WITH THE DRIVE AISLE. 341.3 € 'L34426 i G' z , � e i BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP- 06- 0347 -YL. RECORDED UNDER AUDITOR'S: FILE NO. 4212931 VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 0 Q C1� J 346.61 Ll APPROVED BY: W 7.00 ry�gs •__• 1.7 ,rya Q cl) O .. _. 346.81 346.5 Q Q z BANK - 3s FF: 347.0 346.67 3464 VN N¢ 5 DP 9 ui 460 LF 6" PVC ROOF DRAIN. CONNECT TO EXISTING u 8 AT PROPERTY LINE. aVERWI INVERT PRIOR TO C7 g CONSTRUCTION k INSTALL AT 2% MIN. SLOPE. cn � CONTACT ENGINEER IF MODIFICATION IS NECESSARY. 4Z L.L °e FF: 347.0 , p�346.21 K '84 COMM RM 'N% 'N% FF:347.0 35a65t85 146.16 34s.ot 346s0 3 RD 'WxAn x346.71 ._ -3: 5�163 _ — — — — 345J l E \-MATCH EX 200.34' 344.0 MATCH EX 344.3 I I I 0 20 40 SCALE IN FEET yy LEGEND: 1 rc 340.0-/ FINISHED GRADE SPOT EL a O \\ ----------- EXISTING CONTOUR e r MATCH, EX — — PROPOSED CONTOUR W 34'� 9 = ' RD 6" PVC ROOF DOWNSPOUT SYSTEM W' • ROOF DRAIN o CO yI Q t. E a 6" CLEANOUT z z F� O 3 Q ao� u g STORMWATER NOTES: _j a THE APPROVED EAGLE PLAZA STORMWATER I SYSTEM WAS DESIGNED TO ACCOMMODATE ALL I z \ ; STORMWATER RUNOFF FROM THE EAGLE PLAZA z N \� �� DEVELOPMENT. THIS PROJECT PALL SHEET FLOW , g a m ITS IMPERVIOUS ASPHALT AREA TO EXISTING CB'S. © o ROOF DRAINAGE NOTES: .3 in m E � 44.3 THE PROPOSED ROOF DOWNSPOUTS SHALL BE oD ; 8 CONNECTED TO AN EXIS7ING CATCHBASIN LOCATED �-MHI TO THE WEST OF THE PAD WITH THE DRIVE AISLE. 341.3 € 'L34426 i G' z , � e i BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP- 06- 0347 -YL. RECORDED UNDER AUDITOR'S: FILE NO. 4212931 VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 0 Q C1� J LCS Ll APPROVED BY: W DAIS 6118/2014 Q cl) O Z APPROVED FOR CONSTRUCTION CD Q Q z LY ev Dclopmenl Semcee NnEineci 0 APPROVAL EXPIRES: U) VN N¢ 5 DP 9 ui Q u C7 ¢ LLJ > cn � 4Z L.L JEG DRANK BT. LCS APPROVED BY: JEG DAIS 6118/2014 N B No 995,02 APPROVED FOR CONSTRUCTION DRANING FILE No: 995.02 GD1.dwg BY: Date: DRAWNG No: ev Dclopmenl Semcee NnEineci GD1 APPROVAL EXPIRES: VN N¢ 5 DP 9 N 0 i s V �i 50 a x YS s a 0 e� yE a S r$ NV1 b� i oL9 mL9 �3 PEOPEPTY LINE CONAPACT MARK NG PROPERTY LIN F-JNTED HORSESHOE MARKING W -E;:I. S oPsA n TF, Wl EEL STSPS �%,9 ,` ✓ i% V `" PROPER -Y + LINE —+. 2'. _+ +ill+- ,QIIIRJ PROPERTY " - LINE �Y. INTERNA ZONAL SYMBOL ACCESS SGN 4' -o AHOVk CRACE HANDICAP MARKING W-IE -L S RPS , V1 HIT METAL CR PLASTIC TRAFFIC MARKIN(' CALL BEFORE YOU DIG (811) 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. I SEC 24, T1 7N, R1 E, WM I k =TRg: (.Y =31d ll 1 Ifs pv Y/- T,;; P t _RM ANP, FFBR.,RA u[. 4 f 'T ii E^, O SLLJ f f 1181' ! +tDISK t FDA R C E,RnN OJ )'iS `.'i1 x .,,AIR YN t. m U 0 Y m SIDEWALK U 0 U LL I MONOLITHIC CURB NTS ) �Y '_ �- iF `R1 E'_' P4 -hU SEE DETAIL ABOVE FOR DIMENSIONS SEE SEPARATE SECTION FOR ASPHALT SURFACE DEPTHS AGGREGATE BASE COURSE COMPACTED TO 90% MAX. DENSITY 15 5 _ 5' — EDGE AROUND EACH PANEL BROOM FINISH EvPANSIDN .,�. I-ElIANSIO•, JOINT ..STORE MARY W Je TIT PLANTER STFHF AS REEL) CURB & CUTTER SIDEWALK PLANTED ST41P MIN ASA NE3.) —2% R 1 TOP, 4" MIN, NOTES: 1, EXPANSION JOINT MATERIAL TO BE 3/8' THICK PEMU DED JOINT FILLER FULL THICKNESS OF CONCRETE. 2 FORD AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. J. SCURF MARKS SHALL BE C/8" WIDE BY }1/4" DEEP. FOR SIDEWALKS OVER , IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MAD_ ALGNG CENTER OF 1VALC 4, EXPANSION JOINTS SHALL 3E wSTALI -D IN CUI<B AND GLTTER AND IN SIDEWALK Af Pb AND AT AT ALL CHUM RETURNS EXPANSION JOINTS SHALL 6'E PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CUPB AND GLTTER WHEN ADEIALK IS ADJACENT TO CURB AND GLTTEC UNLESS 0TH__RWISS DIRECTED BY ENGINEER. '11.6iENT CKI`JCRETE PPP ED UBLI' WORKS D'JJG. N_. -1 i 1 ALL SIGNS SHALL COMPLY NTH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ", LOCAL CODES AND AS SPECIFIED. 2 "X2 "X188" STEEL TUBE - PROVIDE WELDED WATERTIGHT CAP. NOTE: FOR SIGNS PLACED IN SIDEWALK ADJACENT TO BUILDING, USE BREAK AWAY CHANNEL POSTS. BUILDING CONTRACTOR TO SET LOWER PORTION OF POST DURING SIDEWALK CONSTRUCTION; SITE CONTRACTOR TO INSTALL SIGN POST (SEE DETAIL) USE 6" DIA PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED W/ 2 COATS OF TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK 3500 P.S.I. - P.C. CONCRETE NOTE: SIGN POST TO BE SET BACK 2' MIN. FROM BACK OF CURB AND /OR BACK OF SIDEWALK. PARKING LOT SURFACE NTS 5/16" 0 STANDARD GALVANIZED OR ZINC PLATED SQUARE OR HEX BOLT WTH NUT (TYP X 2). BREAK AWAY CHANNEL POST 12" X 9" ACCESSIBLE PARKING STALL SIGN NOT TO SCALEF 12" RESERVED PARKING VAN PHALT THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES R7 -8 PENALTY SIGN WTH WORDING AS REQUIRED BY STATE APPROVED FOR CONSTRUCTION BY: Date: M,dl pmwtRc,i Enginc r APPROVAL EXPIRES: _. 1 m `y Q ti Ww W JQ o m UZ LC LL z o u a " Z U_ LU Q H = N N Q i a O 0 a J N wLLw V 1111 J Z < a mm) m� U6 Z a m Z o 0 0 SEC 24, T1 7N, R1 E, WM I k =TRg: (.Y =31d ll 1 Ifs pv Y/- T,;; P t _RM ANP, FFBR.,RA u[. 4 f 'T ii E^, O SLLJ f f 1181' ! +tDISK t FDA R C E,RnN OJ )'iS `.'i1 x .,,AIR YN t. m U 0 Y m SIDEWALK U 0 U LL I MONOLITHIC CURB NTS ) �Y '_ �- iF `R1 E'_' P4 -hU SEE DETAIL ABOVE FOR DIMENSIONS SEE SEPARATE SECTION FOR ASPHALT SURFACE DEPTHS AGGREGATE BASE COURSE COMPACTED TO 90% MAX. DENSITY 15 5 _ 5' — EDGE AROUND EACH PANEL BROOM FINISH EvPANSIDN .,�. I-ElIANSIO•, JOINT ..STORE MARY W Je TIT PLANTER STFHF AS REEL) CURB & CUTTER SIDEWALK PLANTED ST41P MIN ASA NE3.) —2% R 1 TOP, 4" MIN, NOTES: 1, EXPANSION JOINT MATERIAL TO BE 3/8' THICK PEMU DED JOINT FILLER FULL THICKNESS OF CONCRETE. 2 FORD AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. J. SCURF MARKS SHALL BE C/8" WIDE BY }1/4" DEEP. FOR SIDEWALKS OVER , IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MAD_ ALGNG CENTER OF 1VALC 4, EXPANSION JOINTS SHALL 3E wSTALI -D IN CUI<B AND GLTTER AND IN SIDEWALK Af Pb AND AT AT ALL CHUM RETURNS EXPANSION JOINTS SHALL 6'E PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CUPB AND GLTTER WHEN ADEIALK IS ADJACENT TO CURB AND GLTTEC UNLESS 0TH__RWISS DIRECTED BY ENGINEER. '11.6iENT CKI`JCRETE PPP ED UBLI' WORKS D'JJG. N_. -1 i 1 ALL SIGNS SHALL COMPLY NTH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ", LOCAL CODES AND AS SPECIFIED. 2 "X2 "X188" STEEL TUBE - PROVIDE WELDED WATERTIGHT CAP. NOTE: FOR SIGNS PLACED IN SIDEWALK ADJACENT TO BUILDING, USE BREAK AWAY CHANNEL POSTS. BUILDING CONTRACTOR TO SET LOWER PORTION OF POST DURING SIDEWALK CONSTRUCTION; SITE CONTRACTOR TO INSTALL SIGN POST (SEE DETAIL) USE 6" DIA PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED W/ 2 COATS OF TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK 3500 P.S.I. - P.C. CONCRETE NOTE: SIGN POST TO BE SET BACK 2' MIN. FROM BACK OF CURB AND /OR BACK OF SIDEWALK. PARKING LOT SURFACE NTS 5/16" 0 STANDARD GALVANIZED OR ZINC PLATED SQUARE OR HEX BOLT WTH NUT (TYP X 2). BREAK AWAY CHANNEL POST 12" X 9" ACCESSIBLE PARKING STALL SIGN NOT TO SCALEF 12" RESERVED PARKING VAN PHALT THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES R7 -8 PENALTY SIGN WTH WORDING AS REQUIRED BY STATE APPROVED FOR CONSTRUCTION BY: Date: M,dl pmwtRc,i Enginc r APPROVAL EXPIRES: _. T 1 m `y Q ti Ww W JQ o m UZ LC LL z o u a " Z U_ LU Q H = N N Q a O 0 u J N wLLw V 1111 J Z < a mm) m� U6 Z a m Z o 0 0 U 0 0 in 0 m w T z O CD C7 z_ x W JEG LCS APPROY BY: JEG DAIS: 611 8/2014 OB No: 995.02 DRAWNG FILE N. 995.02 GD2.dwg GD2 6 oP 9 Z_ J `y Q W JQ o 2f LC LL z o Eli U_ LU Q H O Z z O CD C7 z_ x W JEG LCS APPROY BY: JEG DAIS: 611 8/2014 OB No: 995.02 DRAWNG FILE N. 995.02 GD2.dwg GD2 6 oP 9 0 N 0 3 i a F5 WN Q i 0 N :h R� x� N„ o$ Y �S S. 3� PREPEP.T7 LINE WILLED C sT es COMPACT MARKNG F'ROF'ERT LINE 0 iL PROPPRT" LINE" - I PAINTED HCR.CESHOE MAPI{ING WPEL S -OPS—A H AFTER -Y _..E ­26 �.. VVVE—INTERNA -IOW1L 3tiMDDI CF ACCESS S 'J 4' -E' APOVF C?ACE HANDICAP MARKING W$fL S-OPS�l METAL OR PLASCIC TRAFFIC MARKITIC_: SEC 24, T1 7N, R1 E, WM I �t PLANTER STRIP LAS BEN) CURB A CUTTER E #=NSION JOINT '�Z SCORE MARK IDEWAIK PLANTEP STRIP _ F' MIN (AS REJN) EDGE AROUND EATN PANEL -BROOM FINISH EXPANSION JOINT NOTES L EXPANSION J I IT MATERIAL TO BE d/8 THICK FREMO- DED JOINT FILER JI L HICKNESS OF CONCRETE 2 FORD, AND SUNe4AW INSPFC ➢9N REQUIRED BEFORE POUENI ACN RETi. > SCORE NARKS SHALL BE WIDE. BY L1/4" DEEP. FOR SIDE WALKS OVER d IN ✓'rla, A LONGHUDINAL SCORE MARK EHLl BE MAR` A[ :N.] CENTFP OF OAF K, 4 E >P%NSION JIF-S SHAFT BE INSIALL D IN CURB AND (;LTIFR AND IN SIDES ALK al PC AND PT AT ALL CURB REILWNS EK"ANSION JOINTS S /FILL BE III ACED IN. SIDEWA K AT SANE LOCATIONS -, THOSE IN CUBE AND NUTTED WHEN SDE5ALR IS APjPCLJT TO GUFB ONE CYCLER UNLESS ©TYERWS_ DIRECTED BY ENCINFER. C' E'Al ENT C�,l 0i'I, FETE .DL) �� ALK APPROVED DWG. N0. 'UELIC WORKS DIRECTOR DATE 4 -11 RED DWN. GKD. DATE fr�0 S� 1'0/3/4 2 CSTC 3' CLASS 'B' 6' BALLAST OR A WELL GRADED PIT RUN MATERIAL MAY BE SUBSTITUTED. SUBSTITUTION APPROVAL SHALL BE ONLY APPROVED BY THE OWNER OR OWNER'S ONSITE REPRESENTATIVE. PARKING LOT SURFACE (ASPHALT NTS 0� t E k Tit i t t .a'. `K 5 A, t JUJ i i I U N Z m z i �o ? Q a y N � m o o � V J � �M WLLz F- a F D Jn m OEP 1, Jm °o E 1 !� ° .... ... 0 2 pm R � ) �� : , T M - 1 IF %Ei _ „"Rd AML s J RA .APE, 1 t F JI RED F .F IRE h �. �. @:; —r RS4. C.t.Yt6v. Dom. �q•. •• ,. •t+ K�ti a O. . : I .a t'i^ 4 _.. _.��6 _ 77?.,� �5;.._s .YID, ;UAE" ? L a c3 1 ....._.. 'r � , l r' o & I �t PLANTER STRIP LAS BEN) CURB A CUTTER E #=NSION JOINT '�Z SCORE MARK IDEWAIK PLANTEP STRIP _ F' MIN (AS REJN) EDGE AROUND EATN PANEL -BROOM FINISH EXPANSION JOINT NOTES L EXPANSION J I IT MATERIAL TO BE d/8 THICK FREMO- DED JOINT FILER JI L HICKNESS OF CONCRETE 2 FORD, AND SUNe4AW INSPFC ➢9N REQUIRED BEFORE POUENI ACN RETi. > SCORE NARKS SHALL BE WIDE. BY L1/4" DEEP. FOR SIDE WALKS OVER d IN ✓'rla, A LONGHUDINAL SCORE MARK EHLl BE MAR` A[ :N.] CENTFP OF OAF K, 4 E >P%NSION JIF-S SHAFT BE INSIALL D IN CURB AND (;LTIFR AND IN SIDES ALK al PC AND PT AT ALL CURB REILWNS EK"ANSION JOINTS S /FILL BE III ACED IN. SIDEWA K AT SANE LOCATIONS -, THOSE IN CUBE AND NUTTED WHEN SDE5ALR IS APjPCLJT TO GUFB ONE CYCLER UNLESS ©TYERWS_ DIRECTED BY ENCINFER. C' E'Al ENT C�,l 0i'I, FETE .DL) �� ALK APPROVED DWG. N0. 'UELIC WORKS DIRECTOR DATE 4 -11 RED DWN. GKD. DATE fr�0 S� 1'0/3/4 2 CSTC 3' CLASS 'B' 6' BALLAST OR A WELL GRADED PIT RUN MATERIAL MAY BE SUBSTITUTED. SUBSTITUTION APPROVAL SHALL BE ONLY APPROVED BY THE OWNER OR OWNER'S ONSITE REPRESENTATIVE. PARKING LOT SURFACE (ASPHALT NTS 0� t E k Tit i t t .a'. `K 5 A, t JUJ i i I U N Z m z . �o ? Q a y N � m o o � V J � �M WLLz F- a F D Jn m OEP 1, Jm °o E 1 !� ° .... ... 0 2 pm UU � Eh,� �� : , T M - %Ei _ „"Rd AML s J RA .APE, 1 t F JI RED F .F IRE h �. �. @:; —r RS4. C.t.Yt6v. Dom. �q•. •• ,. •t+ K�ti a O. . P, `..,,A .4 :'N.ffkg. .a t'i^ ilt., ^(:R DATE _ I �t PLANTER STRIP LAS BEN) CURB A CUTTER E #=NSION JOINT '�Z SCORE MARK IDEWAIK PLANTEP STRIP _ F' MIN (AS REJN) EDGE AROUND EATN PANEL -BROOM FINISH EXPANSION JOINT NOTES L EXPANSION J I IT MATERIAL TO BE d/8 THICK FREMO- DED JOINT FILER JI L HICKNESS OF CONCRETE 2 FORD, AND SUNe4AW INSPFC ➢9N REQUIRED BEFORE POUENI ACN RETi. > SCORE NARKS SHALL BE WIDE. BY L1/4" DEEP. FOR SIDE WALKS OVER d IN ✓'rla, A LONGHUDINAL SCORE MARK EHLl BE MAR` A[ :N.] CENTFP OF OAF K, 4 E >P%NSION JIF-S SHAFT BE INSIALL D IN CURB AND (;LTIFR AND IN SIDES ALK al PC AND PT AT ALL CURB REILWNS EK"ANSION JOINTS S /FILL BE III ACED IN. SIDEWA K AT SANE LOCATIONS -, THOSE IN CUBE AND NUTTED WHEN SDE5ALR IS APjPCLJT TO GUFB ONE CYCLER UNLESS ©TYERWS_ DIRECTED BY ENCINFER. C' E'Al ENT C�,l 0i'I, FETE .DL) �� ALK APPROVED DWG. N0. 'UELIC WORKS DIRECTOR DATE 4 -11 RED DWN. GKD. DATE fr�0 S� 1'0/3/4 2 CSTC 3' CLASS 'B' 6' BALLAST OR A WELL GRADED PIT RUN MATERIAL MAY BE SUBSTITUTED. SUBSTITUTION APPROVAL SHALL BE ONLY APPROVED BY THE OWNER OR OWNER'S ONSITE REPRESENTATIVE. PARKING LOT SURFACE (ASPHALT NTS U) ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF C) TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL J OF UNIFORM TRAFFIC CONTROL DENCES ", LOCAL CODES AND ¢ ZO AS SPECIFIED. 12" LU J CD p z RESERVED Z U-1 (¢ m 2'X2'X1BB" STEEL TUBE— PARKING ¢ Lu E3 v PROVIDE WELDED WATERTIGHT CAP. THIS SIGN TYPICAL AT ILL.- � g o NOTE: m ALL ACCESSIBLE PARKING Q w FOR SIGNS PLACED IN SIDEWALK ADJACENT TO BUILDING, SPACES O d. Y a a USE BREAK AWAY CHANNEL POSTS. CONCRETE m LL SEE DETAIL ABOVE BUILDING CONTRACTOR TO SET LOWER PORTION OF POST VAN R7 -6 Z I ACCESSIBLE SIDEWALK FOR DIMENSIONS DURING SIDEWALK CONSTRUCTION; SITE CONTRACTOR TO JO INSTALL SIGN POST (SEE DETAIL). 0 I J . USE 6" DIA PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED W/ 2 COATS OF 12" X 9• PENALTY SIGN WITH WORDING SEE SEPARATE SECTION TRAFFIC YELLOW ONLY WHEN SIGN 15 IN rI AS REQUIRED BY STATE T� \ \� SIDEWALK FOR ASPHALT SURFACE PAVED AREA OR I N sEa� \ \ \ \ DEPTHS PAVING _ F�0 � of was c WAI I� 5/1fi' 6 STANDARD " z �\ \ / / \ / / \ \ / / \ / / \ / / \ //\ \ \; I SIQUAREI OR HEX 2BOITPWITHD / / 3500 P.S.I. �? f 42o1D � % AGGREGATE BASE COURSE P.C. CONCRETE •f.• 2� NUT (TYP X 2). S`SI c A n��VS` \� \ \� \\� \ \� \ \� COMPACTED TO 90%MAX oNAL 61161201 / DENSITY o�.aaER: NOTE: SIGN POST TO BE SET BACK 2' MIN. — FROM BACK OF CURB AND /OR BACK Of JEG BREAK AWAY oRawN er: MONOLITHIC CURB SIDEWALK. CHANNEL POST LCS NTS APPRDV 9Y: JEG j ACCESSIBLE PARKING STALL SIGN DAB 61212014 NOT TO SCALE N. CALL BEFORE YOU DIG (811) 995.02 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION APPROVED FOR CONSTRUCTION DRANNG MU No: AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 995, 02 GD2.dwg VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING BY DatC: DRAPING No: THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF DevB, T,eTlSeTv,cn T&n , GD2 48 HOURS PRIOR TO ANY EXCAVATION. APPROVAL EXPIRES: SHEET Na fi 9 Wm U N Z m z W U �o ? Q a y N � m o o � V J � �M WLLz F- a F D Jn m z Jm °o 0 2 pm UU � �a M W U) ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF C) TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL J OF UNIFORM TRAFFIC CONTROL DENCES ", LOCAL CODES AND ¢ ZO AS SPECIFIED. 12" LU J CD p z RESERVED Z U-1 (¢ m 2'X2'X1BB" STEEL TUBE— PARKING ¢ Lu E3 v PROVIDE WELDED WATERTIGHT CAP. THIS SIGN TYPICAL AT ILL.- � g o NOTE: m ALL ACCESSIBLE PARKING Q w FOR SIGNS PLACED IN SIDEWALK ADJACENT TO BUILDING, SPACES O d. Y a a USE BREAK AWAY CHANNEL POSTS. CONCRETE m LL SEE DETAIL ABOVE BUILDING CONTRACTOR TO SET LOWER PORTION OF POST VAN R7 -6 Z I ACCESSIBLE SIDEWALK FOR DIMENSIONS DURING SIDEWALK CONSTRUCTION; SITE CONTRACTOR TO JO INSTALL SIGN POST (SEE DETAIL). 0 I J . USE 6" DIA PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED W/ 2 COATS OF 12" X 9• PENALTY SIGN WITH WORDING SEE SEPARATE SECTION TRAFFIC YELLOW ONLY WHEN SIGN 15 IN rI AS REQUIRED BY STATE T� \ \� SIDEWALK FOR ASPHALT SURFACE PAVED AREA OR I N sEa� \ \ \ \ DEPTHS PAVING _ F�0 � of was c WAI I� 5/1fi' 6 STANDARD " z �\ \ / / \ / / \ \ / / \ / / \ / / \ //\ \ \; I SIQUAREI OR HEX 2BOITPWITHD / / 3500 P.S.I. �? f 42o1D � % AGGREGATE BASE COURSE P.C. CONCRETE •f.• 2� NUT (TYP X 2). S`SI c A n��VS` \� \ \� \\� \ \� \ \� COMPACTED TO 90%MAX oNAL 61161201 / DENSITY o�.aaER: NOTE: SIGN POST TO BE SET BACK 2' MIN. — FROM BACK OF CURB AND /OR BACK Of JEG BREAK AWAY oRawN er: MONOLITHIC CURB SIDEWALK. CHANNEL POST LCS NTS APPRDV 9Y: JEG j ACCESSIBLE PARKING STALL SIGN DAB 61212014 NOT TO SCALE N. CALL BEFORE YOU DIG (811) 995.02 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION APPROVED FOR CONSTRUCTION DRANNG MU No: AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 995, 02 GD2.dwg VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING BY DatC: DRAPING No: THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF DevB, T,eTlSeTv,cn T&n , GD2 48 HOURS PRIOR TO ANY EXCAVATION. APPROVAL EXPIRES: SHEET Na fi 9 0 i a b KU F d f3 s a >8 i E E � s� N h o� i R� m� �3 3 z SEC 24, T1 7N, R1 E, WM Sv Q0 WATER LEGEND: a e .....\C aS v?i? > \ „��:: >.a ..2`m',s "sw w WATER UNE - - -- - --- -- - - - - -- -_ - 4- FIRE HYDRANT YELM AVE W (SR 510) ,Y{ TEE THRUST BLOCKING - GATE VALVE vmoo. . ..... ..... _... ..... m >.,,v.. v ._ _- - d ._ _ __ ..... _... ..... ...__., .._.._.. ._.._. --------- .. .... _ \ \o \� \\\\ 6 0 WATER METER V 7 a Aq E \ E 0 20 40 " "' "' -Ay ecv DCV�RPBA \ \ - \ \- " SCALE IN FEET \ UTILITY EASEMEN '� , \ \\ >\ \ c _ ............ ..... ......,. .'23286 \. 2 X150 . 0 "W _ �v . _ y� .v �v SEWER LEGEND: 5 .. 5. '�� _.vAv \ i STEP TANK v \V A �Y ` 3...vvv............vvv vvvvvv............vvvvvvv...v.. �� •,� o STEP CONTROL PANEL 8 GRAVITY CLEANOUT 0kk \ e. -:\ \� "..... 7 4 \ \ \"'} T ... . \ p ss STEP SERVICE LINE 0 v vApAv,vc ��• `• a .' 6 HOSE BIB [ 10 { - - - - PUMP CONTROL CONDUIT 4 PROPOSED BUILDING vvvvv °v w . AAA "NO FIRE SPRINKLER" g o :1v i d STEP TANK SIZING CALCULATIONS: PROPOSED STEP TANK SIZE IS 8,000 GALLONS. A POWER \ t \ n •R' z \I ` \ I ,E • o DISCONNECT SWITCH AND GENERATOR CONNECTION SHALL BE g \ :, ,; PROVIDED AT SAME LOCATION AS CONTROL PANEL. ?: jai.. &T`: \• .._ ^'�.", \\._ _ 3 2 No DRY UTILITY NOTES 2 I .. i \ ••o. xr \ 1. CONTRACTOR TO CONNECT NATURAL GAS TO PROPOSED METER. SEE MECHANICAL PLANS FOR LOCATION AND SIZE. m"( -\ \ I U o \� \ \� \ �` " "` °` ": "`D "� I \ - k I -�v ?,\ • 2. CONTRACTOR TO PROVIDE ELECTRICAL POWER TO PROPOSED ELECTRICAL m r 10 UTIFITYEASEMENT METER. SEE ELECTRICAL PLANS FOR LOCATION AND SIZE. o \ ��\ WATER CONSTRUCTION NOTES: pp & \ 1. RELOCATE AND EXTEND EXISTING WATER METER SERVICE UNE TO A NEW LOCATION OUTSIDE OF ASPHALT PAVEMENT AREAS. 11 +59.69, 234.65 L 200.34' INSTALL NEW 3/4" IRRIGATION METER AND SETTER. SEE DETAIL L E SHOWN ON SHEET UT2. 2. INSTALL AND EXTEND WATER METER SERVICE FROM EXISTING r t a TAPPING LOCATION TO NEW WATER METER LOCATION. I 3. 11 +57.53, 236.40' L INSTALL DOUBLE CHECK VALVE ASSEMBLY. SEE DETAIL ON - SHEET UT2. o 4. 11 +64.82, 141.08' L ? 3 v + CONTRACTOR TO UVE TAP EX WATER MAIN TO INSTALL NEW 1" f i DOMESTIC WATER METER AND SETTER. i O I i\ }} ` \� 5 INSTALL 4 LF OF 1 WATER SERVICE � t � ; CE UNE _E [ 6. 11 +69.87. 140.02' L INSTALL 1 -3/4" DOMESTIC WATER METER AND SETTER. SEE I I DETAIL ON SHEET UT2 m - .. .. _.... 7. 11+69.89, 138.15' L INSTALL 1-3/4" REDUCED PRESSURE BACK FLOW ASSEMBLY [ AND PROTECTIVE ENCLOSURE (IE: HOTBOX) CONTRACTOR TO E COORDINATE WITH ELECTRICAL CONTRACTOR IF POWER IS a c. ^ NEEDED FOR HOTBOX HEATER. 8. INSTALL 8 LF OF 1" WATER SERVICE LINE II` ,M,n 20D qZ k 11 Si aL 50A." L)l I ulu CALL BEFORE YOU DIG (811) 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 UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. XX SEWER CONSTRUCTION NOTES 1. 10 +918.68, 231.08' L CONTRACTOR TO FIELD LOCATE EXISTING SIDE SEWER FROM STEP TANK; AND EXTEND TO NEW BUILDING.. IF INVERT ELEVATION DOES NOT ALLOW SIDE SEWER TO BE INSTALLED WITH A MIN OF 2% OF SLOPE FROM THE BUIILDING TO THE CONNECTION, CONTRACTOR SHALL CONTACT ENGINEER. 2. INSTALL 14 LF 4" PVC SIDE SEWER PIPE 3. 10 +919,04, 217.45' L INSTALL GRAVITY SANITARY SEWER CLEANOUT. SEE DETAIL ON SHEET UT3. 4. INSTALL BO LF 4" PVC SIDE SEWER PIPE 5. 11 +57,30, 164.70' L INSTALL GRAVITY SANITARY SEWER CLEANOUT. SEE DETAIL ON SHEET UT3. 6. INSTALL 6 LF 4" PVC SIDE SEWER PIPE 7. CONNECT SIDE SEWER TO THE BUILDING AND COORDINATE NTH PLUMBING PLAN FOR EXACT LOCATION OF CONNECTION. E. INSTALL A HOSE BIB ON THE NORTHWEST CORNER OF THE BUILDING FOR MAINTENANCE OF THE STEP SEWER TANK. COORDINATE WITH PLUMBING PLANS FOR FINAL LOCATION. 9. 11 +58.90, 162.10' L INSTALL STEP SEWER CONTROL PANEL FOR EXISTING STEP SEWER TANK. SEE DETAILS ON SHEET UT2. VERIFY THE LOCATION IS NOT ADJACENT TO AN INHABITAIED SPACE. 10. 11 +26.56, 240.93' L CONTRACTOR TO FIELD LOCATE EXISTING PUMP CONTROL CONDUIT FROM EXSITING STEP TANK. CONNECT AND EXTEND 100 LF OF NEW PUMP CONTROL CONDUIT TO CONTROL PANEL LOCATED ON THE BUILDING. 11. 11 +14.53, 263.10' L INSTALL ALL PUMP CONTROL EQUIPMENT IN EXISTING STEP TANK. SEE DETAILS ON SHEET UT2 AND UT3. VERIFY PUMP CONTROL FLOAT LEVELS WITH CITY OF YELM PRIOR TO INSTALLATION INTO THE TANK. BASIS OF BEARIING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP- 08- 0547 -YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Dale: Dcvdq.w Sc,i,c, Eegm,,, APPROVAL EXPIRES: CD Z Z r O Q J � CL z W L J IW � � Q } 0 IvV wAr om =z JEG BY LOS V BY: JEG 611 812 01 4 995.02 IG nL Nw 1 995.02 UT1.dxp IC N. UT1 N": 2 9 W U V) °, Z U z Q S N N N a 0 o W W � 0 +� J;cD M aLLz �, a � F w° D V) 4 m 0 z°�o U ~ Ul 0 m m CD Z Z r O Q J � CL z W L J IW � � Q } 0 IvV wAr om =z JEG BY LOS V BY: JEG 611 812 01 4 995.02 IG nL Nw 1 995.02 UT1.dxp IC N. UT1 N": 2 9 0 0 F5 N R Y� a Ei o In o� N N i(] o� r � 3 0 20 SCALE IN FEET it a� v 40 - -v - - - ........., VAV Q D., ` VA v v vv y N50 \ 2 MR uv a II I 10 I \ i . C V, I \ 1 � A AAD #E .# e? '�,w a 1 .... \. o .. ;. �_..... ... �\ 2 \ \ F.� EE 3 I \ R \ c Iv \ \ �\ 5' CALL BEFORE YOU DIG (811) 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. N xx SEWER CONSTRUCTION NOTES SEC 24, T1 7N, R1 E, WM - - - - - - - - - - - - YELM AVE W (SR 510) m.,.- .......... ....._... rm® - - -- m® 6 7 R\ \\ 0 1 2 10 UTILITY EASEMENT' \\ 8 _ '23'20.60"W ,.,.. r v \ \V�a w y vvv� X Oo ®....tie .� A\ r�`�t '6, •ti' A T " 8 c V 4 \ g \ ;' PROPOSED BUILDING ° " ° "' ° " " " " " "' ° ° "` .•••I\ i w �.. "NO ARE SPRINKLER' 1. 10 +98.88, 231.08' L CONTRACTOR TO FIELD LOCATE EXISTING SIDE SEWER FROM STEP TANK AINO EXTEND TO NEW BUILDING.. IF INVERT ELEVATION DOES NOT AULOW SIDE SEWER TO BE INSTALLED NTH A MIN OF 2% OF SLOPE FROM THE BUILDING TO THE CONNECTION, CONTRACTOR SHALL CONTACT ENGINEER. 2. INSTALL 14 LF 4' PVC SIDE SEWER PIPE 3. 10 +99.014, 217.45' L INSTALL GRAVITY SANITARY SEWER CLEANOUT. SEE DETAIL ON SHEET UT3. 4. INSTALL 80 LF 4" PVC SIDE SEWER PIPE 5. 11 +57.310, 164.70' L INSTALL GRAVITY SANITARY SEWER CLEANOUT. SEE DETAIL ON SHEET UT3. 6. INSTALL 6 LF 4' PVC SIDE SEWER PIPE 7. CONNECT SIDE SEWER TO THE BUILDING AND COORDINATE NTH PLUMBING PLAN FOR EXACT LOCATION OF CONNECTION. 8. INSTALL A HOSE BIB ON THE NORTHWEST CORNER OF THE BUILDING FOR MAINTENANCE OF THE STEP SEWER TANK. COORDINATE NTH PLUMBING PLANS FOR FINAL LOCATION. 9. 11 +58.90, 162.10' L INSTALL STEP SEWER CONTROL PANEL FOR EXISITNG STEP SEWER TANK. SEE DETAILS ON SHEET UT2. VERIFY THE LOCATION IS NOT ADJACENT TO AN INHABITATED SPACE. 10. 11 +26.56, 240.93' L CONTRACTOR TO FIELD LOCATE EXISTING PUMP CONTROL CONDUIT FROM EXSITING STEP TANK. CONNECT AND EXTEND 100 LF OF NEW PUMP CONTROL CONDUIT TO CONTROL PANEL LOCATED ON THE BUILDING. 11. 11 +14.53, 263.10' L INSTALL ALL PUMP CONTROL EQUIPMENT IN EXISTING STEP TANK. SEE DETAILS ON SHEET UT2 AND UT3. VERIFY PUMP CONTROL FLOAT LEVELS NTH CITY OF YELM PRIOR TO INSTALLATION INTO THE TANK. o �l BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 --YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 WATER LEGEND W WATER LINE -46- FIRE HYDRANT o TEE -' THRUST BLOCKING N GATE VALVE in WATER METER Dcv DCV/RPBA SEWER LEGEND: • \ STEP TANK \ Wa, o STEP CONTROL PANEL -' GRAVITY CLEANOUT - ss STEP SERVICE LINE -. HOSE BIB PUMP CONTROL CONDUIT STEP TANK SIZING CALCULATIONS: PROPOSED STEP TANK SIZE IS 8,000 GALLONS. A POWER DISCONNECT SWITCH AND GENERATOR CONNECTION SHALL BE PROVIDED AT SAME LOCATION AS CONTROL PANEL. 0 DRY UTILITY NOTES: 1. CONTRACTOR TO CONNECT NATURAL GAS TO PROPOSED METER. SEE MECHANICAL PLANS FOR LOCATION AND SIZE. 2. CONTRACTOR TO PROVIDE ELECTRICAL POWER TO PROPOSED ELECTRICAL METER. SEE ELECTRICAL PLANS FOR LOCATION AND SIZE. 0 WATER CONSTRUCTION NOTES: 1. RELOCATE AND EXTEND EXISTING WATER METER SERVICE LINE TO NEW LOCATION OUTSIDE OF ASPHALT PAVEMENT AREAS. 11 +59.69, 234.65' L -- - INSTALL NEW 3/4" IRRIGATION METER AND SETTER. \'SEE DETAIL SHOWN ON SHEET U12 -- 2. INSTALL AND EXTEND WATER METER SERVICE FROM EXISTING cf) TAPPING LOCATION TO NEW WATER METER LOCATION. CJ Z 3. 11 +57.53, 236.40' L ✓- �! INSTALL DOU@ _G11ECK. VALVE� SHEET UT2. _655EMBLY. SEE DETAIL ON Q Zo -- CD 4. 11 +6482, 141.08' L a_ z CONTRACTOR TO UVE TAP EX WATER MAIN TO INSTALL NEW 1" uj � DOMESTIC WATER METER AND SETTER J d 5. INSTALL 4 LF OF 1' WATER SERVICE UNE Q w - l +fis 87 140.02' L n p INSTALL 1 -3/4" DOMESTIC WATER METER AND SETTER. SEE DETAIL ON SHEET UT2 - d 7. 11 +69.89, 138.15' L INSTALL 1 -3/4' REDUCED PRESSURE BACK FLOW ASSEMBLY AND PROTECTIVE ENCLOSURE (IE: HOTBOX) CONTRACTOR TO COORDINATE NTH ELECTRICAL CONTRACTOR IF POWER IS NEEDED FOR HOTBOX HEATER. 8. INSTALL 8 LF OF 1' WATER SERVICE LINE as VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 v a � w s RFCI Si E0.2� 4.'`2'4 SIGNAL i� fi11812014 DE9GNEF. JEG DRANK Sr. LCS APPROVED BY: JEG I 6118/2014 JOB N.: 995.02 APPROVED FOR CONSTRUCTION DRAWNG FR£ Na 995.02 UT1.dwg ' BY: Date: DRAMS N. Development Servlecs F.ngin�o UT1 APPROVAL EXPIRES: _ SKEET N. 7 of 9 Wa, = U ZZ a ou O o _ JU N wm Z a Z <mN z° o� UO U /n 0 V� o m 0 WATER CONSTRUCTION NOTES: 1. RELOCATE AND EXTEND EXISTING WATER METER SERVICE LINE TO NEW LOCATION OUTSIDE OF ASPHALT PAVEMENT AREAS. 11 +59.69, 234.65' L -- - INSTALL NEW 3/4" IRRIGATION METER AND SETTER. \'SEE DETAIL SHOWN ON SHEET U12 -- 2. INSTALL AND EXTEND WATER METER SERVICE FROM EXISTING cf) TAPPING LOCATION TO NEW WATER METER LOCATION. CJ Z 3. 11 +57.53, 236.40' L ✓- �! INSTALL DOU@ _G11ECK. VALVE� SHEET UT2. _655EMBLY. SEE DETAIL ON Q Zo -- CD 4. 11 +6482, 141.08' L a_ z CONTRACTOR TO UVE TAP EX WATER MAIN TO INSTALL NEW 1" uj � DOMESTIC WATER METER AND SETTER J d 5. INSTALL 4 LF OF 1' WATER SERVICE UNE Q w - l +fis 87 140.02' L n p INSTALL 1 -3/4" DOMESTIC WATER METER AND SETTER. SEE DETAIL ON SHEET UT2 - d 7. 11 +69.89, 138.15' L INSTALL 1 -3/4' REDUCED PRESSURE BACK FLOW ASSEMBLY AND PROTECTIVE ENCLOSURE (IE: HOTBOX) CONTRACTOR TO COORDINATE NTH ELECTRICAL CONTRACTOR IF POWER IS NEEDED FOR HOTBOX HEATER. 8. INSTALL 8 LF OF 1' WATER SERVICE LINE as VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 v a � w s RFCI Si E0.2� 4.'`2'4 SIGNAL i� fi11812014 DE9GNEF. JEG DRANK Sr. LCS APPROVED BY: JEG I 6118/2014 JOB N.: 995.02 APPROVED FOR CONSTRUCTION DRAWNG FR£ Na 995.02 UT1.dwg ' BY: Date: DRAMS N. Development Servlecs F.ngin�o UT1 APPROVAL EXPIRES: _ SKEET N. 7 of 9 a CI 9i I 3 I S AP o 12 a 0 AP I E a A. ER N ,() ti$ PITo 3 GENERAL NOTES (WATER MAIN INSTALLATION 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE PATH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTIUTIES, AND THE CITY OF YELM. CONTACT THE PUBUC WORKS DEPARTMENT AT (360) 458 -8410 TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE 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 RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18 AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9 30.1(5)A. POLYMNYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT UNED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 301 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 ANS FLANGES VALVES SHALL CONFORM TO AWWA 509 -BG 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, MUELLER CENNRION, OR CLOW MEDALLION OR AV9. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTAIIEDIV TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -NICE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER ORE (PAIGE "UF' SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL ORE CONNECTIONS SHALL USE WIRE NUTS AND A DER SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR ORE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. S. PROVIDE TRAFFIC CONTROL PLAN(S) AS REWIRED IN ACCORDANCE KITH MUTCO. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERINGOR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE UNE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH ANEMBOSSED "W 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -BDO- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THEEXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION.IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THENECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTINGSYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OFTHE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH UST" PREPARED BY THE CITYSINSPECTOR DETAIUNG REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OFWORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITYPRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. CALL BEFORE YOU DIG (811) 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, T1 7N, R1 E, WM TABU 7OR FEEDER WIRE RUN - L-�, W WIRE „I E MAXIMUM 0 STANCE p12 Aw0 COPPER 150 FEET #10 AWG COPPER 290 P£ET $8 An COPPER ml 3 350 FEET (SEE SPEGFIC.AThjNS FOR ADDITIONAL INFORMA71ON) To 11,58 [A1Am P NuG T. OTT O `E_w LYTY G' "ESH ! 5 i.ENTERED ON PANEL FROM POWER SOURCE PANEL. SIZE MAY VARY DEPENDING ON MANUFA!URER DECAL._ SEE SPECIFICATIONS 801-0 tBPT LETTER "NC `- PADLOCK NTH COMMON KEY FURNISHED BY THE CITY OF YELM ..- - ALARM LIGHT A ND L BU SILENCE BUTTON VC, 8- #12 TO STEP TANK - SIMPLEX 12 "C, tS -t12 TQ STEP TANK - DUPLEX Vk`O, 17 -p12 T S. P TANK - TRIPLE% TYPICAL PUMP CONTROL PANEL APPROVEII� SWIG. N0. PUBLIC WORKS DIRECTOR DATE. DES. EMIR, CKD DATE JY JEG TP 4/2007 M1UL G GARAGE CONTRACTOR TO L-�, W WALL SHIM, ETC. TD ACCOUNT FOR DIFFERENT TYPCS O O OF SITTING - ml 3 3/4" PVC !CONTRACTOR TO °uT A CONDUIT FORM BOTH CONDIT rc ° AS SHOWN FOR 801 CONDUIT f � EP JFOCTING /STEIA STEP - - WALL TANK • LOCATICN OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. GARAGE WALL PUMP CONTROL PANFI ^- STAINLESS STEEL TWO HOLE STRAPS AS REQUIRED TO SECURE I CONDUIT TO WALL EXISTING GROUND �\ n \_ TO STEP TANK 12' CITY OF - YPICAL PUMP CONTROL_ PANEL INSTALLATION ON EXISTI\G HOUSE PPPRCV DWG. N0. 7 5 PIIRI If WI1R1(C IIIRLfTOR AD TC JY I JEG TP AREP2_MQ METER _FICA. UO MCSIATES BCF -1416 BCX MISSTATES BCE -14168 'LP JPE APPROVED EQUAL / SEP, ACE SADDLE R014AC 2025 OR ROCKWELL 313 METER BOX z a 'x 1" FORD GRIP JOINT W FE? liol TION SLOP TYPE 3 / I FB 1101 I' PLASTIC LINE (USE 200 PSI - OR] POLIIC'S JRISCO PIHE 5100 PCLNFT,YLENE PIPE) 2S. SLOPE TO 80k za" To EGGE oP aox 14 GAUGE IV"UL4T[V COPPER TONING ARE WRAPPED AROUND THE PIPE (SEE GENERAL NOTES NO 7) - FORS 961 444 G, GRIP 22 LIZ JOINT BY I THREADS. BRASS BUSHING ) "X$+ "- 'XIT BRASS N,F'PLE - L FORO GRIP \\ JOINT CORPDVAT'0', STOP TYPE FB 1101 SERWC'c SADOLL NOTES; 1 STAINLESS STEEL INSERTS REWIRES -GIR ALL PACK JOINTS AND CRiP 2 ALL SLRVXH` SLDJLES SHALL AND F"TINGS SHALL ,IAVC I.P. THREADS. MEI_R CHECK VA_VE 15" I<" 12" / FOR V9H 12 -15W 5118 1n 314" COPPER METER SETTER 89TH CHFCK VALVE AND UNION NUT AND SWIVEL .OP CONNECTING I" IRON PPL OR EQUAL CITY OF YELM, WASHINGTCN DEPT. OF PUBLIC WORKS _ 31411 ><" SINGLE METER SERVICE APPRObEO DWG. NU, C 1 PVjU_ '4,CQKS DIRECTOR DATE 6- I DE, . DAN. CID. 'DATE El I JEG TP 14/2007 gESTLA :'�V f:f:FYr? _ FRACE ,AFl; :2° TMJ ,8�.,:N ^„<R FlflAl. G.fsOF. .-i - PRA Ali RIBS I CrINFRAZ ht TER NOTES AC ' i SEE n: _ I, -, 3 I ' BEDDINU MA 4E,•RAL SEE N, UR4 4 DEC Olr f AVNI,,V1tu COIEIL s',. VA R.MANFA,AE FOTEPr AS sUVFE M4E- T'N pc, +S NAFIvE EACk, STILL n CNS15F IV 'NUS-FU, Fff<* "£ !D R NAT iIQ L RRINIL R lLAR Ada TRf1t I? _vAu 8E fs,% rA_L F FE NGM AF. E 5 PF. OF 40(% WASUF Or LRiER P_XTRANLtUr, OR 08 ,U tCAB kA)E'R S IT ;HALL aAVC _. Cf ±:'HR A, RIS'FCS or S,ZE ANS, -_RP$ ^TA, +t N91_ `HADLCY CCOLAC;I, }. MAE THE :4CE +PACKFAL M SH AfIE:AL A!t BE SDRIEO C'i %'RE,UrO Sv PLAT PPg MAXiMIi, T , `iI+Rs 4A TB 4 I': CFP S MAIC.D,aL SHa, TL GANS UP NICR ',-y yP E r'.4,. NO TTR5,,IPU ,S 3°L6 .i ++tLGn h.r Ya _l AUTHOR ZA (N FF"CM `9} .,i v, ,g,M, N k'+ttkEMb 1 MA RA! lat$ BEEN OFF E? F -'T_ P _ ?Y NH: Ct Y hE @01 Bt>"Kpftt ShALL MOST `.F 41OP AAOAR,'S L ET rF .VAS FOR H, h T r1 e BE 5PEC1 tEO. TTY OF YELM, WASHINGTO`V ';:EPT', 0 P''„ SL €C WORKS TYPICAL WATER MAIN TRENCH & BEDDING A wROL2y` AS ':O. o e" Awz s CLECIG4 ..._..®Da 6 15 ^E5 vWN: rkC UA' :E s ( dES TV L 4%2007 K �-/ 1 F' ' LP H 'Y 14, ...T . - u D 1 .` "I's ORy,NO ikS SP OF F A t S h 6N rr � jl f a N 1 �. {2 D r 3 i 1 i NIPx A yV "IEN £TO ^F b MIN, b A$ VR e , 1. I �% h ^PUENT tt SLE VIEW t VET'ER uUA Ltib m t� z�,u a:tP, oP �'- '4� {tt'U rt'J�R hS��tvS�'rt RI t CARAWN CRAV&.� 12' MIN NOR, AII ITEMS SR` L YiMP1 Y SP R4C 117,'LUIRAG A-PP 2 1 E f + h Anti AS AN&l STIALL IAI IT R NTA 41TH KPCLSVD. -S 4) FOR A K FN A I AND aV P T'RES . t :`RJ( VS11 IINE d 4f AaY,01 ALY o» El+Npa t CIAIVIWIJEE A" t o CAA L' w v I'S MMAI RC f A 46HVE ttR 8!0A L-ITY 0­' )CL+`,1, WA° HH^TON 'C CRO0,101, NR CIF AL (_FARAN 4 ARE NET. : P ^. PUBLIC tilt ikK ) VAIT 5,14, SE PROTECTLI OPOULPREPZ,NG DOUBLE CHECK VALVE G IL CON5- - THE GACA PLaW ASSEMBLY XHAtt BE A CEIPAENT ASSEMBLY 2" AND SMALLER WA4 t r ON NTA'E PENT x A' T4' AF. +-TT'D MUD - A ?_UVEAN. , "IMI' ,F.:U.R..,.. APF't v.; ... _ DLX^.. NO 6 -16 Uj(I A,OP€N) DIVIC, .'a2 O�4 __E EFVh ?GKD. CA TE KR ..EG TP 14j2007 QRAVEL DATE MATERIAL LIST: 1.` THICK t. SERVICE LINE :. 30' BEND 3. UNION 4, NIPPLE 5. SHUT -OFF VALVE ''. 6, CHECK VALVE (D.S.H.S. APRRDYED) 7. RELIEF VALVE I'. 8. TESTS COCKS 9. DRAIN TO DAYpCRT 10.PLUOS IN TEST COCKS OENERAL NQFE5: A. THOPOUCHLY FLUSH LINES PRIOR TO INSTALLATION. S. C'.AMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SEC TION 6.110 FOR PUR74ER INFORyAT,tON. 0 DO NOT INSTALL IN AREA SUBJECT TO FLOODING. BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -00-0347= YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 TO BUILDING OR IRRIGATION SYSTEM DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER _._._ 6�QHL�` zr DWG. N0. 6 -17 WORK .1 R6.1R .__ pn TP KR £6 TO APPROVED FOR CONSTRUCTION BY: Date: Development Services 2uginccr APPROVAL EXPIRES: UPI ti W " w I m U Z O m Z U zo Z x Q w Q o GO ' U) o J zI V a „ a ~ Z a Q J 7 zttnuI z ¢ m z o U C)D m 0 �a in ~ O M w C) _J Q Lu W D O Z Q Cn W F- 0 Z Z J Z C/] (.7 Q z 2fz_ IT W or) O W J ELI r O 9 a I STS 1 JEG Br. LCS VTD BY. JEG j 6 /1 812 01 4 995.02 4G FILE N¢ 995,02 UT2.JW0 4G No: UT2 7 BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -00-0347= YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 TO BUILDING OR IRRIGATION SYSTEM DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER _._._ 6�QHL�` zr DWG. N0. 6 -17 WORK .1 R6.1R .__ pn TP KR £6 TO APPROVED FOR CONSTRUCTION BY: Date: Development Services 2uginccr APPROVAL EXPIRES: UPI ti W " w I m U Z O m Z U zo Z x Q w Q o GO ' U) o J zI V a „ a ~ Z a Q J 7 zttnuI z ¢ m z o U C)D m 0 �a in ~ O M w C) _J Q Lu W D O Z Q Cn W F- 0 Z Z J Z C/] (.7 Q z 2fz_ IT W or) O W J ELI r O 9 a I STS 1 JEG Br. LCS VTD BY. JEG j 6 /1 812 01 4 995.02 4G FILE N¢ 995,02 UT2.JW0 4G No: UT2 7 C) _J Q Lu W D O Z Q Cn W F- 0 Z Z J Z C/] (.7 Q z 2fz_ IT W or) O W J ELI r O 9 a I STS 1 JEG Br. LCS VTD BY. JEG j 6 /1 812 01 4 995.02 4G FILE N¢ 995,02 UT2.JW0 4G No: UT2 7 x L 0 w w AA AA Z q� G 0 I E a 2 N i(] < �II O U R, �3 � Z SEC 24, T1 7N, R1 E, WM CITY OF YELM GENERAL CITY OF YELM GENERAL m SEE CITY OF YELM STANDARD SANITARY SEWER NOTES: SANITARY SEWER NOTIES CONTR CITY OF YELM SEWER ADDENDUM: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND 12. EROSION CONTROL MEASURES SHALL TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BE FIBERGLASS EX THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, OF BIOTUBE AND PUMP SYSTEM. PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 24" TANKS MFG. BY EITHER CONTAINMENT SOLUTIONS INC. OR XERXES INC. i BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). RISER RISER SEE CITY OF YELM STANDARD I LECNI S tf f N [ � \ \ u) 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC 2. ALL FIBERGLASS STEP TANKS SHALL BE INSTALLED BY QUALIFIED INSTALLERS, 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE VAT A ALLOW FOR ` FI,MP RFM VA_ CONTROL DEVICES (MUTCD) AS REQUIRED. STANDARD DETAIL 7 -14 FOR FOLLOWING THE MFG. DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS "DEAD LL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. VOLUME Q ELE 'RICA( SPUME BOX Ktr one MrP �. WITH MEN" SIZING AND MATERIALS FOR DEAD MEN AND STRAPPING SHALL 1 u Y BAFFLE 14. IT SHALL BE THE RESPONSIBILITY OR THE CONTRACTOR TO HAVE A COPY GL THESE APPROVED 1 1 BE PER THE MFG. RECOMMENDATIONS. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL DETENTION PLANS ON CONSTRUCTION SITE AT ALL TIMES. 3. BUILDINGS SERVED BY STEP SEWER, UTILIZING ON SITE "BACK -UP" GENERATORS VOLUME NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. j r' lr CMMETS R. FOR POWER OUTAGES MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A II�1 /3 TANK ~ 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. VOLUME MANNER THAT THE STEP SYSTEM VALL ALSO BE SUPPUED POWER BY THE 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF I tay NG NICE - INSTATE RISER -�\ CONSTRUCTION. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE AUXILIARY GENERATOR. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO 4• THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF PLACING STEP MAIN IN SERVICE. SHALL BE FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY THE TAP. CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG BY BRYANT FOR USE WITH THE CITIES PORTABLE AUXILIARY GENERATOR. 17. PRIOR TO BACKFlLL ALL MAINS AND APPURTENANCES SHALL INSPECTED AND APPROVED BY THE 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL CITY YELM. APPROVAL SHALL RELIEVE THE CONTRACTOR FOR CORRECTION ANY T 5. ALL TANKS LESS THAN 3000 GALLON SHALL HAVE ONE 4" HOLE IN THE EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTUTY LOCATIONS PRIOR TO IE DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. DE EC BAFFLE CENTERED AT 2A ABOVE THE FLOOR OF THE TANK. STEP TANKS ER B CONSTRUCTION BY CAVING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF SHALL BE THE CONTRACTOR'S RESPbNSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED D SIZED AT GALLON SHALL HAVE ONE HOLE IN THE DIVIDER BAFFLE CENTERED SIZED 48 HOURS PRIOR TO ANY EXCAVATION. INSPECTIONS. ABOVE AT 26" ABOVE 1HE FLOOR OF THE TANK. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS B. ALL 'TRAFFIC BEARING' SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY SOLVENT WELD JOINTS. OTHERWISE AUTHORIZED BY THE CITY OF YELM. MID STATES PLASTICS BC SERIES. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 19 IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC SEPARATE 'ON-OFF' SNITCH CONTROLLING POWER TO THE PUMP, SAID SNITCH MUST BE LOCKABLE GALVANIZED UNISTRUT. NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, "D" 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE "MINI SAAR" BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE OR APPROVED DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE. EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE ITEMS NEEDING INSPECTION ARE: 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS A) TANK INSTALLATION, AND LOCATION INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, "POWER ". XFILT ATO, B) TANK INFILTRATION, EXFILIRATIUN TEST 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE 2" PIPING FOR THE METAL CORE BACKING MARKED TAPE SHALL BE FURNISHED BY THE CONTRACTOR. C) S.S. PRESSURE TEST SERVICE UNE. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN D) SERVICE LINE PRESSURE TEST 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60" AS MEASURED ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). E) FINAL INSPECTION FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MUST BE PRESSURE TREATED. MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE PUMP CONTROL PANEL AND POWER METER MUST BE MOUNTED TO NOTE TO CONTRACTOR: AS REQUIRED. A HOT DIPPED GALVANIZED UNI- STRUT. CITY OF YELM REQUIRES DUPLEX PUMP SYSTEM FOR ALL COMMERCIAL STEP TANK INSTALLATIONS. DUPLEX PUMP SYSTEMS REQUIRE OSI 20 GPM PUMPS TO BE INSTALLED IN PLACE OF OSI 10 GPM PUMPS. WATER TIG4T C CAL IN PROTECTED AREAS ON- PROTECTED AREAS (LAWNS, ETC TAIL REpUIRL SERNCE DUD (CARSON OR RICK) D 1 EW41NG GROUND 14 OA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT SWEEPING TFE FRW ==MCUSE�L_ IERWD COIIVI AG DR J APPROVED EOOAL TOP OF STEP TANK INLET BAFFLE RRICO M1IOPUNI,, OR PPRO.. ECUAL DFP-, OF PUBLIC WORKS TYP CAI_ CONNECTION aPCRO� DWG. No. �- Puouc wGRxR oIR_cTOR onrE 7 -7 oE'a. IW - cED. :Aff JY JFG I TP 4/20UI CALL BEFORE YOU DIG (811) 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. FINISHEO DRAM 39 "0 RISER--- ALARM HN31I LE: L �6G ON NOFP j4.5" DRAW1OWN O.: TO OFF) -8 t _EAO ON /4FF 6 {4.5" 0RA444itr O OR D TO OFF) LOW ' £V¢L ALARM � O REWNDANT OFF V MEN. 6EOD ND 25" FLOAT SETTING VAULT DIMENSIONS FOR .A DUPLEX PUMP VAULT t7: N0. ?UG WGRXS OlR Tt7R VAiE � JY JEG 7P ..._. 4/2007 ALL ELEVATIONS TO BE VERIFIED BY CONTRACTOR BEFORE CONNECTION. EX RIM = 346.96 EX NOTES: ® HOLD DOWN STRAP CUP 4 HOLD DOWN STRAP LOCATION 0 TYPE "13" LIFT LUG - SO TYPE °13" LIFT LUG - HD EX 24° EMERGENCY STORAGE 18" BELOW '� UQUID LEVELT 2/3 TANK VOLUME BOTTOMIOF TANK = TO BE 24' -11" 12% 12"x 12' DEJU MAN 125( 12"x 12' DEADMAN EXISTING 8,000 GALLON STEP TANK NOT TO SCALE SSE I- UNION 0 CONWC7 4'SONi. m SEE CITY OF YELM STANDARD rlD EX RIM = 347.13 EX RIM = 347.22 DETAILS AND TANK MANUFACTURE Uz SPECIFICATIONS FOR INSTALLATION Z EX EX OF BIOTUBE AND PUMP SYSTEM. 24" 30" i d RISER RISER SEE CITY OF YELM STANDARD I LECNI S tf f N [ � \ \ u) DETAIL 7 -9 FOR DUPLEX PUMPING �. lz SYSTEM REQUIREMENTS. SEE VAT A ALLOW FOR ` FI,MP RFM VA_ Lu STANDARD DETAIL 7 -14 FOR 5.0" WORKING LL FLOAT SETTINGS. VOLUME Q ELE 'RICA( SPUME BOX Ktr one MrP �. Z,< 1 u Y BAFFLE - A 1 1 WALL FLOAT ON 62 FROM BOTTOM OF TANK DETENTION RiSERRWALD FLOAT OFF FROM BOTTOM OF TANK VOLUME 4 GAUGE OF j r' lr CMMETS R. OF I lOF ELCCTICAL -0NOb II�1 /3 TANK ~ NING M DNING iNRE 1 4I VOLUME BOTTOMIOF TANK = TO BE 24' -11" 12% 12"x 12' DEJU MAN 125( 12"x 12' DEADMAN EXISTING 8,000 GALLON STEP TANK NOT TO SCALE STANDARD 1 _ _ _ INLET TEE--- r - 1 1 PAR` EPDXY. USE ''.�ppx��-- yyryy{ I PRtEN D R SER TANK 1 A T ! AAA TE4t FOR CONCRE'E AMAUU I I TANKS INF 1 S REDUNDANT � .I) '$A MIRLY AS SET T. OF tELM ",. 43 !i NCt £4 ARQ1040 L. i a 9RIF,E i I PERMC UR U* VAN. T s \i a D A. PvC FLOW i 1 1 -P'T 610IlNEE PAD 0 1 04 P MP NTH HF MATE4IAL FOR DUPLES TRIPIrX. AND LIO OIP,SgN 1 $,0, POKER CABLP AND INSTAL; - AUTAIl RA LL VARY, }E lIN1RACiOR SHALL MELT THE tj8- BY-PASS OTARSE NTC%T OE TIFF INSTALLAnON RE- WiPEMFW f LNd IN THE IN TP D1_.C!ARGE HEAD TYPICA:. STEP INSTALLATION, Ai_ SI ti'F STEP A NSTaI.1_ATI1ON AP4'k0 ED DWT,, NO. 4 BLE WORKS . €RE CT OR DATE CFO Lav:., Cr, D ._:7E _..... J1' JEG 4/2007 STEP TANK VOLUMES DETENTION VOLUME: 5,145 GALLONS WORKING VOLUME: 526 GALLONS EMERGENCY VOLUME: 2329 GALLONS 1 -1/2" 314" RAISED SQUARES, 314" APART, 118" HIGH / El ❑ \ I1� El ❑ 1:1 Ej.I �I \ ❑ ❑ 112" WIDE. 118' HIGH RAISED BORDER 1" Y' N� 12 "LO FIBER JOINT 6" u / 8 3/4 1/2 ° PACKING 4 3 4° 45' BEND iv a n 1 1/4° O PLUG 6 INCH SEWER CLEANOUT FS APPROVED FOR CONSTRUCTION BY: Datc: Development Services Engineer APPROVAL EXPIRES: SSE I- UNION 0 CONWC7 4'SONi. m FBER '_nSC LID rlD AP.A?A n FOR P ESSJRE t "1N 6E Ylt'.0 Q L Uz MTH TAINtE`S STEEL Z W LJ z° _ AND NEOPRENE CASKET II0 AN RIDER HEIGHT T} A W1 A i d All KEN RAF IC BEAK A TANKS \ m 1 t DIA FS NOSE AND I LECNI S tf f N [ � \ \ u) / VAN V' AS �. lz 04 ENT -L VA4 YE VAT A ALLOW FOR ` FI,MP RFM VA_ Lu M L I AS SHONN. HALL VALVE Q LL \ i i GALL 6E NTH 12' SEUAV Q ELE 'RICA( SPUME BOX Ktr one MrP �. Z,< 1 u ..7 ME) A NNIYO W_ SRA L Ri MAUF WLY A 1 1 z v`Ni vii ¢ m 1 FAT HA1Nn BUT' -,ONNEI � `\ \ z RiSERRWALD \ >L�^E +'RWND ANA' FR'SM llSEP, -�\ \ \ \ 0 VIA (SPED PVC i ( RSER'AT'.4 NE3PEE.NE 4 GAUGE OF 1 \ \\ T FROM TOP F RIS O- r' lr CMMETS R. OF I lOF ELCCTICAL -0NOb ~ NING M DNING iNRE 1 4I 0 ih A.1, 1N 3/4 Ey �Y TVJ NT :AL AN I tay NG NICE - INSTATE RISER -�\ acs f1WINV R:A ?'RAJ ij- )14' kli2St P1"IWER JCURy., STANDARD 1 _ _ _ INLET TEE--- r - 1 1 PAR` EPDXY. USE ''.�ppx��-- yyryy{ I PRtEN D R SER TANK 1 A T ! AAA TE4t FOR CONCRE'E AMAUU I I TANKS INF 1 S REDUNDANT � .I) '$A MIRLY AS SET T. OF tELM ",. 43 !i NCt £4 ARQ1040 L. i a 9RIF,E i I PERMC UR U* VAN. T s \i a D A. PvC FLOW i 1 1 -P'T 610IlNEE PAD 0 1 04 P MP NTH HF MATE4IAL FOR DUPLES TRIPIrX. AND LIO OIP,SgN 1 $,0, POKER CABLP AND INSTAL; - AUTAIl RA LL VARY, }E lIN1RACiOR SHALL MELT THE tj8- BY-PASS OTARSE NTC%T OE TIFF INSTALLAnON RE- WiPEMFW f LNd IN THE IN TP D1_.C!ARGE HEAD TYPICA:. STEP INSTALLATION, Ai_ SI ti'F STEP A NSTaI.1_ATI1ON AP4'k0 ED DWT,, NO. 4 BLE WORKS . €RE CT OR DATE CFO Lav:., Cr, D ._:7E _..... J1' JEG 4/2007 STEP TANK VOLUMES DETENTION VOLUME: 5,145 GALLONS WORKING VOLUME: 526 GALLONS EMERGENCY VOLUME: 2329 GALLONS 1 -1/2" 314" RAISED SQUARES, 314" APART, 118" HIGH / El ❑ \ I1� El ❑ 1:1 Ej.I �I \ ❑ ❑ 112" WIDE. 118' HIGH RAISED BORDER 1" Y' N� 12 "LO FIBER JOINT 6" u / 8 3/4 1/2 ° PACKING 4 3 4° 45' BEND iv a n 1 1/4° O PLUG 6 INCH SEWER CLEANOUT FS APPROVED FOR CONSTRUCTION BY: Datc: Development Services Engineer APPROVAL EXPIRES: alts:. y i WA JEG I BM LCS DIED BY JEG 995.02 NG FILE No: 995,02 UT3,dwg NG No: UT3 N. 9 EF 0 Kn m W rlD m Q L Uz Z W LJ z° _ Q N ¢ d Z m 3 I � u) °O w ...1 J lz a a Lu Q LL Z Q i Z,< I ..7 ME) F- z v`Ni vii ¢ m z z LO ° U U a rr^^ ~ W 0 alts:. y i WA JEG I BM LCS DIED BY JEG 995.02 NG FILE No: 995,02 UT3,dwg NG No: UT3 N. 9 EF 0 Kn J rlD Q L Lu � � O CD Z CD Q = Lu Q LL Z Q i F- J IV alts:. y i WA JEG I BM LCS DIED BY JEG 995.02 NG FILE No: 995,02 UT3,dwg NG No: UT3 N. 9 EF 0 V 0 N m m 3 °o 0 x PLANT SCHEDULE TREES QN BOTANICAL NAME COMMON NAME CONT GAL SIZE ,/^� ] t��pq�/J 3 AGER PLATANOIDE5 'CRIMSON GENTRY' 'CRIMSON SENTRY' MAPLE B 4 B 2 "GAL 10' -12'H X 5' -6'W {��C�.f0Y� 2 GORNU5 KOUSA SATOMI' 'SATOMI' DOGWOOD B 6 B 2 "GAL Bt 8 HT. 8' -9 H X 3' -4'W 7 \,�/} 4 MAGNOLIA GRANDIFLORA 'EDITH BOWE' 'EDITH BOGUS' MAGNOLIA 5$5 2 "GAL 3 P71RIJ5 GALLERYANA'GHANTIGLEER' 'CHANTICLEER' FUAFi PEAR B 6 B 2 "GAL 10' -12'H X 5' -6'W SHRUBS 07Y BOTANICAL NAME COMMON NAME SIZE SPACINGS 6 AZALEA X 'MOTHER'S DAY' MOTHER'S DAY' AZALEA 2 GAL @ 3' O.Q. P °I U 12 AZALEA 'HIND- CRIMSON' HIND- CRIMSON' AZALEA 2 GAL ® 5'0.C,. 0 90 BERBERIS THUNBERGII 'CRIMSON PYGMY' 'CRIMSON PYGMY' BARBERRY 2 GAL ® 3'0.Q. t„„ 20 GORNU5 51FOLONIFERA 'KEL5EY1 I' KELSEY D06WOOD 2 GAL ® 5' O.C;, 0 10 ILEX GRENATA 'SOFT TOUGH' 'SOFT TOUGH' HOLLY 2 CAL ® 3' OC;. 0 45 LEUGOTHOE FONTANE51ARA 'LOVITA DROOPING DEUGOTHOE 2 GAL ® 5'0.C,. 5 NANDINA DOMESTIGA PRRE POWER' 'FIRE POWER' NANDINA 2 GAL ® 5'0.0,. ® 12 PHYSOGARPU5 OPULIFOLIU5 COPPERTINA' 'COPPERTINA' NINEBARK B GAL ® 5'0.C. 17 PIERS JAPONICA 'MOUNTAIN FIRE 'MOUNTAIN FIRE' PEIR15 B S B 21 " -24" HT. 6 SPRD. At 4' O.G. ® 58 PRUNES LAUROCERASUS '0770 LUYKEN' 'OTTO LUYKEN' LAUREL 5 4 B I8 " -21" F {T, 4 SPREAD ® WO.. 2 RBES SANGUINEUM 'KING EDWARD VII' RED FLNFI CURRANT 5 GAL 6 50C,. O 99 5PIRAEA JAPONICA 'MAGIC CARPET' 'MAGIC CARPET' SPIREA I GAL 0 B' O.C;, O 10 VIBURNUM P. TOMENTOSUM 'SUMMER SNOWFLAKE' 'SUMMER 5NOWFLAKE'VIBURN1JM 5 GAL 0 S OO. GROUND COVERS QTY BOTANICAL NAME COMMON NAME GONT 51-ACINCG 112 ARC705TAPHYL05 UVA -UR51 'EMERALD CARPET' KINNIKINNIGK I GAL 0 2.5' O,G, \ \\ \\ 112 HEMEROGALL15 X 'STELLA DE ORO' 'STELLA DE ORO' DAY LILY I GAL ® 150.C. +, 72 NA55ELLA 7ENUIS51MA MEXICAN FEATHER &RA55 I GAL ® 2' OQ. 146 PENNISETUM ALOPEGUROIDIES 'LITTLE BUNNY' 'LITTLE BUNNY' 6RA55 I GAL ® 15' O.C, IS SARGOGOGGA HOOKERANA HUMILIS CREEPING EARGOCOGGA I GAL ® 25' O,G, 124 SYMPHORIGARPO5 X CHENAULTI 'HANCOCK' 'HANCOCK' GORALBERRY I GAL ® 2.5' O_C, LANDSCAPE SPECIFICATIONS I. REFER TO DETAILS FOR ADDITIONAL INFORMATION. 2. CHEMICALLY KILL AND REMOVE FROM SITE ALL EXISTING WEED5 AND VEGETATION NOT 51-1 TO REMAIN ON PLANS, 3, DISTRIBUTE IMPORTED SANDY LOAM TOPSOIL (APPROVED BY THE LANDSCAPE ARGHITEC7) IN AREAS SHOWN AND AT DEPTHS INDICATED FOR CROWNING AND BERM I NG OF LANDSCAPE AREAS, AND BAGKFILL OF RETAINING WALLS (IF REQUIRED). DOTTED LINES INDICATE I' CONTOUR INTERVALS. ALL LANDSCAPE AREAS SHALL RECEIVE TOPSOIL, WHETHER INDICATED ON PLANS OR NOT, 50 THAT FINISH GRADES OF ALL SHRUB 5ED5 SHALL BE 2" BELOW TOPS OF ADJACENT CURBS AND PAVEMENT, AND LAWN AREAS SHALL BE 112" BELOW TOPS OF ADJACENT CURBS AND PAVEMENT. 571FQUCTURAL FILL AREAS: ANY LANDSCAPE AREA5 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 OPERA7ION5. 5. NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF LANDSCAPE ARGHITEGT /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 INCORPORATED ADJACENT AND PARALLEL TO PAVING, CURB AND SIDEWALK, A MINIMUM OF 15 LINEAR FEET (750N EITHER SIDE OF TRUNK), 24" DEEP, WHERE ANY TREE 15 WITHIN 8' OF PAVING, CURB OR SIDEWALK. ROOT BARRIER SHALL BE DEEPRO07 UB-;24 AS AVAILABLE FROM EWING IRRIGATION PRODUCTS, 2901 5 TACOMA WAY, TACOMA, AA 98409 (253) 4"16 -9550 OR APPROVED EQUAL. 9. 501L AMENDMENT FOR SOIL PREPARATION AND PLANTING BAGKFILL SHALL BE A SCREENED 5/8" MINUS NITRIFIED WOOD RE 'IDUAL GOMP05T EQUAL TO: A. "SILVER SPRINGS TOP GRADE COMPOST" BRAND COMPOST AS AVAILABLE FROM CORLIS5 RESOURCES LAKE TAPPS, W/q (253) 279-9102. B. "CEDAR GROVE COMPOST" BRAND COMPOST AS AVAILABLE FROM CEDAR GROVE COMPOST, MAPLE VALLEY, WA (877) 7111 G. PREP /LRI COMPOST AS AVAILABLE FROM RANDLEE, SAND AND GRAVEL, INC., PUYALLEP, NIA (255) 537 -6828. 10. SOIL PREPARATION - (ALL LANDSCAPE AREAS). SPREAD 9 G.Y. OF SPECIFIED SOIL AMENDMENT PER 1000 5F. (APPROX. 5 "' DEPTH) OF AREA. SPREAD 100 1-55/1000 S.F. OF DOLOMITE LIME (IN LAWN AREAS ONLY), 150 LB5,/1000 5F. OF AGRICULTURAL GYPSUM AND I5 L55. /1000 `S.F. OF 16-8-8 COMMERCIAL FERTILIZER OVER SOIL AMENDMENT. ROTC -TILL ALL OF THE ABOVE TO A 6 " -6" DEPTH AND GRADE SMOOTH, COMPACTING tA5 REQUIRED AND REMOVING ALL ROCKS, CLODS AND DEBRIS, 11. BAGKFILL MIX FOR ALL PLANTS (EXCEPT RHODODENDRONS 4 AZALEAS) SHALL BE A BLEND OF 1/3 EXISTING 517E SOIL, 1/3 CCOARSE SAND, AND I/5 SOIL AMENDMENT 5PEG IFIED IN NO, 9. BAGKFILL MIX FOR RHODODENDRONS AND AZALEAS SHALL CONSIST OF 2/3 ABOVE SPECIFIED BAGKFILL MIX AND I/3 FINE GRIND HEM -FIR BARK MULCH. 12. APPLY OSMOGOTE 16 -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: I CUP ALL SHRUBS EXCEPT I GALLONS: 112 CUP I GALLON PLANTS: 1/4 GUP GROUND COVERS: I14 CUP 13. 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 I GALLONS): 3 -21 GRAM TABLETS, ALL I 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. 14. ALL SHRUB AND GROUND COVER BEDS SHALL RECEIVE A 2" DEPTH (6 G.Y. PER 1000 S.P.) OF "FINE GRIND" HEM/FIR BARK MULCH AS TOP DRE551NG, I5. APPLY A GRANULAR PRE - EMERGENT HERBICIDE TO ALL SHRUB AND GROUNDGOVER BEDS AT THE CONGWSION OF THE MAINTrENANGE PERIOD. DO NOT USE GA5ARON OR NORASAG BRANDS. 16. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT /OWNER. IT. 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. 18. PLANT L157 QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN GALL -OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER AND /OR MA55 SHRUB QUANTITIES SHALL_ BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED SPACING. 19. 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. REMOVE ALL WEED5 OVER It IN HEIGHT. B. REPLACE DEAD OR UNHEALTHY PLANTS. G. ENSURE PROPER FUNCTION OF IRRIGATION SYSTEM. D. ENSURE ADEQUATE MOISTURE 15 DELIVERED TO ALL LANDSCAPE BEDS INCLUDING NON - IRRIGATED AREAS, E. FERTILIZE ALL LAW145 AT CONCLUSION OF MAINTENANCE PERIOD. MAGIC GAR ET' PIRE� CRIMSON PYGMY' 5ARBERRY --(13) -- �GIT'H BOGUS' MAGNOLIA ` DROOPING LEUGOTHHOE OE _ ` \ KINNIKINNIGK _ Bq 'MAGIC CARPET' 'OTTO LUYKEN' 'CRIMSON SENTRY' h 'HANGOGK' GORALE ZIM50N PYGMY' BARB] MAGIC, CARPET` SPI KINNIKINNIGK (201 A61G CARPET' SPIRE 1 SATOMI' SUMMER SNOWFLAKE' 'STELLA DE ORO' DAY KELSEY DO6W OTTO LUYKEN'LA 15UMME 5N OWFLAKE' VT56! _ —_ —_ GRRM56N PYGMY'BARBERRY 'CHANTICLEER' FTLWR'6 FEAR 'MAGIC CARPET' SPD Ek3A) (I I) 'CRIMSON PYGMY' BARBERRY (12) 'LITTLE BUNNY' 6RA55- NO LEUGOTH(gE)----/ ` ! •. R RIM50N PYGMY' E r 7111 COPPERTINA' NINI ( / 'MOUNTAIN FIRE' TOUCH' HOLLY I 0.IKP A7AI PA ORO' DAY LILY 31) 'OTTO LUYKEN' LAIURl 'FIRE POWER' NANDINA (1) FFIR E. POWER' NANDIP4A o 57ELI,A DE ORO' AYLILY (4 P � � C 'MOUNTAIN FIRE' PEIRI5- SOFT TOUGH' (q) HOLLY (4) \ ao - M)A'61G GARI SPIREA i% -G4R �PERTIN �I�EBARK -(0770 LUYKEN' LAUREL 'MO IIHER'S DAY' AZALEA- � P5 TAHOMA BLVD SE TJ _ ?`T1 ?e uLnASca.P2 rot o II 0. n� Sx of i i �reen 8 c l. JJ 0 o S 4rreeS more Vlii`x'^` 5076 Cleeauoas. 20 oA cevJ ✓ U✓ " uJ_ cJro i .Q,r- 0,,A r� - � I LUYKEN'LA REL Y DO6W00 ALE BUNNY' RA55 Wo �l 1 n ���ROOPIN6 LEUGOTOE 41HANCOGK'GORA LB ERRY 0i aC OC Vill ui Lu u MAGIC GARPEjf' SPIREA j (10) `4r —'0770 LUYKEN�AUREL (5) + 'GRIMSON PYG BARBERRY 'MA61G CARFEJ SPIREA C,RIM5CN PYG BARBERRY G CARPET SPIREA 30M PY6M ' BARBERRY iTi v - 'GOPPERTINA' NI EBARK W - / SA TOMI D06W0 D / MEXICAN FEATHE R 6RA55 (l2) MAGIC CARPET' 31FIFEA (I I) H�NO- GRIMSON' AZALEA MAGIC CARPET' SPIREA \ 'STELLA DE ORO' DAY LILY (63) I NORTH 0 20 40 60 feet SCALE: 1" = 20' 0 Keynotes 1:' �E I•�I 31 zsr al General Notes: Legend .a ! 9 E 0 0 o P � � C M� U ao L W p_ a 6 0 3 �,3 •� o p P °I U o DL N LD Z �Q h J W W Li Q 5D_ L J O U Z Cm J W W Z STATE OF WASHINGTON LICENSED SCAPE ARCHITECT 'B. SLANDER BE NO. 405 ON 02 -06 -2015 PERMIT 05/29/2014 Revlslons Closing Date ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PRORNTY OF MSGS ARCHITECTS AND ARE NOT 10 BE USED OR REPRODUCED IN ANY MATER, WITHOUT PRIOR W R17EN LEADS SI N Sheet Title LANDSCAPE PLAN Sheet No. L1.01 1 MSGS Project No. 13 -133 IRRIGATION SCHEDULE SYMBOL MANU7AG7URER/MODEL /DE5GRIPTION DETAIL P51 * POO TORO DZK- - 700 -I -LF 10/1-1.08 PRACTICAL. LOA FLOW DRIP CONTROL VALVE KIT, WITH I" LOCATE ALL MAINLINES WITHIN THE PROJECT LIMITS. 3. RRITROL -700 ULTRAFLOW INLINE VALVE, TORO 10.67 SHALL BE INSTALLED AT 12" DEPTH AND 24" DEPTH UNDER PAVED AREAS. Y- FILTER, AND LOW -FLOW PRESSURE MAINLINE PIPE SHALL BE INSTALLED AT 18" BELOW GRADE AND 24" BELOW PAVED I" AREA FOR DRIPLINE REGULATOR AND FITTINGS. 0.256PM -86PM. 4. REFER TO DETAILS FOR ADDITIONAL INFORMATION. TORO DZK -- 700 -1 -MF 10 /1-1.05 8 MEDIUM -FLOW DRIP CONTROL VALVE KIT. WITH 34.31 ACCOMMODATE PIPE AND KIRES, UNLESS OTHERKISE SPECIFIED ON DRAWING. I" IRRITROL TOO ULTRAFLOK INLINE VALVE, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL 4 TORO -T--FILTER, AND MEDIUM -FLOW PRESSURE I" AREA FOR DRIPLINE CHANGES AS NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS AND REGULATOR AND FITTINGS. 5GPM- 20GPM. ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. 7. AREA TO RECEIVE DRIPLINE NETAFIM TLDL -6 -15 (18) TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.66PH EMITTERS AT 15,0" O.G. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SURFACE AND 5UB SURFACE INSTALLATIONS. UV RESISTANT. 1.02 - WATER SOURCE: DRIP BOXES. B. NO IN -LINE AIRE SPLICES ALLOWED. SUPPLY VALVE BOXES AT ALL ELECTRICAL JUNCTIONS. TAPE AND BUNDLE KIRES EVERY 25 LINEAR FEET. 'q. CONTRACTOR IS RESPONSIBLE FOR COMPLETE SYSTEM DRAINAGE. INSTALL KING w) BROS. 1/2" AUTOMATIC DRAIN VALVES AT LATERAL LINE LON POINT(S). INSTALL LID '0- _ DRIPPER FLOW CONTRACTOR SHALL PROVIDE ADJUSTABLE CHECK VALVES ON ANY IRRIGATION _ SYMBOL MANUFAGTURER/MODEL /DESCRIPTION DETAIL OR PVC TORO 0- 75 -SLSG DEL1.03 0 ONE - PIECE, 3/4" SINGLE LUG, QUICK COUPLER DOKN57REAM END OF THE VALVE (REFER TO DETAILS). 112, VALVE WITH STANDARD METAL COVER. LINE, FREE OF ROCKS OR DEBRIS. ALL TRENCHES CONTAINING PIPE AND /OR WIRES MATGO -1,10i -759 I /L1.03 I BRASS SHUT OFF BALL VALVE, MATCH LINE 113. CONTRACTOR SHALL PROVIDE GINNER WITH ONE SET OF AS -BUILT RECORD SIZE. TAO PIEGE BODY, BLOW -OUT PROOF DRAWINGS SHOKING EXACT ACTUAL LOCATIONS OF ALL SPRINKLER EQUIPMENT. STEM, CHROME PLATED SOLID BRASS BALL, CENTERED ON MOUND OR OPERATIONS, AND WINTERIZATION PROCEDURES. THREADED, WITH PTFE SEATS. SAME SIZE AS CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT SHOWN ON THE PLANS MAINLINE PIPE. EQUIPMENT. ALL EQUIPMENT INSTALLATIONS, ELECTRICAL AND PLUMBING DRAIN VALVE 6 /L1.03 Op 314" CHAMPION 5RA55 ANGLE DRAIN VALVE _ 15 BF FEBGO 850 I" DOUBLE GHEGK BACKFLOK PREVENTION, 1/2" TO 5/LI.O3 410 2" A PART OF OWNER ORIENTATION PROCEDURES. ANY DAMAGE TO THE IRRIGATION HUNTER ACC- 1200 -55 '7/L1.03 © 12 STATION OUTDOOR MODULAR CONTROLLER. 116. CONTRACTOR SHALL GUARANTEE IN WRITING ON HIS COMPANY LETTERHEAD ALL NO MODULE REQUIRED. HIGH -END COMMERCIAL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE FULL YEAR FOLLOWING USE. 5TAINLE55 57EEL CABINET. 117. SACKFLOW PREVENTOR SHALL BE INSPECTED AND TESTED BY A CERTIFIED HUNTER K55 BACKFLOK DEVICE INSPECTOR. PROVIDE OWNER KITH ONE COPY OF APPROVAL ® WIRELESS SOLAR, RAIN FREEZE SENSOR KITH OUTDOOR INTERFACE, CONNEG75 TO HUNTER FCC, PRO -G, AND I -GORE CONTROLLERS, ,{ INSTALL AS NOTED. INCLUDES 10 YEAR L�ITHpIUM 0 BATTERY AND RUBBER MODULE GOV R, t' J ( L CA 2, O� GUTTER M ACKET. d' 397 SPACING AS NOTED. TIE KATE METER I" 2/LI.02 FMI FIELD AGT LOCATION SEE CIVIL 553 423 PLANS FOR AD01710NAL INFO. DOWN STAKE AT ALL TEES, IRRIGATION LATERAL LINE: PVG CLASS 200 51DR 21 SUPPLY HEADER. PVG GLASS 200 IRRI6A7ION PIPE. INSTALL 12" ELLS, AND AT 5' O.C. AT BELOW GRADE IN LANDSCAPE AREAS AND 24" BELOK GRADE UNDER PAVED SURFAGES. DRIPPER LINE IRRIGATION MAINLINE: FP/C, 40 CLAY, 4' O.C. AT LOAM, OR -- - - -__- PVG SCHEDULE 40 IRRIGATION PIPE. INSTALL 279 656 AT 16" BELOA GRADE IN LANDSCAPE AREAS 394 649 '497 AND 24" UNDER PAVED SURFACES. LL�_ PIPE SLEEVE: PVG SCHEDULE 40 TUBING. INSTALL 24" BELOW GRADE Valve Gallout $k Valve Number #" # Valve MOW Valve Size VALVE SCHEDULE NUMBER IRRIGATION SPECIFICATIONS I. THIS PLAN 15 DIAGRAMMATIC; ALL PIPING, VALVES, ETC. SHALL BE INSTALLED IN P51 * POO SHRUB BEDS KHERE POSSIBLE AND SHALL FOLLOW THE PLAN AS CLOSE AS 15 PREGIP PRACTICAL. 2. LOCATE ALL MAINLINES WITHIN THE PROJECT LIMITS. 3. PIPE SIZES ARE CONSTANT BETWEEN PIPE SIZE CALL -OUTS. ALL LATERAL PIPES 10.67 SHALL BE INSTALLED AT 12" DEPTH AND 24" DEPTH UNDER PAVED AREAS. 2 MAINLINE PIPE SHALL BE INSTALLED AT 18" BELOW GRADE AND 24" BELOW PAVED I" AREA FOR DRIPLINE AREAS. 4. REFER TO DETAILS FOR ADDITIONAL INFORMATION. 5.. ALL PIPING AND WIRING UNDER PAVED AREAS SHALL BE HOUSED IN CLASS 200 TORO DZK - 700 -I -LF PVC SLEEVES INSTALLED AT A 24" DEPTH. SIZE SLEEVES AS NEEDED TO 34.31 ACCOMMODATE PIPE AND KIRES, UNLESS OTHERKISE SPECIFIED ON DRAWING. 6. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL 4 COVERAGE. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE NOZZLE I" AREA FOR DRIPLINE CHANGES AS NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS AND 44.96 ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. 7. ALL MANUAL, GATE AND ELECTRICAL VALVES AND OTHER UNDERGROUND 2' FROM EQUIPMENT SHALL BE HOUSED IN NELSON, AMETEK OR EQUAL RECTANGULAR VALVE WATER SOURCE: DRIP BOXES. B. NO IN -LINE AIRE SPLICES ALLOWED. SUPPLY VALVE BOXES AT ALL ELECTRICAL JUNCTIONS. TAPE AND BUNDLE KIRES EVERY 25 LINEAR FEET. 'q. CONTRACTOR IS RESPONSIBLE FOR COMPLETE SYSTEM DRAINAGE. INSTALL KING w) BROS. 1/2" AUTOMATIC DRAIN VALVES AT LATERAL LINE LON POINT(S). INSTALL LID '0- MANUAL DRAINS AT ALL MAINLINE LON POINT(S) AND WHERE INDICATED ON PLAN. DRIPPER FLOW CONTRACTOR SHALL PROVIDE ADJUSTABLE CHECK VALVES ON ANY IRRIGATION FROM PLANTED AREA. HEAD THAT EXPERIENCES LON HEAD DRAINAGE. 10. ALL THREADED PIPE CONNECTIONS SHALL BE MADE USING TEFLON TAPE WRAPPED OR PVC AT LEAST THREE TIMES AROUND PIPE THREADS. 111. ALL GATE AND ELECTRIC VALVES SHALL BE INSTALLED KITH UNIONS ON THE EACH HIGH POINT. DOKN57REAM END OF THE VALVE (REFER TO DETAILS). 112, 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 v SHALL BE BACKFILLED KITH CLEAN TOPSOIL, FREE OF ALL LUMBER, RUBBISH AND I ROCKS OVER I" IN SIZE, OR CLEAN SAND IF CLEAN TOPSOIL IS NOT AVAILABLE. 113. CONTRACTOR SHALL PROVIDE GINNER WITH ONE SET OF AS -BUILT RECORD DRAWINGS SHOKING EXACT ACTUAL LOCATIONS OF ALL SPRINKLER EQUIPMENT. CONTRACTOR SHALL ORIENT OWNER KITH COMPLETE SYSTEM AND CONTROLLER CENTERED ON MOUND OR OPERATIONS, AND WINTERIZATION PROCEDURES. 44. 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 BERM. CONNECTIONS SHALL BE IN CONFORMANCE KITH ALL APPLICABLE CODES AND ORDINANCES, THESE SPECIFICATIONS, AND THE MANUFACTURERS _ 15 RECOMMENDATIONS WHETHER INDICATED ON THE DRAWINGS OR NOT. 115. CONTRACTOR SHALL INCLUDE IN HIS BID ONE FALL WINTERIZATION AND ONE SPRING 410 ACTIVATION OF IRRIGATION SYSTEM. THESE ACTIVITIES SHALL BE INCLUDED AS A PART OF OWNER ORIENTATION PROCEDURES. ANY DAMAGE TO THE IRRIGATION 308 SYSTEM OR THE LANDSCAPE AS A RESULT OF FAILURE TO COMPLY KITH THESE -- HEADER. - REQUIREMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 116. CONTRACTOR SHALL GUARANTEE IN WRITING ON HIS COMPANY LETTERHEAD ALL TYPICAL START CONNECTION MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE FULL YEAR FOLLOWING ACCEPTANCE OF SYSTEM INSTALLATION. 117. SACKFLOW PREVENTOR SHALL BE INSPECTED AND TESTED BY A CERTIFIED LATERALS WITH EMITTER BACKFLOK DEVICE INSPECTOR. PROVIDE OWNER KITH ONE COPY OF APPROVAL TOTAL LENGTH OF TECHLINE TUBING CERTIFICATE. NUMBER MODEL SIZE TYPE P51 P51 * POO GPM PREGIP I TORO DZK - 700 -1 -MF I" AREA FOR DRIPLINE 34.02 425q 10.67 0.45 in/h 2 TORO DZK -- 700 -I -MF I" AREA FOR DRIPLINE 34.55 41.37 8.63 0.45 DUO 3 TORO DZK - 700 -I -LF I" AREA FOR DRIPLINE 34.31 40.9 -7 1.22 0.45 in/h 4 TORO DZK -- 700 -I -MF I" AREA FOR DRIPLINE 35.78 44.96 10.72 0.45 1n/'n PVC MAINLINE. E HEADER. TYPICAL OFFSET 2" FROM DRIP VALVE / FILTER / WHENEVER POSSIBLE. TYPICAL LATERAL HARDSCAPE, 4" FROM O a T C REGULATOR. ) SXSXT TEE W/ TECHLINE MALE PIPE FROM VALVE PLANTED AREA. 4. INSTALL TECHLINE AT NORMAL SPACING PLUS ADAPTER. Y3 OF THE SLOPE. ASSEMBLY, SIZE 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, - ON A SEPARATE VALVE. TYPICAL OFFSET DRIPLINE SPACING AS THIN PER PLANS. - _ -- i-- 18" 1 = �________. 2' FROM - WATER SOURCE: DRIP -.�___ Ib111>b11 " I�'11 �'11e111 1111111 Ikl71�l1ikl i Ibl1 I I�;- � AIR /VACUUM RELIEF VALVE HARDSCAPE, 4" w) LID '0- VALVE OR LATERAL lf�: DRIPPER FLOW 0.4 FROM PLANTED AREA. 0.9 0.4 Y' POLYETHYLENE OR PVC 0.6 0.9 U EACH HIGH POINT. I ll POLY LINE AT LOW END, o F AS NOTED. F o END FEED EXAMPLE CENTER FEED EXAMPLE P 1 TYPICAL NETAFIM TECHLINE REQUIREMENTS m 3 a g e °v 0 x SLOPED CONDITION NOTE: E HEADER. i O^ 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS /// WHENEVER POSSIBLE. TYPICAL START CONNECTION 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. O a T C CD ) SXSXT TEE W/ TECHLINE MALE THE TOP 2/ OF SLOPE, + 0 4. INSTALL TECHLINE AT NORMAL SPACING PLUS ADAPTER. Y3 OF THE SLOPE. W 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM Y3 ON A SEPARATE VALVE. w DRIPLINE SPACING AS THIN 8 - - -- ' -"^- - - - - - i-- 18" 1 = �________. NOTED. - WATER SOURCE: DRIP -.�___ Ib111>b11 " I�'11 �'11e111 1111111 Ikl71�l1ikl i Ibl1 I I�;- � AIR /VACUUM RELIEF VALVE M w) LID '0- VALVE OR LATERAL lf�: DRIPPER FLOW 0.4 1 PLUMBED TO TECLINE AT 0.9 0.4 0.6 0.9 0.6 0.9 U EACH HIGH POINT. FROM VALVE. RATE (GPH) BLANK TECHLINE TUBING � CENTERED ON MOUND OR F BERM. TYPICAL SUPPLY _ _ it _ 15 A 233. 175 410 _ A 405 308 -- HEADER. - TYPICAL TECHLINE TUBING TYPICAL START CONNECTION ON EXHAUST HEADER. LATERALS WITH EMITTER TOTAL LENGTH OF TECHLINE TUBING 397 SPACING AS NOTED. TIE 2.38 558 438 335 553 423 DOWN STAKE AT ALL TEES, SUPPLY HEADER. ELLS, AND AT 5' O.C. AT r SEE SUB - HEADER DRIPPER LINE °-^ CLAY, 4' O.C. AT LOAM, OR 365 279 656 514 394 649 '497 3' O.C. AT SAND. LL�_ TUBING. LINE FLUSHING VALVE I ll POLY LINE AT LOW END, o F AS NOTED. F o END FEED EXAMPLE CENTER FEED EXAMPLE P 1 TYPICAL NETAFIM TECHLINE REQUIREMENTS m 3 a g e °v 0 x SLOPED CONDITION NOTE: E I V v i O^ 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. a 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. O a T C CD ) 3. TECHLINE NORMAL SPACING WITHIN THE TOP 2/ OF SLOPE, + 0 4. INSTALL TECHLINE AT NORMAL SPACING PLUS 259 AT THE BOTTOM Y3 OF THE SLOPE. W 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM Y3 ON A SEPARATE VALVE. w TECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET) THIN 8 - - -- ' -"^- DRIPPER SPACING 12" 18" 1 = �________. 24" 0 WATER SOURCE: DRIP -.�___ Ib111>b11 " I�'11 �'11e111 1111111 Ikl71�l1ikl i Ibl1 I I�;- � 0 d M w) LID '0- VALVE OR LATERAL lf�: DRIPPER FLOW 0.4 0.6 0.9 0.4 0.6 0.9 0.6 0.9 U o 0 FROM VALVE. RATE (GPH) � F F TYPICAL SUPPLY _ _ it _ 15 292 233. 175 410 322 247 405 308 -- HEADER. - TYPICAL START CONNECTION ON EXHAUST HEADER. TOTAL LENGTH OF TECHLINE TUBING 397 321 2.38 558 438 335 553 423 TYPICAL TECHLINE SUPPLY HEADER. r SEE SUB - HEADER DRIPPER LINE °-^ 35 365 279 656 514 394 649 '497 CONNECTION, LL�_ TUBING. _486 TYPICAL PVC OR POLY zv 45 520 407 311 732 574 439 725 1 555 SUPPLY OR EXHAUST HEADER. TECHLINE FLOW PER 100 FEIET LINE FLEEING VALVE 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPER Yom- PLUMBED TO PVC OR �) DRIPPER POLY. SPACING GPH GPM (,PH GPM GPH GPM � � AIR /VACUUM RELIEF Y VALVE, INSTALL AT 12" 40.00 0.67 I31.00 1.02 92.00 1.53 HIGH POINT OF - -- - -- SYSTEM -- 18" 26.67 0.44 '41.00 0.68 61.00 1.02 ® -IN -LINE SPRING CHECK VALVE FOR LOW HEAD 24" N/A N/A 31.00 0.51 46.00 0.77 DRAINAGE. EXAMPLES LEGEND ISLAND Wi" ED. 2 � 8.63 if P O.G ®N W 1w M E FIELD 1 I F VE EYE GT L ATI N. STATIC 1 I P SURE 55 I PE GIN OF `V.,1 5D. f - � I I Y M. AINLNE I ", TYR tt I TV", 51-. ~"' I o'• 9 1 3 II I �I I� WI a I j - V 5L. so I, I� I II _ INSTALL CONTROLLER 4" L' T I I �£ ELE TRIGAL ROOM R D I VERIFY WITH PROJECT is E r ONTR CT GEM. I I I PROVIDE SHALL PROVIDE POWER TO - y � el I CONTROLLER AND A G ROUT °m e I TO THE NEAREST LAND GAPE INSTPLL SOLAR SYNC ON - 2' 51 t ® I 6ED 50U HWE57 CORNER PER y f MAN I.PACTURERS RECOMMENDATIONS. Is �V �M o R iT / q- f f t 'i : 9" 10. TAHOMA BLVD SE it AF E I V v i O^ OU a =i O a T C CD ) U 1' 7.22 + 0 �•� H + QO OO Y W PLAN IyJ�J�y DIAGRAMMAF JO LL Z a w ALL EQUIPMENT 'AND THIN 8 - - -- ' -"^- C, LANDSS,,GAPE BEDS. w EL 1 = �________. ° 3 0 _ -.�___ Ib111>b11 " I�'11 �'11e111 1111111 Ikl71�l1ikl i Ibl1 I I�;- � 0 d Wi" ED. 2 � 8.63 if P O.G ®N W 1w M E FIELD 1 I F VE EYE GT L ATI N. STATIC 1 I P SURE 55 I PE GIN OF `V.,1 5D. f - � I I Y M. AINLNE I ", TYR tt I TV", 51-. ~"' I o'• 9 1 3 II I �I I� WI a I j - V 5L. so I, I� I II _ INSTALL CONTROLLER 4" L' T I I �£ ELE TRIGAL ROOM R D I VERIFY WITH PROJECT is E r ONTR CT GEM. I I I PROVIDE SHALL PROVIDE POWER TO - y � el I CONTROLLER AND A G ROUT °m e I TO THE NEAREST LAND GAPE INSTPLL SOLAR SYNC ON - 2' 51 t ® I 6ED 50U HWE57 CORNER PER y f MAN I.PACTURERS RECOMMENDATIONS. Is �V �M o R iT / q- f f t 'i : 9" 10. TAHOMA BLVD SE it AF E I V v i O^ OU a =i O a T C CD U U + 0 W + -_... _. W LIJ LL Z a w Z Ind C, I w EL i ° 3 0 _ °''3 �y 0 d M w) LID '0- a � E p U o 0 a � F F MEDIAN ISLAND, MEDIAN ISLAND, IRREGULAR AREA DOWN SLOPE - 1 DOWN SLOPE - 2 TRIANGULAR TYPICAL START CONNECTION ON EXHAUST HEADER. TOTAL LENGTH OF TECHLINE TUBING IN THIS AREA CAN NOT EXCEED THE MAX. LENGTH OF RUN, TYPICAL START CONNECTION ON SUPPLY HEADER. r SEE SUB - HEADER DETAIL. TYPICAL TECHLINE START CONNECTION, IRREGULAR AREAS: PARKING ISLAND TYPICAL LAYOUT SCALE: 1" = 20' WATER METER/ POINT OF CONNECTION (P.O.C.) - SEE PLAN FOR LOCATION(S) - BALL VALVE - - - DOUBLE CHECK VALVE ASSEMBLY (SEE DRAWING FOR LOCATION AND SIZE) �- QUICK COUPLER MANUAL DRAIN VALVE, 4 D _MAINLINE POINT OF CONNECTION (POC) DETAIL 328413.56 -26 `\� N.T.S. 328409 -02 General Notes: Legend `n E I V v i O^ OU a =i O a T C CD U U a 0 0 W W LIJ LL Z a w Z C, I 3 i ° 3 °''3 • 0 d M LID '0- a � E p U o 0 a STATE OF WASHINGTON LICENSED N ` FEE No. 406 E41 E E IREON0206 -2016 PERMIT 05/29/2014 i Revisions !j Closing Date ALL RIGHTI RESERVED THESE DRAWINGS ARE THE PROPORTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title IRRIGATION PLAN I Sheet NO. 0902 1 I MSGS Protect No. 13 -133 I V v i d Z II a =i J Z Q m W W LIJ LL Z a w Z I J i O STATE OF WASHINGTON LICENSED N ` FEE No. 406 E41 E E IREON0206 -2016 PERMIT 05/29/2014 i Revisions !j Closing Date ALL RIGHTI RESERVED THESE DRAWINGS ARE THE PROPORTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title IRRIGATION PLAN I Sheet NO. 0902 1 I MSGS Protect No. 13 -133 IN 0 0 P `m m 3 0 e �JA , AA CONTINUOUS OUTER ROW OF PLANTS ✓J ✓J - SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X' " AREA FOR SPACING ADJUSTMENT Y' CHAINLOCK (2) - BVC WOOD TREE TREE TIES 6 STAKES (8' HT.) EDGE OF PLANTING BED a �a 'd 4 MIN. a d �� 2" MULCH IN BASIN �} a 3 + - ^%A o j �'° ° MULCH 3" WATER RETENTION T d 43' BASIN (IN SHRUB + 3.. a a add ° WATERING BASIN BERM 3" AND GROUNDCOVER AREAS ONLY) ROOT- VIII IIII FERTILIZER TABLETS + + PLANTING PIT ROOTBALL BALL 1IF IIIIIIII o: SHALL BE A DEPTH FERTILIZER TABLETS, HIT DEPTH [1 Ill REMOVE BURLAP FROM + MIN. ROOTBALL TWICE 2 " -6" DEPTH TOP 2/3 OF ROOT BALL. THE ROOTBALL 6" MIN. EFU II 1L I_ + / +\ +\ / +\ + + + I DEPTH TOP HALF OF ROOT BALM 24" I- _ BACKFILL SOIL MIX AFTER PLACING SHRUB IN MIN. +\ \- / +\, / +\. / +\ I ROOTBAT PLANTING HOLE (REMOVE NOTES: +— I \- iF+_ + —+ 1 + + .. DIAMETER 12 ROOTBALL 12' COMPLETELY IF 1. REMOVE TREATED OR ' 6,. 6 SYNTHETIC BURLAP TRIANGULAR SPACING WITHIN MIN. MI N FIBERGLASS OR TREATED). WIDTH IN COMPLETELY. PLANTING BEE) 2/3 "X" 2. INSTALL 24!' DEPTH ROOT PLANTING PIT SHALL BACKFILL SOIL MIX PLANT( G PIT- SHALL BE A BARRIER AT THE EDGE OF BE A MINIMUM OF MINIMUM OF TWICE THE ANY PAVING WITHIN 8 FT. OF TWICE THE ROOT - ROOTBALL WIDTH. TREE TRUNK. SPECIFIED PLANT SPACING-"X' BALL WIDTH INDIVIDUAL PLANTS REPRESENTED AS: + TREE PLANTING & STAKING DETAIL PLANT SPACING DETAIL 3 SHRUB PLANTING DETAIL (B &B OR CONT.) N.T.S. 329343 -01 NTS 3293 -01 INTO 329333 -01 FINISH GRADE AT LIP OF BOX IN TURF AND PAVED AREAS (1" BELOW LIP IN ALL OTHER AREAS) VALVE BOX: REFER TO IRRIGATION SHEET NOTES OR SPECIFICATIONS VALVE BOX COVER .; �BRASS UNION PASS NIPPLES 6 MIN. CLEARANCE BACKFLOW PREVENTOR PVC MAINLINE PEA GRAVEL (INSTALL MIN. 2 CU. FT. BELOW BACKFLOW PREVENTOR) DOUBLE CHECK VALVE (DCVA) 1 3284 -02 RAINBIRD #631 VALVE MARKER 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS BOX, SEE SPECIFICATIONS. I SET BOX FLUSH TO GRADE AT LAWN.- FINISH GRADE. a - - � 3 II TT___ II w � III m FOUR COMMON `-1 BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH - AS REQUIRED. ISOLATION VALVE AS PVC MAIN LINE. SPECIFIED. r SLIP /THREAD COUPLING. 6" SCHEDULE 80 THREADED NIPPLE. BRASS ISOLATION VALVE 1 1/2" = l' -0" 20"X14" JUMBO - PLASTIC VALVE BOX. PVC TRUE UNION - BALL VALVE. 2" ABOVE GRADE_ AT SHRUBS. SET BOX FLUSH z AT TURF. 2" PVC SLEEVE l��GV��VA��VA� X '�° .:''�1VAi /'i CHAMPION #200 -075 (OR �Q�QQ�A� Tl��A�� EQ.) BRASS ANGLE VALVE MAIN REDUCING � ALLNTS UNION. IIF E INSTALL AT REDUCING TEE - COMPLETE MAINLINE - DRAINAGE. x- 3/4" CLOSE NIPPLE z 80 RISER. 3/4" X 3" PROTECTIVE PVC NIPPLE N SxT TEE W/ 2" GRAVEL SUMP D NIPPLE AT MAINLINE. (2 CU. FT.) �^ � �z' WIRE CLOTH GOPHER - zr SCREEN, WRAP UP SIDES. 328406.33 -01 CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. RCV AS SPECIFIED. BASKET FILTER AS SPECIFIED. PRESSURE REGULATOR AS SPECIFIED. PVC UNION W/ SHORT NIPPLES. III _! � 11 OUTLET PIPE SAME SIZE - AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. 45' DOWN AS REQ. TO LATERAL PIPE DEPTH. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF THE BOX. 12" MIN. MANUAL DRAIN VALVE DETAIL �n1 1" DRIP VALVE W /BASKET FILTER NTS 328406 -01 SET CONTROLLER 50'' ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIF SECURELY BOLT CONTR TO WALL. INSTALL BA( BATTERIES AS REQUIREI GROUND AS PER MFG. SPECIFICATIONS. 1/2' DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. LONG SWEEF WALL MOUNT CONTROLLER 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. - PVC SCH. 40 D«OW GRADE. FINISH GRADE (INCLUDING BED MULCH) 3' MIN.; REFER TO 2" 0 SHRUB BEDS,- L PLAN FOR SPECIFIC FLUSH ® LAWN AREA - - _ __ BERM & CROWN HTS. _._ _ - SUB -BASE MATERIAL ASPHALT PAVING NATIVE SOIL CONCRETE CURB! OR TOPSOIL FILL - REFER TO ADJACENT PAVEMENT SPECIFICATIONS FOR SOIL TYPE NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL. PARKING ISLAND PLANTER DETAIL NTS Q Q V 6" MiN. _ TWO STAINLESS STEEL CLAMPS. 3294 -01 10" DIAMETER VALVE BOX. 3 HEAD BRAND "QVC" ON LID N WITH 2" HIGH CHARACTERS. a 4— c Q it y z a ' 3 m Q g �/ ED U z � W Z L FINISHED GRADE. N ' E IIII (QUICK � L COUPLING VALVE AS J SPECIFIED. I. GALV. NIPPLE, LENGTH AS REQ. 6" DEEP LAYER OF 3/4" CRUSHED ROCK. 3" PVC SCHEDULE 80 NIPPLE. 1/2" X 36" GALV R STEEL PIPE. THREE PVC SCH 80 ELLS. 12" PVC SCHEDULE 80 NIPPLE. QUICK COUPLING VALVE IN BOX 1' -0" 328409.13 -01 w/ 1 1/2" = 1' -0" 328406.43 -02 DRIPLINE BARBED ELL. y, ANTELCO RATCHET CLAMP NO. 44345 DRIPLINE BARBED INSERT TEE AT ALL BARBED CONNECTIONS. OR ELL. STAPLE OR STAKE AT ALL TEES, ELLS, AND AT 5' O.C. AT CLAY, 4' O.C. AT RATCHET CLAMP AT ALL BARBED LOAM, OR 3' O.C. AT SAND. = CONNECTIONS, ANTELCO PART N01. 44345. DRIPLINE AS SPECIFIED. SOIL - SURFACE _ BANK DRIPLINE TUBING RISER, �__ LEINGTH AS REQUIRED. I o -_ III— II II —III ,. rs-��, RATCHET CLAMP AT ALL BARBED O Ili -. °� CONNECTIONS, ANTELCO PART o _- - __ �H - NCC- 44345.. - — - - - w BLANK DRIPLINE TUBING RISER. ;i m - 6ERT ADAPTER ANTELCO IN. Q� "X:PANDO" 13MM X 14MM, PART NO. 45595. r J� TYPICAL "XPANDO" ADAPTER AT �J NOTE: \ DRILLED HOLE IN PVC MANIFOLD, WITH 13MM ANTELCO "CAPO' RUBBER GROMMET, 1 USE RATCHET CLAMP RATCHET CLAMP, AS PER DETAIL. NCO 45735. AT ALL BARBED CONNECTIONS DOLL 5/ 8" HOLE IN PVC 2. THOROUGHLY FLUSH MANIFOLD PIPE AT DRIP LINE SYSTEM TO REMOVE SCH 40 PVC SUPPLY AND EXAUST SPACING. YOU MUST USE A ANY DRILL BURRS OR HEADER, MINIMUM 1 -1/2" DIAMETER, A, "FORSTNER" DRILL BIT FOR DEBRIS. UNLESS NOTED AS LARGER ON PLAN. // DIRILLING INTO PVC. REMOVE SUPPLY LATERAL LINE DRILL HOLES FOR EXPANDO INSERT 11 ANY EXCESS BURRS OR ROUGH FROM VALVE, SIZE AS ADAPTER AS PER DETAIL. (I �� EDIGES. PER PLANS. TYPICAL DRIPLINE TO MANIFOLD CONNECTION WITH "XPANDO" ADAPTER TYPICAL "XPANIDO" ADAPTER' INSTALLATION AT MANIFOLD DRIPLINE TO MANIFOLD "XPANDO" ADAPTER CONNECTION 1 1/2" = V -0 "' 328413.76 -26 '\ N.T.S. 328413.56 -83 General Notes: Legend p N 3 v i O^ OU 4— c Q i y O ' Q � �/ OD U 0 O Lu W L E L J Q a I. a E O U 0 o Q p N SERVED THESE DRAWINGS ARE v i ARE NOi TO C I � c Q L y U ' Q � �/ OD W Lu W L Z L J c O STATE OF WASHINGTON LICENSED LAfIDSCA'JPPEE�"�A�RR -C-H II TECST EVB GLADDER ENSE N0.405 IRES ON 02 -06 2015 PERMIT 05/29/2014 Revb r, jj Closlny Date ALL RIGHTS SERVED THESE DRAWINGS ARE THE PROPER OF MSGS ARCHITECTS AND ARE NOi TO E USED OR REPRODUCED IN ANY MANNE , WITHOUT PRIOR WRITTEN PERMISSION., I Sheet Title DETAILS Sheet No. L1.03 MSGS Project No. 13 -133