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20140164 Civil Rev 2 Redline Plans 10142014 (Olympia Federal Savings)nIATNiGR- 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 1rrurriiol / SEC 24, T1 7N, R1 E, WM OLYMPIA FEDERAL SAVINGS CONSTRUCTION PLANS YELM, WA yF do 0 / i C i /L-/� j-0° ` LIZ, . U YI/ / 3 m d i S o �Op '198• k. � d � I / � i 40' O 40' 80' SCALE: 1 " =40' Scale FEET N q� SITE e BERRY VALLEY RD PQ 5` oa � 1 5� yoS�gN A[� �O NI BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YL, RECORDED UNDER AUDITOR'S FILE N0, 4212931 VICINITY MAP NTS SHEETINDEX 9 bLWLK/WA ILK: DRAWING N0. I DESCRIPTION CITY OF YELM: CV1 COVER SHEET 105 YELM AVENUE WEST EC1 TESC PLAN YELM, WASHINGTON 98597 EC2 TESC DETAILS PH: (360) 458 -8410 SP1 HORIZONTAL CONTROL & PAVING PLAN STORM DRAINAGE: GD1 GRADING AND DRAINAGE PLAN PRIVATE ON SITE GD2 NOTES AND DETAILS SOLID WASTE: UT1 UTILITY PLAN LEMAY UT2 UTILITY PLAN NOTES AND DETAILS 2910 HOGUM BAY RD. NE UT3 UTILITY NOTES AND DETAILS OLYMPIA, WA 98516 D ELECTRIC /NATURAL GAS: O U Q PUGET SOUND ENERGY - PSE � 10885 NE 4TH ST Z BELLEVUE, WA 98009 0 PH: (425) 452 -1234 U U TELEPHONE: O FAIR POINT COMMUNICATIONS rr^^ U/ 106 SECOND STREET SE YELM, WA 98597 3 CABLE: COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 o LEGAL DESCRIPTION F BINDING SITE PLAN EAGLE PLAZA ESP 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 I s a 0 c % CALL BEFORE YOU DIG (811) THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL °- L2 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% / SEC 24, T1 7N, R1 E, WM OLYMPIA FEDERAL SAVINGS CONSTRUCTION PLANS YELM, WA yF do 0 / i C i /L-/� j-0° ` LIZ, . U YI/ / 3 m d i S o �Op '198• k. � d � I / � i 40' O 40' 80' SCALE: 1 " =40' Scale FEET N q� SITE e BERRY VALLEY RD PQ 5` oa � 1 5� yoS�gN A[� �O NI BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YL, RECORDED UNDER AUDITOR'S FILE N0, 4212931 VICINITY MAP NTS SHEETINDEX 9 SHEET NO. DRAWING N0. I DESCRIPTION 1 CV1 COVER SHEET 2 EC1 TESC PLAN 3 EC2 TESC DETAILS 4 SP1 HORIZONTAL CONTROL & PAVING PLAN 5 GD1 GRADING AND DRAINAGE PLAN 6 GD2 NOTES AND DETAILS 7 UT1 UTILITY PLAN 8 UT2 UTILITY PLAN NOTES AND DETAILS 9 UT3 UTILITY NOTES AND DETAILS VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: Development Service.-. Engineer APPROVAL EXPIRES: m z 0 F U 0 0 z 0 z s w U W 9 rro, � I UN Z s o z U O Q> � N m � LLI W O 2 N m orf � Lu Q W Z z D ° O U Q y � m� Z o 0 m U U O rr^^ U/ �DVV A OF �1, OF WA, f Q� zo z mo a S EGrsr LPe � S10NAL 911 2014 DESIGNER: JEG LCS APPROV0 BY: JEG DATE'. 9115/2014 JOB No: 995.02 DRAWING PILE E. 995.02 CVI.dwg CV1 No: 1 Cn rro, � I Z O C¢/) LLI €z 2 Q 1= orf � Lu Q W Lu R�: L I� O U Q y EL O �DVV A OF �1, OF WA, f Q� zo z mo a S EGrsr LPe � S10NAL 911 2014 DESIGNER: JEG LCS APPROV0 BY: JEG DATE'. 9115/2014 JOB No: 995.02 DRAWING PILE E. 995.02 CVI.dwg CV1 No: 1 3 4 r# ` "Y rro, 3 4 r# ` "Y SEC 24, T1 7N, R1 E, WM x a 1 3RASS 5D FIN T'IF I , v 4fs > .EI'7D) P i„ 2 - '� "' N'o. 1252] e 341, 1, 1, Av OF 1 - 345.12 a A S E t I 41 AD ONE 1., r 'E 340 1 12 TS NIN %L 34? _ _ _ - - - - _ - _ - _ _ - YELM AVE W (SR 510) o JI 1 -Fe_ - a - - GL - -p —__ 'F ..P.. 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I 0 II' 0 I II �I I I I I LJ Ll I �I II z z II I I I III J s 0I w N U N Q m a o a UD c % 0 n m E ` CALL BEFORE YOU DIG (811) H� N 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 a% 48 HOURS PRIOR TO ANY EXCAVATION. i' 346 ,N i L- ��� r'� I I RD RID z `7A v f ` �. (\ f IM M -4 4 I ( I -- ------ - BANK ." I 3 h �I V FF: 347.0 - r ujl I m� I I (�C I. •O m 0 0 � I SAWCUT,ASPHALT EDGE - -- - °) �.� -341' -- -LEASE J rx. -34e FF:347.0 FTl '6 COMM RM z ° FF:347.0 Ar � x 345.��/' I I 4� SAWCUT AND REMOVE ASPHALT TO INSTALL CONCRETE CROSSWALK � I Z I ° II it 3 I �ON ON m 0 0 � I SAWCUT,ASPHALT EDGE - -- - °) �.� -341' -- -LEASE J rx. -34e FF:347.0 FTl '6 COMM RM z ° FF:347.0 Ar � x 345.��/' I I 4� SAWCUT AND REMOVE ASPHALT TO INSTALL CONCRETE CROSSWALK 0 o l 0 3 it ro-EWMI1560,00.11 ME d HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YI-, RECORDED UNDER AUDITOR'S FILE NO. 4212931 0 20 40 SCALE IN FEET I rnrnin. PROPERTY LINE -- - - - - -- ----- - - - - -- EXISTING CONTOUR — — — — PROPOSED CONTOUR — 13-11-0— 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 LIMITS, 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION & 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. 8. 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. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: Development Service, Gginccr APPROVAL EXPIRES: 0 0 s z Y a d z w r � I Z I Zk i it 3 I �ON ON 'I Un m O m Z W 'F, z� tl , m w 0 W 6! I rI II' I I II �I I I I I LJ Ll I �I II z z II I I I III J 0 o l 0 3 it ro-EWMI1560,00.11 ME d HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YI-, RECORDED UNDER AUDITOR'S FILE NO. 4212931 0 20 40 SCALE IN FEET I rnrnin. PROPERTY LINE -- - - - - -- ----- - - - - -- EXISTING CONTOUR — — — — PROPOSED CONTOUR — 13-11-0— 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 LIMITS, 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION & 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. 8. 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. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: Development Service, Gginccr APPROVAL EXPIRES: 0 0 s z Y a d z w r IOWA <zoo ,STE VAL JEG 1 BY LCS VED BY JEG 911512014 995.02 VG FILE No 995,02 EC1.dwg JG No EC1 No: 2 OF c Zk W N >I �ON ON Un m O m Z W 'F, z� Q , m w 0 W 3m° L u in m Q w LL z Ll u z z g ,,, a J a Q 0I w N U N Q m o z° °FF UD 0 m ro IOWA <zoo ,STE VAL JEG 1 BY LCS VED BY JEG 911512014 995.02 VG FILE No 995,02 EC1.dwg JG No EC1 No: 2 OF c Zk >I z m ° Q J J Q Z_ Lu x w 0 W L u LL ! � Q } Ll 0I IOWA <zoo ,STE VAL JEG 1 BY LCS VED BY JEG 911512014 995.02 VG FILE No 995,02 EC1.dwg JG No EC1 No: 2 OF 3 i 0 0 V i i i i E m= 00 v� EROSION CONTROL NOTES: SILT FENCE: 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD, THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WRE MESH WITH 1/2 -INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4 -TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE ORE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH NTH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH, 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION NTH 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 NTH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED MEN 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 OFF -SITE PROPERTIES. 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJE(;T /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 (;IVIL 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 YELIM 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 INAT 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 MORIE 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 SYSTEMS, OR OFF -SITE PROPERTIES. 14. TRACKING OF SOIL, MUD, OR DEBRIS OFF -SITE WILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED ONTO A PUBLIC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUT /FILL SLOPES,. 16. ALL SEEDED OR `.SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE, AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION, 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 19. ALL TEMPORARY (EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE 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 "THIN SEVEN (7) DAYS. SEC 24, TI 7N, R1 E, WM GRATE FRAME OVERFLOW BYPASS SEDIMENT AND DEBRIS FILTERED WATER GEOTEXTILE CB FILTER, PER MANUFACTURER'S SPECIFICATIONS CROSS SECTION • NOT TO SCALE SYSTEM I?11I:F� ISOMETRIC VIEW REFERENCE'. BOB SCJ ALLIANCE STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON,2009 C220 DATE: 0512013 STORM DRAIN INLET PROTECTION w/ CB FILTERS 2x2 WOOD POST FENCING MATERIAL POLYPROI UV 1'- 0" MIN. 2 STAPLE TOP TIE SELF- LOCKING TIE - NYLON 616 (MIN. GRADE), r 50# MIN. TENSILE STRENGTH, UV STABILIZED COLOR FENCING MATERIAL L STEEL T -BAR POST JOINTS IN FILTER FABRIC SHALL BE SPLICED AT NI POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO m ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USE Z( STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2 "x14 Ga WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED Q U) , Z J 0 Q II o it O I LU Q ZW U o EE EE 8 t, 0 } T \ d uBURY BOTTOM OF FILTER \ \yI MATERIAL IN 4 "X4" MIN 3 °C TRENCH 4 "x4" MIN TRENCH, PROVIDE 3/4" TO 1 -1/2" WASHED to 6' -0" MAX ROCK OR NATIVE BACKFILL POST SPACING MAY BE INCREASED TO 8' IF 2 "X2" WOOD POSTS, STEEL MIRE BACKING IS USED FENCE POSTS, OR EQUIVALENT w . REFERENCE: BOB §CJ ALLIANCE STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA. WASHINGTON 12009 0233 DATE: SILT FENCE 0512013 Z W SELF- LOCKING TIE - NYLON 616 (MIN. GRADE), 50# MIN. TENSILE STRENGTH, UV STABILIZED ENVIRONMENTALLY 2' -0" SENSITIVE AREA BOUNDARY 2-2 WOOD OR STEEL T -BAR POST 1. Post shall have sufficient strength and durability to support the fence through the life of the project. CONSTRUCTION FENCING NTS vW WORK AREA APPROVED FOR CONSTRUCTION BY: bate: Development Se"i J' H ineer APPROVAI. EXPIRES: 0 a 0 w 0 Y a z w w U NI vw m C7 PROTECTED Z( 'D` AREA Wm vW WORK AREA APPROVED FOR CONSTRUCTION BY: bate: Development Se"i J' H ineer APPROVAI. EXPIRES: 0 a 0 w 0 Y a z w w U F� s Q� zo Z v ¢ w q nxmo a 2 S FGL ST ERE l SAONAL V 11612014 DESIGNER, JEG LISS APFRWED BY: JEG DATE: 911 512 01 4 JOB No'. 995.02 DRAWING FILE N¢ 995.02 EC2.dwg EC2 3 OF NI m C7 Z( Wm Q U) , Z J 0 Q J CD z O U LU Q ZW U o ?N Q } W d 3 °C to J w . g a � Z W loll ¢ m Z Jo Zm o� U[ U a (n 0 W F� s Q� zo Z v ¢ w q nxmo a 2 S FGL ST ERE l SAONAL V 11612014 DESIGNER, JEG LISS APFRWED BY: JEG DATE: 911 512 01 4 JOB No'. 995.02 DRAWING FILE N¢ 995.02 EC2.dwg EC2 3 OF NI C7 Z( Q U) , Z J 0 Q J CD H LJLJ O LU Q U mm LJLJ i- Q } d J F� s Q� zo Z v ¢ w q nxmo a 2 S FGL ST ERE l SAONAL V 11612014 DESIGNER, JEG LISS APFRWED BY: JEG DATE: 911 512 01 4 JOB No'. 995.02 DRAWING FILE N¢ 995.02 EC2.dwg EC2 3 OF CONSTRUCTION NOTES ID 10 +52.71, 239.65 L, 10.00' RADIUS POINT (RP) SEC 24, T1 7N, R1 E, WM ----------- - - - - -- �! -- TA:11 +82.68, 245.19' L i f N: 596045.1007 ® f E: 1111517.4141 f f f f f TA:12 +20.00, 0.00' N: 590919.7694 o E: 1111731.4249 N 00 r I 77 U ,©� I CORNER ENHANCEMENT TO BE y Z f 1 f 1 SUBMITTED W LANDSCAPE -P --a ° - B C CONSTRUCTION PLANS � Z1 137.18'- -- 10 LANDSCAPE BUFFER....__ 6 10 +47.84, 210.46 L. 5.00' RP ` fl _. -6 _ - _ L=5:00\'�9 N50'23'28.60 "W 11 +26.88, 215.77' L, 10.23' RP 19 ® f 11 +38.37, 210.93' L, 29.50' RP w- .__ wq --- El 16' r _ 15' v 1 11 +48.20, 187.14' L, 19.70' RP C 6� - © { STA: 10 +42.69, 245.34' L am 11 +28.31, 193.30' L, .50' RP I ll g II 8 � � 10 N:595936.4203 z 0 11 +24.10, 194.54' L, ANGLE POINT (AP) ROOM ® E:1111429.1795 11 +23.86, 192.04" L, AP 40' EX ASPHALT 31 11 +02.32, 193.27'3' L, 1.25' RP DRIVE AISLE 10 o h7 11 +02.33, 179.77 L, 1.25' RP wil it /- DRIVE AISLE 11 +24.12, 181.04' L, AP --- - - -- -- -- ------ ---- - --- 12 -7.67' --- - -� 11 +19.84, 178.53' L, AP 3 13 z 11 +28.33, 179.80' L, .50' RP 30' EX ASPHALT 14 4' Y K Q 11 +00.95, 202.51 L, 35.00' RP r 15 10 +42.93, 185.54' L 8 16 10 +42.95, 175.95' L, AP 0 17 10 +63.09, 176.00' L, AP NEW BANK 58' 18 10 +63.14, 132.03' L, AP 3 LJ 19 10 +43.14, 132.04' L, AP 20 10 +69.67, 100.48' L, AP 21 10 +84.03, 100.50' L, AP 22 10 +84.01, 112.74' L, AP o 0 10 +69.64, 134.04' L, AP ® U 10 +83.99, 121.88' L, AP 0 10 +69.90, 174.98' L, AP -ti-LL 26 10 +91.26, 161.00' L, AP 27 11 +01.84, 167.01' L, BUILDING CORNER 84.5' 28 11 +43.18, 167.06' L, BUILDING CORNER 29 11 +59.85, 161.07' L, BUILDING CORNER 7 30 11 +53.88, 129.83' L, 64.53' RP 0 31 11 +59.92, 89.07' L, BUILDING CORNER 32 11 +43.26, 89.06' L, BUILDING CORNER 41 2 11 +28.61, 79.06' L, AP SIDEWALK N LL-- z ® 11 +52.28, 69.07' L, AP U � w I] z U 11 +24.95, 62.04' L, BUILDING CORNER ° 36 0 10 +67.95, 61.98' L, BUILDING CORNER p `" ° 10 +58.96, 92.44' L, AP 38 Hu 10 +52.97, 100.46' L, AP III' J z 39 Z a 10 +52.94, 43.42' L, MATCH EXISTING WALK 40 11 +28.61, 43.49' L a D 41 10 +97.89, 121.26' L a 42 10 +97.90, 112.78' L Q U° 0 U/ i o U f 8 E CALL BEFORE YOU DIG (811) h N Q THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL o VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING o THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF N% 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, T1 7N, R1 E, WM ----------- - - - - -- �! -- TA:11 +82.68, 245.19' L i f N: 596045.1007 ® f E: 1111517.4141 f f f f f TA:12 +20.00, 0.00' N: 590919.7694 o E: 1111731.4249 N 00 r I 77 U ,©� I CORNER ENHANCEMENT TO BE y Z f 1 f 1 SUBMITTED W LANDSCAPE -P --a ° - B C CONSTRUCTION PLANS A 21 � ANN r rmr 137.18'- -- 10 LANDSCAPE BUFFER....__ 6 r ` - _. -6 _ - _ L=5:00\'�9 N50'23'28.60 "W 16 19 f w- .__ wq --- - - "- 16' r _ 15' v 1 \L C 6� - -�� = r� { STA: 10 +42.69, 245.34' L am 72..__�y I ll g II 8 � � 10 N:595936.4203 z 0 ROOM 30 E:1111429.1795 40' EX ASPHALT 31 �f 30' EX ASPHALT DRIVE AISLE 9 o h7 wil /- DRIVE AISLE - --- - - -- -- -- ------ ---- - --- -7.67' --- - -� 3 z 30' EX ASPHALT .. 4' Y K Q DRIVE AISLE r 8 O 0 NEW BANK 58' 4, K� "1� 3 LJ 33 Y 6 o U -ti-LL 84.5' w 7 7 wm 41 2 LL-- z - - - -- U � w O m D A 21 I � ANN r rmr ewrrr.�rr° r ` \\tea rrrrrrr r rrrm WAN L=5:00\'�9 15 16 19 f 4 �. o ' R =5.00' 1 \L . ys• st { STA: 10 +42.69, 245.34' L am COMMUNITY 8 ' N:595936.4203 z 0 ROOM o E:1111429.1795 I II L L=5:00\'�9 15 16 19 o ' R =5.00' { STA: 10 +42.69, 245.34' L am COMMUNITY 8 N:595936.4203 z 0 ROOM o E:1111429.1795 40' EX ASPHALT -- o.. DRIVE AISLE o h7 wil j�CIE z 30' EX ASPHALT .. Y K Q I II L L=5:00\'�9 15 16 19 o ' R =5.00' { STA: 10 +42.69, 245.34' L am 8 N:595936.4203 z 0 o E:1111429.1795 40' EX ASPHALT -- o.. DRIVE AISLE o h7 / z 30' EX ASPHALT .. Y K Q DRIVE AISLE r STA:10 +43.48, 45.00' L N: 595810.9261 E:1111585.3466 J _',1 5 �, � I 'I 3 $ LLJ ' I M O D cf) 3 rn N co w `._'III Q 3 p b, N21 1�___MLI a_ M�__L_ I 10' LAfSCAPE BUFF R I I II I II � 9 II I j I I I II I I II I 3 3 q STA:110 +00.00, 0.00' N: 590748.8183 + E: 1111592.9483 IIU 3 � 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 C('_CAIf1• ASPHALT PAVEMENT CONCRETE PAVEMENT BARRIER CURB 116- ADA PARKING STALL XX CONSTRUCTION NOTES: 1. CONSTRUCT ASPHALT PAVING PER PARKING LOT SURFACE DETAIL ON SHEET GD2. 2. CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE SITE PLAN FOR WIDTHS AND DETAIL 4 -11 ON SHEET GD2. 3. CONSTRUCT CONCRETE BARRIER CURB PER DETAIL 4 -13 ON SHEET GD2. 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 ARCHITECT PLANS FOR DETAILS AND SPECIFCATIONS. 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 GD2. 9. INSTALL DIRECTIONAL PARKING LOT ARROWS. 10. INSTALL PARKING LOT LIGHTING. SEE ARCHITECT DRAWINGS FOR SPECIFICATIONS. 11. INSTALL MONOLITHIC SIDEWALK AND CURB. SEE DETAIL ON SHEET GD2. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 r IOWA TO DF WAS Q Imo o FGT STE" S2o QU E JEG DRAWN BY LCS APPROVED BY JEG DATE. 9115'2014 JOB N. 995.02 APPROVED FOR CONSTRUCTION DRAWING FILE No 995.02 SPI dwg BY: Date: oRAWNG No: De, opmeN Servicr_� Iinglnwr SP1 APPROVAL EXPIRES: SHEET No 4 OF 9 am z 0 F a U O o z .. Y K Q r 0 3 w U -ti-LL m wm z U � w O m D z U Q j N o m 0 w `" ° Hu III' J z LL z Z a '`' V a D N V Z ° U° U/ f 8 I Q C7 c I z a Q z Cn J Q z O Of _ Qf LLI { a Z 0 3: O LL- g Q J d > F- O O OE r IOWA TO DF WAS Q Imo o FGT STE" S2o QU E JEG DRAWN BY LCS APPROVED BY JEG DATE. 9115'2014 JOB N. 995.02 APPROVED FOR CONSTRUCTION DRAWING FILE No 995.02 SPI dwg BY: Date: oRAWNG No: De, opmeN Servicr_� Iinglnwr SP1 APPROVAL EXPIRES: SHEET No 4 OF 9 SEC 24, T1 7N, R1 E, WM 1 1 1 1 BRA � P ^T ^!UMt d TYPE SO CR TY C I 1 1 I (THIJR5 >TON v f ,144', r'✓ s s,.- �•� 111IM 348 42 (o'" O, CONI R s t 345.12 8 AOS SE 1 1 ti1� S4<.75 S ti'N E 344.69 12 "ADS NW 1 I ELEVATION' = 31 1. ?:i6 — — _ — — _ _ — _ — — — -- — _ — — — — _ — — — — YELM AVE W (SR 510) o i I� - 'DD_ b't���� 3 l_P-r _ 0.1-. p P �T - - — L� -- ���� ; - -'— \W r , ( IC 343 76 . "a S SW I I I I I I I I I 11 I I I -.... -- I! i I Li IE 3438 6P✓t, -- IF 3438., 6"PvL Na "" D ----- p 0 w H pi_ - -_ _. 347:0 i it O 81 346,64 346.5 - M TCHI EX LLI S., BANK '' - 1.009.. 3927 O IL 7-1 1 6�'I ;' IIF — - — 03 3 460 LF 6" PVC ROOF DRAIN. CONNECT TO EXISTING h #I S 6" AT PROPERTY LINE. VERIFY INVERT PRIOR TO IOC CONSTRUCTION & INSTALL AT 2% MIN. SLOPE a CONTACT ENGINEER IF MODIFICATION IS NECESSARY. 0 o ii Q A 3, W 346. as — J MATCIH EX� MATCH EX,J 1345.7 345:1 o ! I o I I I 6 i o /T o I I - I I I I I I I I I 11 I I I -.... -- I! i I I I I I I 23481 347:0 i O 81 346,64 346.5 - M TCHI EX LLI S., BANK '' - 1.009.. 3927 O bA� FF: 347.0 � 346.67 4 4 03 3 460 LF 6" PVC ROOF DRAIN. CONNECT TO EXISTING h #I S 6" AT PROPERTY LINE. VERIFY INVERT PRIOR TO IOC CONSTRUCTION & INSTALL AT 2% MIN. SLOPE a CONTACT ENGINEER IF MODIFICATION IS NECESSARY. 0 III ~ -. 346.25 346.94 -_ -- -. -- LSE LEASE v� 346.56 34s li ' CALL BEFORE YOU DIG (811) .s FF: 347.0.. " 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 o THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF a% 48 HOURS PRIOR TO ANY EXCAVATION. W 346. as — J MATCIH EX� MATCH EX,J 1345.7 345:1 o ! I o I I I 6 i o /T o I I MATCH EX- 344.63 ti 7/1'1 H '1 ! IJj 0 0 II I I I I T�9 ` 346.67 .- \ —_ - - -_ -345— •.. S51'12'53.98 "E (I MATCH EX 200.34' 344.0 MATCH EX 344.3 �I I W L W---- LW3j MATCH' EX`, i 3414.35 MACH IEX 34 .20 h' I. I I ! L,4 I I I Ira 'I II i I A I 1 1¢ 3 3 0 3 0 I BASIS OF BEARING: HELD BEARING SYSTEM OF BINIDING SITE PLAN NO. BSP -08- 0347 -YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 0 LEGEND: 20 40 SCALE IN FEET 348.0-/ FINISHED GRADE SPOT EL - - - - - -- EXISTING CONTOUR — — — — PROPOSED CONTOUR RD 6" PVC ROOF DOWNSPOUT SYSTEM • ROOF DRAIN c 6" CLEANOUT ® AREA DRAIN STORMWATER NOTES: INt ANYKUVLU LAGLt PLAZA SIUKMWAILR SYSTEM WAS DESIGNED TO ACCOMMODATE ALL STORMWATER RUNOFF FROM THE EAGLE PLAZA DEVELOPMENT, THIS PROJECT WILL SHEET FLOW ITS IMPERVIOUS ASPHALT AREA TO EXISTING CB'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. CONTRACTOR SHALL COORDINATE FINAL DOWNSPOUT NUMBER AND CONNECTION LOCATIONS NTH ARCHITECT. ROOF DRAINAGE TIGHTLINE SHALL BE 6" PVC 0 1.0% MIN. SLOPE. IF THIS CAN NOT BE MAINTAINED CONTACT ENGINEER. AREA DRAINS: CONTRACTOR SHALL COORDINATE WITH LANDSCAPE ARCHITECT TO LOCATE TWO AREA DRAINS BETWEEN BUILDING AND EXISTING SIDEWALK. AREA DRAINS SHALL BE CONNECTED TO ROOF DRAIN TIGHT LINES SHALL BE 6" PVC ® 1.0% MIN. SLOPE. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTTON BY: Date: Dcvclopmcnl 9crvlccs Enginccr APPROVAL EXPIRES: Z Q J w (D Q Z Z Q C7 Z_ Q v m F U O K 0 c� z Y Q a 0 z w S JEG U Z V 0I^ U/ n2p1c 61E VAL BT LCS VED BY JEG 911512014 o 995.02 w PILE No 995.02 GD1.dwg JG No GD1 No 5 of I z oc, do z x � ✓,m � a 310 w LL u u z a z�a zlvui Q m z° 0 a Q 0 z O H z x w r tP IO - \\ 4� 23481 347:0 . -.- 346 81 346,64 346.5 - M TCHI EX LLI S., BANK '' - 1.009.. 3927 �� 34.9I bA� FF: 347.0 � 346.67 4 4 03 460 LF 6" PVC ROOF DRAIN. CONNECT TO EXISTING #I 6" AT PROPERTY LINE. VERIFY INVERT PRIOR TO IOC CONSTRUCTION & INSTALL AT 2% MIN. SLOPE 1 'l CONTACT ENGINEER IF MODIFICATION IS NECESSARY. III ~ -. 346.25 346.94 -_ -- -. -- LSE LEASE 346.56 34s li ' .s FF: 347.0.. MATCH EX- 344.63 ti 7/1'1 H '1 ! IJj 0 0 II I I I I T�9 ` 346.67 .- \ —_ - - -_ -345— •.. S51'12'53.98 "E (I MATCH EX 200.34' 344.0 MATCH EX 344.3 �I I W L W---- LW3j MATCH' EX`, i 3414.35 MACH IEX 34 .20 h' I. I I ! L,4 I I I Ira 'I II i I A I 1 1¢ 3 3 0 3 0 I BASIS OF BEARING: HELD BEARING SYSTEM OF BINIDING SITE PLAN NO. BSP -08- 0347 -YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 0 LEGEND: 20 40 SCALE IN FEET 348.0-/ FINISHED GRADE SPOT EL - - - - - -- EXISTING CONTOUR — — — — PROPOSED CONTOUR RD 6" PVC ROOF DOWNSPOUT SYSTEM • ROOF DRAIN c 6" CLEANOUT ® AREA DRAIN STORMWATER NOTES: INt ANYKUVLU LAGLt PLAZA SIUKMWAILR SYSTEM WAS DESIGNED TO ACCOMMODATE ALL STORMWATER RUNOFF FROM THE EAGLE PLAZA DEVELOPMENT, THIS PROJECT WILL SHEET FLOW ITS IMPERVIOUS ASPHALT AREA TO EXISTING CB'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. CONTRACTOR SHALL COORDINATE FINAL DOWNSPOUT NUMBER AND CONNECTION LOCATIONS NTH ARCHITECT. ROOF DRAINAGE TIGHTLINE SHALL BE 6" PVC 0 1.0% MIN. SLOPE. IF THIS CAN NOT BE MAINTAINED CONTACT ENGINEER. AREA DRAINS: CONTRACTOR SHALL COORDINATE WITH LANDSCAPE ARCHITECT TO LOCATE TWO AREA DRAINS BETWEEN BUILDING AND EXISTING SIDEWALK. AREA DRAINS SHALL BE CONNECTED TO ROOF DRAIN TIGHT LINES SHALL BE 6" PVC ® 1.0% MIN. SLOPE. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTTON BY: Date: Dcvclopmcnl 9crvlccs Enginccr APPROVAL EXPIRES: Z Q J w (D Q Z Z Q C7 Z_ Q v m F U O K 0 c� z Y Q a 0 z w S JEG U Z V 0I^ U/ n2p1c 61E VAL BT LCS VED BY JEG 911512014 o 995.02 w PILE No 995.02 GD1.dwg JG No GD1 No 5 of I z oc, do z x � ✓,m � a 310 w LL u u z a z�a zlvui Q m z° 0 a Q 0 z O H z x w r tP IO PROPERTY LINE VINEEL STOPS COMPACT MARKING DPERTY F (ual WHE METAL OR PLASTIC TRAFFIC MARKING PROPERTY RANTED HORSESHOE MARKING SYMBOL 4 -0 AtYjvL VKADE HANDICAP MARKING WHEEL STOPS n i I STALL. MARKINGS AND WHEEL STOP LOCATIONS APPROVED DWG. NO. -; _ CI - C Y E'JNEER DATE 4 -24 DES. 9N01. CI<D_ i DATE S-c a �c ?i2f4i6 o U m - 5 5' U ED W 0 6 48.75" 60° W CONCRETE m W SIDEWALK U16 0 a 42" 0 60° ACCESSIBLE PARKING SYMBOL p LOCATE AT EDGE OF PARKING SPACE NOTES: 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED. s STRIPING AND SYMBOL (PAINT) NTS w a 0 w N CALL E ` BEFORE YOU DIG (811) THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL N VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF a% 48 HOURS PRIOR TO ANY EXCAVATION. s I/c �t"R 1 /2 "R a a �n a d A a. m s o G � e G � < 7? I i CCEE1t{_N7 CGNEEETE BARRIER CURB 1"R G G 4 _ e SEC 24, T1 7N, R1 E, WM 6 1 /2" T /2,.R �d <a d 1 e A CEMENT CONCRETE BARRIER CURET AND OIJTTER e n e c a CEMENT CONCRETE RO(I„FD CURB AN6 GUTTER NOTES I. EXPANSION JOINT MATERIAL TO BE 3/8° THICK PREMOLOED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. OVRM ANN COLORADO INSPECTION REQUIRED BEFORE POURING CONCRETE, 3. EXPANSION JOINTS T6 BE PLACED ON IF CENTERS, 4" WIDE, WHITE PAINT LINES FACE OF CURB MANUFACTURED 4° WIDE, WHITE WHEEL STOP PAINT LINES (TYP) 20' ADA PARKING STALL NTS I /2 "R CITY OF YELM DEPT, OF PUBLIC WORKS CEMENT CONCRETE C—URGS APPROVED DWG, N0. PUBUC WORKS DIRECTOR DATE 7 DES. DWN. SKY GATE S -C S -C S -C 3/15/94 EXPANSION / JOINT �4CORE MARK PLANTER STRIP (AS REQ.) CURB & GUTTER -__ SIDEWALK PLANTER STRIP 5 MIN (AS REOJ EDGE AROUND EACH PANEL -BATCH FINISH EXPANSION JOINT NOTES: I. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED HUNT FILLER LULL THICKNESS OF CONCRETE, L L(BM AND SJBGRADE INSPECTION REQUIRED PHILTRE POURING CONCRETE, 3 SCORE MAFR.S SHALL BE ±1PlO WIDE BY JP le DEEP, FOR SIDEWALKS OVER 8' Of WIDTH, .A LONGITUDINAL SCORE MARK SHALL BE INSIDE ALONG CENTER OF WAIF, 4, EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS, EYPA14SION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. ALL SIGNS SHALL COMPLY WITH 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 PAVING 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. CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT C0NCRETE SIDEV A ALI•`t APPROVED DWG. NO 4 q PUBLIC WORKS DIRECTOR DATE DES DWN, ADD, GATE S -C S -G S -C 10/3; 94 0 I 2" CSTC -1 3" CLASS �8" 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) up 2" CSTC -1 6" CONCRETE PAVEMENT 0 �8" 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. PEDESTRIAN CROSSWALK NTS U m - 5 5' EXPANSION / JOINT �4CORE MARK PLANTER STRIP (AS REQ.) CURB & GUTTER -__ SIDEWALK PLANTER STRIP 5 MIN (AS REOJ EDGE AROUND EACH PANEL -BATCH FINISH EXPANSION JOINT NOTES: I. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED HUNT FILLER LULL THICKNESS OF CONCRETE, L L(BM AND SJBGRADE INSPECTION REQUIRED PHILTRE POURING CONCRETE, 3 SCORE MAFR.S SHALL BE ±1PlO WIDE BY JP le DEEP, FOR SIDEWALKS OVER 8' Of WIDTH, .A LONGITUDINAL SCORE MARK SHALL BE INSIDE ALONG CENTER OF WAIF, 4, EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS, EYPA14SION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. ALL SIGNS SHALL COMPLY WITH 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 PAVING 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. CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT C0NCRETE SIDEV A ALI•`t APPROVED DWG. NO 4 q PUBLIC WORKS DIRECTOR DATE DES DWN, ADD, GATE S -C S -G S -C 10/3; 94 0 I 2" CSTC -1 3" CLASS �8" 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) up 2" CSTC -1 6" CONCRETE PAVEMENT 0 �8" 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. PEDESTRIAN CROSSWALK NTS m m U U ED W 0 6 W CONCRETE m W SIDEWALK MONOLITHIC CURB NTS II RESERVED PARKING ® THIS SIGN TYPICAL AT � ALL ACCESSIBLE PARKING SPACES �# a 5/16" 0 STANDARD VAN R7 -B GALVANIZED OR ZINC PLATED SQUARE OR HEX BOLT NTH ACCESSIBLE V2' NUT (TYR X 2) PENALTY SIGN WITH WORDING 12" X 9" BREAK AWAY AS REQUIRED BY STATE CHANNEL POST ACCESSIBLE PARKING STALL SIGN_ NOT TO SCALE SEE DETAIL ABOVE FOR DIMENSIONS SEE SEPARATE SECTION FOR ASPHALT SURFACE DEPTHS AGGREGATE BASE COURSE COMPACTED TO 909 MAX. DENSITY APPROVED FOR CONSTRUCTION BY: Date: Dcvclopmcnl SO.... I EoCHI APPROVAL EXPIRES: a rn F 0 w 0 c� K C5 3 S U C7 J Q H W Z Q C) W H- O Z W Z /0In U/ EGUTe s y 0NAI EEG GRAM BY: LES PPROKD BT JEG DATE: 9/1512014 JOB No'. p 995.02 DRAWING TILE No 995.02 cD2 awa I DRAWING No GD2 ra z O rn r 0 z " G 3�0 m w w u u z g�< e Z a z�u AD m Z O `^ a Q 0 n ro z O R- C7 z_ x w r 1N 0 z k D. . . . . i F, -D ----- D ----- 0 20 40 D 3y L SCALE IN FEET 7 P--- --P ---- -P- P - - - -P k — — — — — — — — — --- 137. '`k50'23", w— - IS10 0 All, 3�6 Q ,E -143 /� 12"AW, E 343 81 SE J-5 34385 NI4V I I. D ----- D D ----- ---- 2 IL o SEC 24, T1 7N, Rl E, WM 1 FIRE HYDRANT — TEE ss— THRUST BLOCKING JEG GATE VALVE III WATER METER In] DCV/RPBA 9/15014 C/) 0 Z W 0 D (T FlyflF 4P •IC SO CB TYPE I 348 42 (SCICIE) < amp DRAWING No `14 4- 72 *A OS > J-RIM IC 345 12 8"ADS SE W 3� � S44 15 12W1 S N'A 1l r 344 -69 12"A,", 14W u ': I uj (D L L u 1,111 LL. u z < -j z - - — — — — — — — — — — — — — — — — YELM AVE W (SR 510) —- j < k D. . . . . i F, -D ----- D ----- 0 20 40 D 3y L SCALE IN FEET 7 P--- --P ---- -P- P - - - -P k — — — — — — — — — --- 137. '`k50'23", w— - IS10 0 All, 3�6 Q ,E -143 /� 12"AW, E 343 81 SE J-5 34385 NI4V I I. D ----- D D ----- ---- 2 IL o 44WA 0 '-p 10 UTILJTY EASEMENT 2 000 NIN NN m W 5 � 7 4 --------------------- - -- VAN jj PROPOSED BUILDING ILIA "NO FIRE SPRINKLER" II ull ch cli > ---------- - - - md m[I-- M --- Y�g r @SEWER CONSTRUCTION NOTES: I. 10+986a, 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 BUILDING TO THE CONNECTION, CONTRACTOR SHALL CONTACT ENGINEER. 2. INSTALL '14 LF 6' PVC SIDE SEWER PIPE. 3. 10+99-04,, 217.45' L INSTALL GRAVITY SANITARY SEWER CLEANOUT. SEE DETAIL ON SHEET UT3. 4. INSTALL 80 LF 6- 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 6" PVC SIDE SEWER PIPE. 7. CONNECT SIDE SEWER TO THE BUILDING AND COORDINATE WITH 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 WITH PLUMBING PLANS FOR FINAL LOCATION. �11-509Q 1162J0' L INSTALL STEP SEWER CONTROL PANEL FOR EXISTING STEP SEWER TANK. SEE DETAILS 7-5 AND 7-6 ON SHEET UT2. VERIFY THE LOCATION IS NOT ADJACENT TO AN INHABITATED SPACE. CONTRACTOR TO FIELD LOCATE EXISTING PUMP CONTROL CONDUIT FROM EXISTING 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 7-9 AND 7-14 ON SHEET UT2 AND UT3. VERIFY PUMP CONTROL FLOAT LEVELS WITH CITY OF YELM PRIOR TO INSTALLATION INTO THE TANK. ' 10' UTILITY 1E -A rr �e BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP-08-0347-YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 —w— WATER LINE 1 FIRE HYDRANT — TEE ss— THRUST BLOCKING JEG GATE VALVE III WATER METER In] DCV/RPBA 9/15014 C/) 0 Z W 0 CD < amp DRAWING No W 3� � J 0) u ': I uj (D L L u 1,111 LL. u z < -j z < < j < D Y, u O o °LL 0 o — I CALL E oo BEFORE YOU DIG (811) 1 1 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. 44WA 0 '-p 10 UTILJTY EASEMENT 2 000 NIN NN m W 5 � 7 4 --------------------- - -- VAN jj PROPOSED BUILDING ILIA "NO FIRE SPRINKLER" II ull ch cli > ---------- - - - md m[I-- M --- Y�g r @SEWER CONSTRUCTION NOTES: I. 10+986a, 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 BUILDING TO THE CONNECTION, CONTRACTOR SHALL CONTACT ENGINEER. 2. INSTALL '14 LF 6' PVC SIDE SEWER PIPE. 3. 10+99-04,, 217.45' L INSTALL GRAVITY SANITARY SEWER CLEANOUT. SEE DETAIL ON SHEET UT3. 4. INSTALL 80 LF 6- 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 6" PVC SIDE SEWER PIPE. 7. CONNECT SIDE SEWER TO THE BUILDING AND COORDINATE WITH 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 WITH PLUMBING PLANS FOR FINAL LOCATION. �11-509Q 1162J0' L INSTALL STEP SEWER CONTROL PANEL FOR EXISTING STEP SEWER TANK. SEE DETAILS 7-5 AND 7-6 ON SHEET UT2. VERIFY THE LOCATION IS NOT ADJACENT TO AN INHABITATED SPACE. CONTRACTOR TO FIELD LOCATE EXISTING PUMP CONTROL CONDUIT FROM EXISTING 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 7-9 AND 7-14 ON SHEET UT2 AND UT3. VERIFY PUMP CONTROL FLOAT LEVELS WITH CITY OF YELM PRIOR TO INSTALLATION INTO THE TANK. ' 10' UTILITY 1E -A rr �e BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP-08-0347-YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 —w— WATER LINE 1 FIRE HYDRANT — TEE ss— THRUST BLOCKING JEG GATE VALVE III WATER METER In] DCV/RPBA SEWER LEGEND ✓ STEP TANK 171 STEP CONTROL PANEL — GRAVITY CLEANOUT ss— STEP SERVICE LINE JEG 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. � 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. Ex] 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 6-1 SHOWN ON SHEET UT2. 2. INSTALL AND EXTEND WATER METER SERVICE FROM EXISTING TAPPING LOCATION TO NEW WATER METER LOCATION. 3. 11+57.53, 236.40' L INSTALL DOUBLE CHECK VALVE ASSEMBLY. SEE DETAIL 6-16 ON SHEET UT2. 4. 11+64.82, 141.08' L CONTRACTOR TO LIVE TAP EX WATER MAIN TO INSTALL NEW 1" DOMESTIC WATER METER AND SETTER. 5. INSTALL 4 LF OF 1" WATER SERVICE LINE. 6. 11+69.87, 140.02' L INSTALL NEW 3/4' DOMESTIC WATER METER AND SETTER. SEE DETAIL 6-1 ON SHEET UT2. 7. 11+69.89, 138.15' L INSTALL 3/4' REDUCED PRESSURE BACK FLOW ASSEMBLY AND PROTECTIVE ENCLOSURE (IE: HOTBOX) CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR IF POWER IS NEEDED FOR HOTBOX HEATER. SEE DETAIL 6-17 ON SHEET UT2. 3. INSTALL 8 LF OF 1" WATER SERVICE LINE. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT @ THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: DY'l,"Ym SLrvl'L F'�' "u APPROVAL EXPIRES- A" TA L JEG (f) DRAWN BY. CD I APPROVED JEG DATE: < 9/15014 C/) 0 Z W 0 CD < amp DRAWING No W 3� � J 0) u ': I uj (D L L u 1,111 LL. u z < -j z < < j < D Y, u z o °LL 0 I 0 1 1 w A" TA L JEG (f) DRAWN BY. CD I APPROVED JEG DATE: < 9/15014 C/) 0 99502 CD < DRAWING No Lu cf) p <c LLI LL. < Lu 0 A" TA L JEG DRAWN BY. LCS APPROVED JEG DATE: 9/15014 JD3 No. 99502 DRAWING FILE No: 995.02 UTi.dwg DRAWING No IT1 Im TABLE FOR FEEDER WIRE RUN GENERAL NOTES (WATER MAIN INSTALLATION): MAXIMUM DISTANCE p12 AWG COPPER 150 FEET 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM 250 FEET y8 AWG COPPER STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD _ 3" 1 "C. 8 -g12 SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. TO STEP TANK - SIMPLEX SOURCE 2. ALL WORK IN CITY RIGHT -OF -WAY REWIRES A PERMIT FROM THE CITY OF YELM. DWG. NO 1'2'C. 13 -,#12 PRIORTO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A TO STEP TANK - DUPLEX PRECDNSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, 42007 TO STEP TANK - TRIPLEX REPRESENTAIIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE OF ASSEMBLY PLASTIC OR CEMENT ORKS DIRECTOR DATE F PUBLIC WORKS DEPARTMENT AT (360) 458 -8410 TO SCHEDULE THE MEETING, THE SIDE VIEW METER BOX CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. Tom- e -s 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 TP 4/2007 EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND Z a MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- j ¢ *PUMP 30.1(5)B. CONTROL PANEL GARAGE POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE WALL SHIM. ETC. To GARAGE WALL REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR ACCOUNT FOR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT DIFFERENT TYPES PUMP CONTROL Q z° STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. m 3/4" PVC (CONTRACTOR TO POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES). SHALL MEET THE CONDUIT FORM BOTH CONDUITS '< 0 o REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN AS SHOWN FOR BOTH 3/4" LB THE SDR OF 18, DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR w ELECTRICAL GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE o LINE FROM WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF LI? UNDER HOUSE WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE :ONDUIT HYDRANT SPOOLS SHALL BE CLASS 52. TO STEP TANK - IT -� 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS JL j FOOTINGJSTEM SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL TO STEP — J - WALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M k H, KENNEDY, CLOW TANK R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M k H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. 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 INSTALLEDI2' TO 18' UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -IWDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE 'UF' SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE WARE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. B. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERINGOR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10, ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED 'W` 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNEC11ONS 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, THEEXISTNG VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO o 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 LIST" a PREPARED BY THE CITYSINSPECTOR DETAILING 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 - SPECIFICATTONSAND DETAILS SHALL BE ONSITE DURING CONSTRUC110N, 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. i c> a 0 mEI o U E � CALL BEFORE YOU DIG (811) N ' 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 v, 48 HOURS PRIOR TO ANY EXCAVATION. z Im TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE p12 AWG COPPER 150 FEET p10 AK COPPER 250 FEET y8 AWG COPPER 350 FEET lacc orculrwa Norvy TON AVUIIIUNAI INFORMATION). DECAL - SEE SPEC:ICARONS To SILENCE ALARM ) BOLD I8PT. 5' `-PADLOCK WITH COMMON KEY CENTERED ON ^ FURNISHED BY THE CITY PANEL OF YELM & BEDDING -ALARM LIGHT AND DWC. NQ. SILENCE BOTTOM _ 3" 1 "C. 8 -g12 FROM POWER TO STEP TANK - SIMPLEX SOURCE F)� DWG. NO 1'2'C. 13 -,#12 ES TO STEP TANK - DUPLEX 1'2 "C, 17 -,y12 42007 TO STEP TANK - TRIPLEX SEC 24, T1 7N, R1 E, WM NOTE DEPT. OF PUBLIC WORKS TYPICAL PUMP PANEL ON DEPENDING ON MANUFACURER TRENCH & BEDDING CONTROL PANEL DWC. NQ. _ 3" PUBLIC WORKS DIRECTOR OATS 6 -15 5E5. OWN. F)� DWG. NO A-' ME ES JEG �_� 42007 • OF ASSEMBLY PLASTIC OR CEMENT ORKS DIRECTOR DATE F SIDE VIEW METER BOX Tom- e -s JEG TP 4/2007 Z a a U1Q j ¢ *PUMP CONTROL PANEL GARAGE CONTRACTOR TO WALL SHIM. ETC. To GARAGE WALL ACCOUNT FOR DIFFERENT TYPES PUMP CONTROL Q z° OF SIDING PANEL m 3/4" PVC (CONTRACTOR TO ¢ o= CONDUIT FORM BOTH CONDUITS '< 0 o AS SHOWN FOR BOTH 3/4" LB CONDUITS) STAINLESS STEEL TWO w ELECTRICAL HOLE STRAPS AS o LINE FROM TO ELECTRICAL REQUIRED TO SECURE LI? UNDER HOUSE PANEL CONDUIT TO WALL EXISTING GROUND :ONDUIT TO STEP TANK - IT -� JL j FOOTINGJSTEM \ ,°y TO STEP — J - WALL TANK I ., I TO STEP TANK * LOCATON OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PPR DWG. N0. G PUBLIC WORKS ❑IRFCTnR HAZY 7 - 5 JY I JEG I TP APPRpt MFTFR BOX LID - 'MISSTATES BCF -1416 BOX- 'MISSTATES BCF -14168 *OR PRE APPROVED EOOAL SERVICE SADDLE ROMAC 2025 OR ROCKWELL 313 METER BOX. z a z I "x I" FORD GRIP JOINT CORPORATION STOP TYPE al 3 FB }TCi I" PLASTIC LINE (USE 200 PSI - OR7 PHILLIPS GRISCO PIPE 5100 POLYETHYLENE PIPE) 28 SLOPE TO BOX I 24" TO EDGE OF -BOX! e �Ja 14 GAUGE INSULATED COPPER TONING µIRE WRAPPED AROUND THE PIPE (SEE GENERAL NOTES NO Z)- I FORD 661- 444 -G. GRIP 221 /2 JOINT BY I.P THREADS. BRASS BUSHING 1'X1/j"- "X12' BRASS NIPPLE - 1- I", I' FORD GRIP JOINT CORPORATION STOP TYPE FB 1101 SERVICE SADDLE NOTES: 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS AND GRIP. 2, ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS. METER -T CHECK VALVE 14" 12" 12" FORD VBH 72 -15W 3/4" COPPER METER SETTER WITH CHECK VALVE AND UNION NUT UT AO SWIVEL FOR 1 CONNECTING 1" IRON PIPE OR EOUaL 3/4"" SINGLE METER SERVICE APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 6 -1 DES. CKD..... ES JEG TP RESTORATION DEPTH TRACE TAPE 12" TO 18" UNDER VARIES ME FINAL GRACE. TRENCH BflCKFILL --/ TRACER WIRE (SEE GENERAL SEE NOTE 1, 2, 3 jIPT➢v�cS9avav (WATER NOTES NO. 7) ms &CODING MATERIAL SEE NOTE 4 UNDISTURBED SOIL NOTES: 1, A MINIMUM COVER OF T5 SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS, 2 NATIVE BACKFILL SHALL CONSIST OF CRUSHED. PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT REAP &Y COMPACT, 3. NATIVE TRENCH BACKFEL MATERIAL SHALL BE SORTED OR SCREENED 50 THAT THE MAXIMUM AGGREGATE SHALL 15 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND UP OTHER CITY APPROVED EQUAL NO SUBSTURORS WILL BE ALLCWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFOL SHALL MEET THE WSOOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. Cl FY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPR4� DWC. NQ. _ 3" PUBLIC WORKS DIRECTOR OATS 6 -15 5E5. OWN. CKD. A-' ME ES JEG TP 42007 BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 {TS -8 e .e .._ 0 TOP NEW L �4 IN, E?8 .$?O bV -/6 /hFOa ° o °fl6c$°g =0�'i,ClOr °- od °R�t�Pi>`\ zq (BELOW GROUND INSTALLATION) GRAVE1.1 2" MIN, NOTE. ALL ITEMS SHALL COMPLY WITH THE FOLLOWtiNG - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH GROUND. DESIGNEG FOR BACK STPHONAG£ AND BACK PRESSURE. THOROUGHLY RUSH LINES PRIOR TO If15TALLADON OF TACK FLOW PREVFNTER - NO GALVANHED PIPF BEFORE ASSEMBLY 714E OCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WA SHINGTpN ME GROUND PROVIDED ALL CLEARANCES ARE MET DEP 1, OF PUBLIC WORKS - 'TO NOT INSTALL IN AN AREA SUBJECT TO FLOODING VALVE SHALL fiE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONS. THE BACK FLOW ASSEMBLY SHALL BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MOOD _ A PLUMBING PERMIT IS REQUIRED, APPROV DWG. NO c _ 6 -16 PUBLIC WARNS DIRECTOR TAT[ DF. S. OWN. - KE, DATE KR JEG TP 4/2007 PLASTIC LOW_ MATERIAL LIST: GRAVEL BASE 2' THICK 1, SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (CS.B.S. APPROVED) 7. RELIEF VALVE 8. TESTS COOKS 9. DRAIN TO DAYLIGHT IO:PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. 19, DIAMETER OF PIPE AND FITTINGS = 9. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. P. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT ®THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT ND.1252 ELEVATION = 347.206 'LAN PROFILE o' XiN TO BUILDING OR IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER DWG. NO. YORK$ DIRCCiOR OeTr I 6-17 U'AT1. CKD. KR I JEG TP APPROVED FOR CONSTRUCTION BY: Date: Dcvclopmrnt Snvilss EnEfnecr APPROVAL EXPIRES: rn ILI 0 F= O w 0 c9 z 0 z w s U ti WW m U� m W Z ' C \I 1 Q ^ D w 3 °0 FXIS T'G { GROUND TEST COCKS RESILIENT SEATED (4 REO'O) � 6" MIN. SHUTOFF VALVES 3 e" MAR � C2 REOby �1 _ 3" i (2 REQ'D J NO GALVAN2ED Pifif ON !NISI SLOE fi' MIN. • OF ASSEMBLY PLASTIC OR CEMENT SIDE VIEW METER BOX Tom- e -s PLASTIC LOW_ MATERIAL LIST: GRAVEL BASE 2' THICK 1, SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (CS.B.S. APPROVED) 7. RELIEF VALVE 8. TESTS COOKS 9. DRAIN TO DAYLIGHT IO:PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. 19, DIAMETER OF PIPE AND FITTINGS = 9. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. P. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT ®THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT ND.1252 ELEVATION = 347.206 'LAN PROFILE o' XiN TO BUILDING OR IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER DWG. NO. YORK$ DIRCCiOR OeTr I 6-17 U'AT1. CKD. KR I JEG TP APPROVED FOR CONSTRUCTION BY: Date: Dcvclopmrnt Snvilss EnEfnecr APPROVAL EXPIRES: rn ILI 0 F= O w 0 c9 z 0 z w s U ti WW m U� m W Z ' C \I 1 Q ^ D w 3 °0 C/) J W (D II � Z � Q Z ZQ U) � c/) Q z _ 0 Q l Q Z W � Z LL_ � I J J Q H- I q 920J0 F1__�l y�c TONAL JEG J BY. LCS IVES By JEG I 9115/2014 995.02 !G FILE NO 995.02 UT2dwg I Ic No: "1 UT2 NO: 8 of 9 I �5) ( 5) w Z a a U1Q j ¢ ¢ � z z° U� ° °d a 0 ro � I J J Q H- I q 920J0 F1__�l y�c TONAL JEG J BY. LCS IVES By JEG I 9115/2014 995.02 !G FILE NO 995.02 UT2dwg I Ic No: "1 UT2 NO: 8 of 9 I �5) ( 5) q 920J0 F1__�l y�c TONAL JEG J BY. LCS IVES By JEG I 9115/2014 995.02 !G FILE NO 995.02 UT2dwg I Ic No: "1 UT2 NO: 8 of 9 I �5) ( 5) CITY OF YELM GENERAL CITY OF YELM GENERA SANITARY SEWER NOTES: SANITARY SEWER NOTES CONTID: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND 12. EROSION CONTROL MEASURES SHALL IBE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO 30" THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, RISER PREVENT INFILTRATION OF EXISTING AIND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. Lu BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). i ALL NON TRAFFIC BEARING LANKY STANDARD DETAIL 7 -14 FOR 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE LEAVE SUFFICIENT CONTROL DEVICES (MUTCD) AS RECLINED, Q CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. AS SHOWN. BALI VALVE a PUMP REMOVAL SHALL BE WITH 12" BELOW 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY THE CONTRACTOR SHALL ALL CONNECDONS SHALL BE MADE WITH PLANS ON CONSTRUCTION SITE AT ALL TIMES. NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 21'r OR 24" PVC r RISER RIBBED PVC 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE RENEWED AND APPROVED BY THE CITY OF YELM. 4. A PRECONSTRUCDON MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF GROMMETS 14 GhUGE OF CONSTRUCTION. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE OF ELECTRICAL CONDUIT TONING ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP S /4" EY CONDUIT SEAL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO TT CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF RISER PLACING STEP MAIN IN SERVICE, POWER SOURCE THE TAP. E oo CALL BEFORE YOU DIG (811) STANDARD 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO o DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS, IT THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF ALARM I FVFL3S, SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED v% 48 HOURS PRIOR TO ANY EXCAVATION. 48 HOURS PRIOR TO ANY EXCAVATION. OEDUN.ANT ASSEMBLY AS SET INSPECTIONS. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 18 PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. B. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC 19 IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A ICH CAN BE DETECTED BY A NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP, S SWITCH MUST BE LOCKABLE SAID SAID STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, PADLOCK. WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, "D" 20. ST INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE OR APPROVED DEPARTMENT IS REQUIRED PRIOR THE INSPECTION. EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR, ITEMS NEEDING INSPECTION ARE: 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE A) TANK INSTALLATION, IE;BEDDING INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, AND LOCATION METAL CORE BACKING MARKED "POWER ". TAPE SHALL BE FURNISHED BY THE CONTRACTOR. B TANK INFILTRATION EXFILTRATIO N TEST C) S.S. PRESSURE TEST 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN D) SERVICE LINE PRESSURE TEST ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). E) FINAL INSPECTION 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 AS REQUIRED. PUMP CONTROL PANEL AND POWER MFTER MUST BE MOUNTED TO A HOT DIPPED GALVANIZED UNI- STRUT, FROM HOUSE 3 v i 0 CAP T'H PR IN PROTECTED AREA AREAS REDO HE AREAS LAWNS. FTC) Y D' SAIL REWIRE SERMICE BOXES (CARSON OR RICH) ABOVE SEVERE EXISTING GROUND - 14 GA. COPPER TWINE WEE WRAP ONCE AROUND CLEANWT STANDPIPE SWEEPING ?EE FERNCO COUPLING OR APPROVED EQUAL FER.NCO COUPLNG OR APPROVED :DUAL TW OF STEP TANK BAFFLE IYPICAI- CONNECTION DWG N0 RKCS DI¢ -Fr CR 1A! 7- 1 0 SEE CITY OF YELM STANDARD EX RIM = 347.22 I APARATUS FOR PRESSURE TESTING SERVICE SPECIFICATIONS FOR INSTALLATION s OF BIOTUBE AND PUMP SYSTEM. 30" i RISER SEE CITY OF YELM STANDARD Lu DETAIL 7 -9 FOR DUPLEX PUMPING i ALL NON TRAFFIC BEARING LANKY STANDARD DETAIL 7 -14 FOR Q FLOAT SETTINGS. F1" VALVE ASSEMBLY 5 LEAVE SUFFICIENT t ORIENT BALL VALVE Q IMRE ?0 ALLOW FOR AS SHOWN. BALI VALVE a PUMP REMOVAL SHALL BE WITH 12" BELOW ELECTRICAL SPLICE BOX %ITN CORD GRIPS uD z < ALL CONNECDONS SHALL BE MADE WITH HEAT SHRINK BUTT CONNECTORS 21'r OR 24" PVC r RISER RIBBED PVC RISER W/LID SLOP[ GROUND AWAY FROM RISER-, / EC GROMMETS 14 GhUGE OF 10" FROM TOP OF RISER TO LC 1/ dN OF ELECTRICAL CONDUIT TONING INSTAL M S /4" EY CONDUIT SEAL TONING WIRE - INSTALL T TT `a� S ELECTRICAL CONDUIT TO RISER POWER SOURCE E oo CALL BEFORE YOU DIG (811) STANDARD THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION INLET TEE AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING o UOUID THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF ALARM I FVFL3S, VORENCO TANKS v% 48 HOURS PRIOR TO ANY EXCAVATION. OEDUN.ANT ASSEMBLY AS SET FINISHED GRADE 30 "D RISER- ALARM HIGH LEVEL - LAG ON /OPF (4.5" DRAWDOWN ON TO OFO 6 LEAD ON /OFF 6' I (4.5" DRAWDOWN ON TO OFF) 6" LOW LEVEL ALARM REDUNDANT OFF 040 6" MIN. BEDDING 25" SEC 24, T1 7N, R1 E, WM CITY OF YELM SEWER ADDENDUM: 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BE FIBERGLASS TANKS MFG. BY EITHER CONTAINMENT SOLUTIONS INC. OR XERXES INC. 2. ALL FIBERGLASS STEP TANKS SHALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS NTH "DEAD MEN" SIZING AND MATERIALS FOR DEAD MEN AND STRAPPING SHALL BE PER THE MFG. RECOMMENDATIONS. 3. BUILDINGS SERVED BY STEP SEWER, UTILIZING ON SITE 'BACK -UP" GENERATORS FOR POWER OUTAGES MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WILL ALSO BE SUPPLIED POWER BY THE AUXILIARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG BY BRYANT FOR USE WITH THE CITIES PORTABLE AUXILIARY GENERATOR. 5. ALL STEP TANKS LESS THAN 3000 GALLON SHALL HAVE ONE 4" HOLE IN THE DIVIDER BAFFLE CENTERED AT 20" ABOVE THE FLOOR OF THE TANK, STEP TANKS SIZED AT 3000 GALLON SHALL HAVE ONE HOLE IN THE DIVIDER BAFFLE CENTERED AT 26" ABOVE THE FLOOR OF THE TANK. 6. ALL 'TRAFFIC BEARING' SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES. 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. B. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE "MINI SAAR" SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE. 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE 2" PIPING FOR THE SERVICE LINE. 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60" AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. NOTE TO CONTRACTOR: 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. FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPROi+�D� DWG. NO. PUBLIC WORKS DIRECTOR EGTpR DATE 7-14 DES. WN. D. A JY JEC TP 4/2007 ALL ELEVATIONS TO BE VERIFIED BY CONTRACTOR BEFORE CONNECTION. EX RIM = 346.96 EX to NOTES: ® HOLD DOWN STRAP CLIP 4 HOLD DOWN STRAP LOCATION Q TYPE "13" LIFT LUG - SO TYPE "13" LIFT LUG - HD F EMERGENCY STORAGE 18" BELOW LIQUID LEVELI 2/3 TANK VOLUME EX RIM = 347.13 EX 24" RISER 5.0" WORKING VOLUME Y BAFFLE WALL DETENTION VOLUME BOTTOM OF TANK = TO BE RIF 24' -n" 12'x 12'x 12' DEADMW 1/3 TANK N VOLUME 12'x 12'x 12' DEADMAN EXISTING 8,000 GALLON STEP TANK NOT TO SCALE SEE CITY OF YELM STANDARD EX RIM = 347.22 DETAILS AND TANK MANUFACTURE APARATUS FOR PRESSURE TESTING SERVICE SPECIFICATIONS FOR INSTALLATION EX OF BIOTUBE AND PUMP SYSTEM. 30" RISER SEE CITY OF YELM STANDARD Lu DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMENTS. SEE ALL NON TRAFFIC BEARING LANKY STANDARD DETAIL 7 -14 FOR Q FLOAT SETTINGS. 1/3 TANK N VOLUME 12'x 12'x 12' DEADMAN EXISTING 8,000 GALLON STEP TANK NOT TO SCALE ORIFICE PERIMETER OF VAULT DIA, PVC FLOW INDUCER s. PVC SIGNORE '- SUBMERSIBLE EFFLUENT GRENCO TURBINE 10 GPM P.10 0511 081 PUMP WITH THE MATERIAL FOR DUPLE%, TRIPLEX, AND CLASS i DIU.SION 1 S.Q POWER CABLE AND INSTALLATIONS WILL VARY THE CONTRACTOR SHALL MEET THE 1/8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. CITY OF YELM DEPT. OF PUBLIC WORKS _ TYPICAL_ SIMPLEX STEP TANK INSTALLATION jJ PROff,D DWG. NO PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD. DATE JY JEG TP 4/2007 FLOAT ON E FLOAT OFF FROM BOTTOM OF TANK FROM BOTTOM OF TANK STEP TANK VOLUMES DETENTION VOLUME: 5,145 GALLONS WORKING VOLUME: 526 GALLONS EMERGENCY VOLUME: 2329 GALLONS 1/2n 3/4" RAISED SQUARES, 3/4" APART, 1/8" HIGH ❑ El ❑ El \\ ❑ El ❑ � \\� E-1 ❑ ��/ 1/2" WIDE, 1/8" HIGH ���❑ // RAISED BORDER 1" 1° N 12" m " FIBER JOINT B u / 1/2" PACKING 4 3 4" 45" BEND 47- 11 (V 1 1/4' L 8" % O PLUG 6 INCH SEWER CLEANOUT NTS APPROVED FOR CONSTRUCTION BY: Date: Development SJ,i... fnglneco APPROVAL EXPIRES: 0 a 0 w 0 z Y K a 0 z 3 s T a�- USE Y UNION TO CONNECT TESTING J APARATUS FOR PRESSURE TESTING SERVICE FIBERGLASS LID Q o � STAINLESS STEEL Uo� AND NEOPRENE CASKET Lu 18" MIN RISER FE'GHT TYPICAL WITH ALL NON TRAFFIC BEARING LANKY OIAPVC HOSE AND Q x � m � F1" VALVE ASSEMBLY a LEAVE SUFFICIENT t ORIENT BALL VALVE Q IMRE ?0 ALLOW FOR AS SHOWN. BALI VALVE LL PUMP REMOVAL SHALL BE WITH 12" BELOW ELECTRICAL SPLICE BOX %ITN CORD GRIPS uD z < ALL CONNECDONS SHALL BE MADE WITH HEAT SHRINK BUTT CONNECTORS 21'r OR 24" PVC r RISER RIBBED PVC RISER W/LID SLOP[ GROUND AWAY FROM RISER-, / EC GROMMETS 14 GhUGE OF 10" FROM TOP OF RISER TO LC 1/ Ih'5ULATEb ORE OF ELECTRICAL CONDUIT TONING INSTAL M S /4" EY CONDUIT SEAL TONING WIRE - INSTALL T RISER `a� S ELECTRICAL CONDUIT TO RISER POWER SOURCE E LUENT DISC'- OE STANDARD INLET TEE 2-PART EPDXY, USE RFOR TANK UOUID ADAPTOR FOR CONCRE ?E ALARM I FVFL3S, VORENCO TANKS 1" PVC FLOAT OEDUN.ANT ASSEMBLY AS SET BY CITY OF YELM ORIFICE PERIMETER OF VAULT DIA, PVC FLOW INDUCER s. PVC SIGNORE '- SUBMERSIBLE EFFLUENT GRENCO TURBINE 10 GPM P.10 0511 081 PUMP WITH THE MATERIAL FOR DUPLE%, TRIPLEX, AND CLASS i DIU.SION 1 S.Q POWER CABLE AND INSTALLATIONS WILL VARY THE CONTRACTOR SHALL MEET THE 1/8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. CITY OF YELM DEPT. OF PUBLIC WORKS _ TYPICAL_ SIMPLEX STEP TANK INSTALLATION jJ PROff,D DWG. NO PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD. DATE JY JEG TP 4/2007 FLOAT ON E FLOAT OFF FROM BOTTOM OF TANK FROM BOTTOM OF TANK STEP TANK VOLUMES DETENTION VOLUME: 5,145 GALLONS WORKING VOLUME: 526 GALLONS EMERGENCY VOLUME: 2329 GALLONS 1/2n 3/4" RAISED SQUARES, 3/4" APART, 1/8" HIGH ❑ El ❑ El \\ ❑ El ❑ � \\� E-1 ❑ ��/ 1/2" WIDE, 1/8" HIGH ���❑ // RAISED BORDER 1" 1° N 12" m " FIBER JOINT B u / 1/2" PACKING 4 3 4" 45" BEND 47- 11 (V 1 1/4' L 8" % O PLUG 6 INCH SEWER CLEANOUT NTS APPROVED FOR CONSTRUCTION BY: Date: Development SJ,i... fnglneco APPROVAL EXPIRES: 0 a 0 w 0 z Y K a 0 z 3 s T a�- 40 0 H J_ t `~ J W I w Q o � Uo� Lu z z O Q x � m � a 3�0 Q m w = LL U Z z < z I H` T 0 z� � m U a EC o m I n t � 40 0 H J_ J Q Lu z O Z � Q = U 40 0 H J_ DESIGNER. JEG DRAWN BY LG9 APPROVED BY /1 DATE: 9ne/z91a JOB No: 995.02 I DRAWING PILE 995.02 UT3.dwg DRAWING No UT3 SHEET No: 9 OF Y 9 allA M v 0 n N m 3 a v 0 4 tt PLANT SCHEDULE 7 REE5 ON BOTANICAL NAME COMMON NAME GONT GAL SIZE 3 AGER PLATANOIDES 'CRIM50N SENTRY' 'CRIMSON SENTRY' MAPLE B S B 15"GAL 8' -9'H X 3' -4'W oVO T GHAMAEGYPARI5 NOOTKATENSIS 'GREEN ARROW' 'GREEN ARROW' ALASKA CEDAR B 6 B OTTO LUYKEN' L 6'- V HT. O 9 GBRIMSON PY6M 'BARBERRY 'GREEN ARROW'ALA5KA 5+ • F I _o 0 'MMA61G GARPET 5PIREA U o 3 GORNUS KOUSA 'SATOMI' 'SATOMI' DOGWOOD B 8 B L5 "GAL b' - 8' HT. 6' - 8' HT. 0 4 MAGNOLIA 5RANDIFLORA 'EDITH BOSUE' 'EDITH B06UD MAGNOLIA S$ B S "GAL 0 3 PYRU5 GALLERYANA CHANTICLEER' CHANTICLEER' PLWRG PEAR B B B 1.5 "GAL 8' -9H X 3' -4'W SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING b AZALEA X 'MOTHER'S DAY' 'MOTHER'S DAY' AZALEA 2 GAL ®3' 38 AZALEA 'HIND- CRIMSON' 'HINO-GRIMSON' AZALEA 2 GAL ® B O.C„ 90 BERBERS THUNBER611 'GRIM50N PYGMY' 'GRIM50N PYGMY' BARBERRY 2 GAL ® 5'O.(;, 0 36 GORNUS 570LONIFERA 'KELSEYI I' KELSEY DOG WOOD 2 6AL 6 3'O.C„ O 20 ILEX GRENATA 'SOFT TOUGH' 'SOFT TOUGH' HOLLY 2 GAL o 5'0.C_ k 42 LEUCOTHOE FONTANE5IANA 'LOVITA DROOPING LEUGOTHOE 2 6AL ® 5'0,C„ 17 NANDINA VOME5TIGA 'FIRE POWER' 'FIRE POWER' NANDINA 2 GAL ® 3' O.C), ® 12 PHYSOGARPUS OPLA- IFOLIUS GOFPERTINA' 'GOPPERTINA' NINEBARK 3 GAL o 5' O.C_ 17 PIERIS JAPONIGA 'MOUNTAIN FIRE' 'MOUNTAIN FIRE' PEIR15 B S B 21 " -24" HT. s SPRO. ® 4' O.G. 55 PRUNUS LAUR0GERA5U5 'OTTO LUYKEN' 'OTTO LUYKEN' LAUREL B 6 B 18 " -21" F47. & SPREAD ® 4'0.G. 2 RIESS SANGUINEUM 'KING EDWARD VII' RED FLWR'S CURRANT 5 GAL 4 5 O.Q, O IS SPIRAEA JAPONIGA 'MAGIG GARPET' 'MAGIG CARPET' 5PIREA 1 6AL 0 3' O.C- O 10 VIBURNUM P. TOMENT05UM'5UMMER SNOWFLAKE' 'SUMMER 5NOWFLAKE'VIBURNUM 5 GAL ® 5'O.C_ GROUND COVERS 07Y BOTANICAL NAME COMMON NAME GONT 5PACINS 108 ARGTO5TAPHYLO5 UVA -URSI 'EMERALD CAP-PET' KINNIKINNIGK 1 6AL ® 2.5' C >C. 224 HEMEROGALLI5 X 'STELLA DE ORO' 'STELLA DE ORO' DAY LILY I GAL ®L5' 0.0. - - + 12 NASSELLA TENUISSIMA MEXICAN FEATHER &RA55 I GAL ® 2' OQ, 192 PENNISEIVM ALOPEGUROIDE5 'LITTLE BUNNY' 'LITTLE BUNNY' GRASS I GAL ® 1.5' O.,G, Ib 5ARCOCOCCA HOOKERANA HUMILIS CREEPING SARGOGOGGA I GAL ® 25' Cyr, -. 88 SYMPHORGARPOS X GHENAULTII 'HANCOCK' 'HANCOCK' GORALBERRY I &AL o 25C). c. LANDbGAPt bPtGIFIGATIVNb L REFER TO DETAILS FOR ADDITIONAL INFORMATION 2. CHEMICALLY KILL AND REMOVE FROM SITE ALL EXISTING WEED5 AND VEGETATION NOT SHOWN TO REMAIN ON PLANS. S. DISTRIBUTE IMPORTED SANDY LOAM TOPSOIL (APPROVED BY THE LANDSCAPE ARCHITECT) IN AREAS SHOWN AND AT DEPTHS 'INDICATED FOR GROWNIN& AND BERMIN6 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 BEDS SHALL, BE 2" BELOW TOPS OF ADJACENT CURBS AND PAVEMENT, AND LAWN AREAS SHALL BE 1/2" BELOW TOPS OF ADJACENT CURIES AND PAVEMENT. STRUI FILL AREAS: ANY LAND5GAPE AREAS OCCURRING WITHIN STRUCTURAL FILL ZONES SHALL HAVE SAID STRUCTURAL FILL MATERIALS EXGAVATED TO A DEPTH OF 12" BELOW FINISH GRADES IN SHRUB AREAS AND 6" BELOW GRADE IN LAWN AREA5, AND REPLACED WITH SPECIFIED TOPSOIL. DISPOSE OF EXCAVATED MATERIAL OFF SITE, 4. FINE GRADE ALL LANDSCAPE BED5 PRIOR TO PLANTING OPERATIONS. 5. NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF LAND5GAPE ARGHITEGT /OWNER. b. 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 ARGHITEGT 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 LINEyR FEET (1.5' ON EITHER 51DE OF TRUNK), 24" DEEP, WHERE ANY TREE IS WITHIN 8' OF PAVIN6, CURB OR SIDEWALK. ROOT BARRIER SHALL BE DEEPROOT U5-24. AS AVAILABLE FROM EWING IRRIGATION PRODUCTS, 21015 TACOMA WAY, TACOMA, WA 98409 (253) 4"76 -9530 OR APPROVED EQUAL. 9. SOIL AMENDMENT FOR SOIL PREPARATION AND PLANTING BAGKFILL SHALL BE A SCREENED 5/3" MINUS NITRIFIED WOOD RESIDUAL COMPOST EQUAL TO: A. "SILVER 5PRIN65 TOP GRADE COMPOST" BRAND COMPOST AS AVAILABLE FROM GOR -155 RE50URCFS LAKE TAPP5, WA ('253) 2-19 -9102. B "CEDAR GROVE COMPOST" BRAND COMP05T AS AVAILABLE FROM CEDAR GROVE COMPOST, MAPLE VALLEY, WA (877) 754 -5748. G. PREP /LRI COMPOST AS AVAILABLE FROM RANDLES SAND AND GRAVEL, ING., PUYALLUP, WA (253) 537 -6828. 10. SOIL PREPARATION - (ALL LANDSCAPE AREAS). SPREAD 9 G.Y. OF 51-EGIFIED SOIL AMENDMENT PER 1000 5F. (APPROX. 3" DEPTH) OF AREA. SPREAD 100 LBSACOO SE OF DOLOMITE LIME (IN LAWN AREAS ONLY), 150 L551000 5T. OF A &RICULTVRAL GYPSUM AND 15 LIE5./1000 5F, OF e -8 -8 COMMERCIAL FERTILIZER OVER 501L AMENDMENT. ROTC -TILL ALL OF THE ABOVE TO A & " -8" DEPTH AND &RAVE SMOOTH, GOMPAG7IN6 AS REQUIRED AND REMOVING ALL ROGK5, CLODS AND DEBRIS. 11. BAGKFILL MIX FOR ALL PLANTS (EXCEPT RHODODENDRONS 6 AZALEAS) SHALL BE A BLEND OF I/S EXI5TIN& SITE SOIL, 1/3 COARSE SAND, AND 1/3 SOIL AMENDMENT SPECIFIED IN NO. 9. BAGKFILL MIX FOR RHODODENDRONS AND AZALEAS SHALL CONSIST OF 2/3 ABOVE SPECIFIED BAGKFILL MIX AND 113 FINE GRIND HEM -FIR BARK MULCH. 12. APPLY 05MOCOTE 18 -b -12, 9 MONTH SLOW RELEASE FERTILIZER OVER THE SURFACE OF ALL PLANT PITS AT THE FOLLOWING RA1B5: 7REE5 OVER 10' HEIGHT 2 CUPS TREES UNDER 10' HEIGHT: I GUP ALL SHRUBS EXGEPT 1 GALLONS: 1/2 CUP I GALLON PLANTS: 114 CUP &ROUND COVERS: 1/4 CUP 13. FERTILIZER TABLETS FOR ALL PLANTS SHALL BE A&RIFORM (20 -10 -5) 21 GRAM OR 10 GRAM TABLETS DISTRIBUTED AS FOLLC >W5: ALL TREES: 4 -21 GRAM TABLETS, ALL 5HRU135 (EXGEPT 1 GALLONS): 3 -21 GRAM TABLETS, ALL I GALLONS: 1 -21 SRAM TABLET, ALL 2 -1/4" AND 4" POTF GROUND GOVER5: 1HO &RAM TABLET EACH. SET TABLETS DIRECTLY NEXT TO ROOTBALL. 14. ALL SHRUB AND GROUND COVER BED5 SHALL RECEIVE A 2" DEPTH (6 G.Y. PER 1000 5.F.) OF 'TINE &RIND" HEM/FIR BARK MULCH AS TOP DRESSING. 15. APPLY A GRANULAR PRE - EMERGENT HERBICIDE TO ALL SHRUB AND &ROUNDCOVER BEDS AT THE CONCLUSION OF THE MAINTENANCE PERIOD. DO NOT USE GASARON OR NORASAG BRANDS. 16. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT /OWNER. 1-1. ALL PLANTS SHALL BE GUARANTEED FOR ONE FULL YEAR FROM DATE OF PROJECT AGGEPTANGE. 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 113E RESPONSIBLE FOR PLANTS DYING DUE TO OWNER NEGLECT OR VANDALISM, AFTER THE MAINTENANCE PERIOD. 18, PLANT L15T QUANTITIES ARE SHOWN FOR REFERENGE ONLY. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN CALL -OUTS, AND INSTALLING PLANTINGS PER THE LAND5GAPE PLAN. 5ROUNDCOVER AND /OR MA55 SHRUB QUANTITIES SHALL BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED SPACING. 19. FINAL INSPECTION SHALL OCCUR AT THE GONGLU510N OF A 60 -DAY MAINTENANCE PERIOD. MAINTENANCE PERIOD SHALL COMMENCE UPON GOMPLETION OF ALL LANDSCAPE INSTALLATION AGTIVITIES AND SHALL INCLUDE THE FOLLOWING: A. REMOVE ALL WEEDS OVER I" IN HEIGHT. B. REPLACE DEAD OR UNHEALTHY PLANTS. G. ENSURE PROPER FUNG71ON OF IRRIGATION SYSTEM. D. ENSURE ADEQUATE MOISTURE 15 DELIVERED TO ALL LANDSCAPE BED5 INGLUVIN6 NON - IRRIGATED AREAS. E. FERTILIZE ALL LAWNS AT CONCLUSION OF MAINTENANCE PERIOD. /J 'CRIMSON PYGMY' DROOPING 'MAGIG CARPET' 5P1 'OTTO LUYKEN' LAN 'GRIM5ON SENTRY' MAPLE (5) 'HANGOCK'GORALBERRY (50) ,15ON PYGMY' BARBERRY - (10) 'MAGIC, CARPET' SPIREA- 'MAGIG CARPET' 5PIRE 'LITTLE BUNNY 6RF LA DE ORO' DAl^L 'FIRE POWER' NAND 'HINO- GRIM50K AZAI KINNIKINNI KINNIKI1NNIGK- (11) 'MAGIG GARPET' 5PIREA OATOMI' DO6WOOD- 'HINO- GRIM5ON' AZALEA- (7) '5UMMER SNOWFLAKE' VIBURN_S - OREEN ARROW' ALASKA CEDAR - '5TELLA DE ORO' DAY LILY - (32) KINNIKINNICK- (25) KELSEY DOGWOOD 'OTTO LUYKEN' L KINNIK KELSEY Di 'SUMMER 5NOWFLAKE' VI 'MAGIG GARPET' 'CRIMSON PYGMY' BAf 'LITTLE BUNNY' 'MAGIG A RED K�m ��o11 @$-- TO a R )IET TOUGH' HOLLT1 RE POWER' NANOI < )FT TOUCH' HOLLY ITAIN FIRE' PEIRq LUYKEN' LAUREL :'S DAY' AZALEF '57ELLA DE ORO' DAY LILY - HU 59) TAHOMA BLVD SE -u LUYKEN' ARROW', -E BUNNY' 5PIREA NO 'GREEN ARROW' (1) r7- WALL 5EE Lu ARCH > PLANS, Q TYP. C C W - 'MAGIG CARPE ' 5PIREA (10) oVO LELk OTHOE DROOPIN6 OTTO LUYKEN' L UREL O 9 GBRIMSON PY6M 'BARBERRY 'GREEN ARROW'ALA5KA GED I _o 0 'MMA61G GARPET 5PIREA U o 'CRIM50N PYOWh BARBERRY + . OF MSAGI¢ GARPET SPIREA + + + ++ + + +i +, / (', (GREEN ARROW' ALASKA GEC + - + CRIMSON PY6M BARBERRY /Id1 GRA55 G GARPET' 'ENO- CRIM50N' AZALEA MAGIG GARPET' 5PIREA (I hI I NORTH 0 20 40 60 feet SCALE: t" - 20' 0 Keynotes General Notes: Legend 0 0 N 0 M V r` v a 0 ♦+� so oVO U v. Cn 0 as o 1 O 9 3 •� _o 0 E U o tN•w, V Z N J W W LL Q 7 i Q ,3 W r Q = w U o Z m co 'b z Q J W d > Z w W z Q w } O w w Z w STATE OF WASHINGTON LICENSED SCAPE ARCHITECT 71 ON 02- 002015 u PERMIT 05/29/2014 Revisions CloEing Dot, 1� Sit plan Revisions- 09/16/14 ALL RIGHT RESERVED THESE DRAWINGS ARE THE PROPP Ty OF MSOS A RCHI tECTS AND ARE kOiT BE USED OR REPRODUCED IN ANY MAN ER, WITHOUT PRIOR WR17EN PERMISSIO - Sheet Title IDSCAPE PLAN Sheet No i 11.01 MSGS Pmlect No. 13 -133 i n e 0 3 v °v e a A, VALVE SCHEDULE NUMBER MODEL SIZE TYPE P51 P51 1, POG 6PM PREGIP TORO DZK- 100 -I -MF I" AREA FOR DRIPLINE 34.02 43.63 10.6 -7 0.45 In/h 2 TORO DZK - 'TOO -I -MF I" AREA FOR DRIPLINE 54.35 42.00 8.63 0.45 in/h 3 TORO DZK - 100 -I -MF I" AREA FOR DRIPLINE 3659 45A5 1038 0.45 in/h 4 TORO DZK -- 700 -I -MF I" AREA FOR DRIPLINE 56.82 41.89 12.05 0.45 in/h PVC MAINLINE. TYPICAL OFFSET 2" FROM DRIP VALVE / FILTER / TYPICAL LATERAL HARDSCAPE, 4" FROM REGULATOR. PIPE FROM VALVE PLANTED AREA. ASSEMBLY, SIZE J TYPICAL OFFSET PER PLANS. 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. I " POLYETHYLENE OR PVC TYPICAL �`// Ys START CONNECTION XT TREE W/ TECHLINEMALE ADAPTER. - DRIPLINE SPACING AS �} NOTED. AIR /VACUUM RELIEF VALVE PLUMBED TO TECLINE AT EACH HIGH POINT. BLANK TECHLINE TUBING Li CENTERED ON MOUND OR BERM. A TYPICAL TECHLINE TUBING LATERALS WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 5' O.C. AT CLAY, 4' O.C. AT LOAM, OR 3' O.C. AT SAND. iI LINE FLUSHING VALVE PLUMBED TO PVC OR POLY LINE AT LOW END, irl AS NOTED. END FEED EXAMPLE CENTER FEED EXAMPLE TYPICAL NETAFIM TECHLINE REQUIREMENTS 3 - 1' -0" IRRIGATION SPECIFICATIONS I. THIS PLAN 15 DIAGRAMMATIC; ALL PIPING, VALVES, ETC. SHALL BE INSTALLED IN SHRUB BEDS WHERE POSSIBLE AND SHALL FOLLOW THE PLAN AS CLOSE AS IS PRACTICAL, 2. LOCATE ALL MAINLINES WITHIN THE PROJECT LIMITS. 3. PIPE SIZES ARE CONSTANT BETWEEN PIPE SIZE CALL -OUTS. ALL LATERAL PIPES SHALL BE INSTALLED AT 12" DEPTH AND 24" DEPTH UNDER PAVED AREAS. MAINLINE PIPE SHALL BE INSTALLED AT 18" BELOW GRADE AND 24" BELOW PAVED AREAS. 4. REFER TO DETAILS FOR ADDITIONAL INFORMATION. 5. ALL PIPING AND WIRING UNDER PAVED AREAS SHALL BE HOUSED IN CLASS 200 PVC SLEEVES INSTALLED AT A 24" DEPTH. SIZE SLEEVES AS NEEDED TO ACCOMMODATE PIPE AND WIRES, UNLESS OTHERWISE SPECIFIED ON DRAWING. 6. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. 7, ALL MANUAL, GATE AND ELECTRICAL VALVES AND OTHER UNDERGROUND EQUIPMENT SHALL BE HOUSED IN NELSON, AMETEK OR EQUAL RECTANGULAR VALVE BOXES. 8. NO IN -LINE WIRE SPLICES ALLOWED. SUPPLY VALVE BOXES AT ALL ELECTRICAL JUNCTIONS. TAPE AND BUNDLE WIRES EVERY 25 LINEAR FEET. 9. CONTRACTOR IS RESPONSIBLE FOR COMPLETE SYSTEM DRAINAGE. INSTALL KING BROS. 1/2" AUTOMATIC DRAIN VALVES AT LATERAL LINE LOW POINT(S). INSTALL MANUAL DRAINS AT ALL MAINLINE LOW POINT(5) AND WHERE INDICATED ON PLAN. CONTRACTOR SHALL PROVIDE ADJUSTABLE CHECK VALVES ON ANY IRRIGATION HEAD THAT EXPERIENCES LOW HEAD DRAINAGE. 10. ALL THREADED PIPE CONNECTIONS SHALL BE MADE USING TEFLON TAPE WRAPPED AT LEAST THREE TIMES AROUND PIPE THREADS. II. ALL GATE AND ELECTRIC VALVES SHALL BE INSTALLED WITH UNIONS ON THE DOWNSTREAM END OF THE VALVE (REFER TO DETAILS). 12. ALL PIPE SHALL HAVE A FIRM UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH LINE, FREE OF ROCKS OR DEBRIS, ALL TRENCHES CONTAINING PIPE AND /OR WIRES SHALL BE BACKFILLED WITH CLEAN TOPSOIL, FREE OF ALL LUMBER, RUBBISH AND ROCKS OVER V IN SIZE, OR CLEAN SAND IF CLEAN TOPSOIL 15 NOT AVAILABLE. 13. CONTRACTOR SHALL PROVIDE OWNER WITH ONE SET OF AS -BUILT RECORD DRAWINGS SHOWING EXACT ACTUAL LOCATIONS OF ALL SPRINKLER EQUIPMENT. CONTRACTOR SHALL ORIENT OWNER WITH COMPLETE SYSTEM AND CONTROLLER OPERATIONS, AND WINTERIZATION PROCEDURES. 14. CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT SHOWN ON THE PLANS AND INDICATED IN THE SPECIFICATIONS TO ACHIEVE PROPER OPERATION OF SAID EQUIPMENT. ALL EQUIPMENT INSTALLATIONS, ELECTRICAL AND PLUMBING CONNECTIONS SHALL BE IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES, THESE SPECIFICATIONS, AND THE MANUFACTURERS RECOMMENDATIONS WHETHER INDICATED ON THE DRAWINGS OR NOT. 15. CONTRACTOR SHALL INCLUDE IN HIS BID ONE FALL WINTERIZATION AND ONE SPRING ACTIVATION OF IRRIGATION SYSTEM. THESE ACTIVITIES SHALL BE INCLUDED AS PART OF OWNER ORIENTATION PROCEDURES. ANY DAMAGE TO THE IRRIGATION SYSTEM OR THE LANDSCAPE AS A RESULT OF FAILURE TO COMPLY WITH THESE REQUIREMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 16. CONTRACTOR SHALL GUARANTEE IN WRITING ON HIS COMPANY LETTERHEAD ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE FULL YEAR FOLLOWING ACCEPTANCE OF SYSTEM INSTALLATION. 17. BACKFLOW PREVEN70R SHALL BE INSPECTED AND TESTED BY A CERTIFIED BACKFLOW DEVICE INSPECTOR. PROVIDE OWNER WITH ONE COPY OF APPROVAL CERTIFICATE. SLOPED CONDITION NOTES: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. TECHLINE NORMAL SPACING WITHIN THE TOP y OF SLOPE, 4. INSTALL TECHLINE AT NORMAL SPACING PLUS 25% AT THE BOTTOM 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM Y3 TECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET) DRIPPER SPACING 12" 18' 24" DRIPPER FLOW 0.4 0.6 0.9 0.4 ' 0.6 0.9 0.6 0.9 RATE (GPH) 15 292 233 '175 410 322 247 405 308 �n w 25 397 321 238 558 438 335 553 423 35 486 365 279 656 514 394 649 497 zv 45 520 407 311 732 574 439 725 555 TECHLINE FLOW PER 100 FEET 0.4 GPH DRIPPER 0,6 GPH DRIPPER 0.9 GPH DRIPPER DRIPPER SPACING GPH GPM GPH GPM GPH GPM 12" 40.00 0.67 61.00 1.02 92.00 1.53 18" 26.67 0.44 41.00 0.68 _ 61.00 1.02 24" N/A N/A 31.00 0.51 46.00. 0.77 -LJI A A _- F WHENEVER POSSIBLE. �� F + + Y, OF THE SLOPE. ON A SEPARATE VALVE. I� p � - a ao � J. N A WATER SOURCE: DRIP nn FROM VALVE. A F �F VALVE OR LATERAL L TYPICAL SUPPLY HEADER. F F F TYPICAL TECHLINE ISLAND MEDIAN ISLAND, MEDIAN ISLAND, IRREGULAR AREAS: DRIPPER LINE LAYOUT DOWN SLOPE - 1 DOWN SLOPE - 2 TRIANGULAR TUBING. TYPICAL PVC OR POLY F SUPPLY OR EXHAUST TYPICAL START CONNECTION HEADER. ON EXHAUST HEADER. �~ F LINE FLUSING VALVE ENGTH OF TECHLINE TUBING PLUMBED TO PVC OR �I N AREA CAN NOT EXCEED THE POLY, I, NGTH OF RUN. (-AD- AIR /VACUUM RELIEF START CONNECTION ON �l VALVE, INSTALL AT HEADER, HIGH POINT OF A _ - SYSTEM. _ ADER �- T ® -IN -LINE SPRING CHECK VALVE FOR LOW HEAD DRAINAGE. ]:DE TYPICAL TECHLINE START CONNECTION. EXAMPLES LEGEND IRREGULAR AREAS: PARKING ISLAND TYPICAL LAYOUT ODD CURVES 328413.56 -26 SCALE: 1" = 20' HIN LD 5TATIO Y OF WATER METER/ POINT OF CONNECTION (P.O.C.) - SEE PLAN FOR LOCATIONS) BALL VALVE DOUBLE CHECK VALVE ASSEMBLY (SEE DRAWING FOR LOCATION AND SIZE) QUICK COUPLER MANUAL DRAIN VALVE MAINLINE POINT OF CONNECTION (POC) DETAIL N.T.S. 328409 -02 0 Keynotes JEFFREY B. GLANDER & ASSOCIATES, PLLC General Notes: Legend E 0 +� U 0 0 E U L� 0 N 0 Z a N J a W 0 W LL a .1 FD o� P 0 o as (5 3 0 0 a E 0 Q 3 w r r) s. cc llQ J U Z , O QQ CIO ' 0 < {;Y W > Z W > Z a J W r u -0 Z iu STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT 4 J EVB GL -. RINSE N0.405 E RE'S ON 02 -06 -2015 PERRvIT 05/29/2014 Revision Jasing OAF, Z" ile plan Revisions- 09/16/14 ALLRIG S RESERVED THESE DRAWINGS ARE iHF PRO ERTY OF MSGS ARCHITECTS AND ARE NOE TO BE USED OR REPRODUCED IN ANY MA NER, WITHOUT PRIOR WRITTEN Sheef TiI RRIGATION PLAN I Shee1 Pa 1 9' L ■ 1 .02 I MSGS PNNeC1 No.: $ € 13 -133 i M d m 3 a v 0 e ^� J J v�J CONTINUOUS OUTER ROW OF PLANTS ✓,) SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X" d AREA FOR SPACING ADJUSTMENT 1" CHAINLOCK (2) - BVC WOOD TREE TREE TIES STAKES (8' HT) o 6" �� EDGE OF PLANTING BED .add MIN. �'� 2" MULCH IN BASIN 3.. y + 3" WATER RETENTION o t MULCH 43' BASIN (IN SHRUB + 3, d ' and d - WATERING BASIN BERM 3"" AND GROUNDCOVER I) I: AREAS ONLY) ROOT- III lI FERTILIZER TABLETS + + PLANTING PIT ROOTBALLI _ BALL SHALL BE A _ FERTILIZER TABLETS, DEPTH REMOVE BURLAP FROM _I -� MIN. OF TWICE DEPTH K�_ 3' p " -6" DEPTH II r +.+ DEPTH .. TOP 2/3 OF ROOT BALL.+ + + + + + THE ROOTBALL _� PEEL BURLAP BACK FROM 24" O III BACKFILL SOIL MIX TOP HALF OF ROOT BALL MIN. + +� +� ROOTBALL AFTER PLACING SHRUB IN V V PLANTING HOLE (REMOVE NOTES: + + - ++ ++ + + + .. DIAMETER COMPLETELY IF FIBERGLASS 12' ROOTBALL 12' 1. REMOVE TREATED OR 6.. MI WIDTH IN SYNTHETIC BURLAP TRIANGULAR SPACING WITHIN 2/3 "X' MIN. MIN OR TREATED). COMPLETELY. PLANTING BEq 2. INSTALL 24" DEPTH ROOT PLANTI G PIT- SHALL BE A BARRIER AT THE EDGE OF PLANTING PIT SHALL BACKFILL SOIL MIX BE A MINIMUM OF MINIMUM OF TWICE THE ANY PAVING WITHIN 8 FT. OF TWICE THE ROOT- FOOTBALL WIDTH. TREE TRUNK. SPECIFIED PLANT SPACING-"A' BALL WIDTH INDIVIDUAL PLANTS REPRESENTED AS: + ' TREE PLANTING & STAKING DETAIL 2 PLANT SPACING DETAIL SHRUB PLANTING DETAIL (B &B OR CONT.) N.T.S. 329343 -01 NTS 3293 -01 J NTS 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 ;ASS NIPPLES 6" MIN. Cl}EARANCE PVC MAINLINE BACKFLOW PREVENTOR PEA GRAVEL (INSTALL MIN. 2 CU. FT. BELOW BACKFLOW PREVENTOR) DOUBLE CHECK VALVE (DCVA) NTS 3284 -02 II I 2" PVC SLEEVE x<�xV����y�A�x Q `������ CHAMPION #200 -075 (OR HEAD BRA ND "QVC" ON LID \// �l� ���� EQ.) BRASS ANGLE VALVE MAIN LINE 0 Z 3 � WITH UNION INSTALL AT REDUCING TEE �� / ALL MAINLINE LOW W aQ o za N POINTS TO FACILITATE 3 o O P m gm p T COMPLETE MAINLINE U o z x 0 LEE _.,5 DRAINAGE. - X a Z Z > CL Z FINISHED GRADE. iv . -. 111111 Imo_ 3/4' CLOSE NIPPLE--------/ Y 1 - - -m_� -11 111 0 z QUICK COUPLING VALVE AS 1 SPECIFIED. 3/4" X 3" PROTECTIVE - ' RED. � 6" DEEP LAYER OF 3/4" PVC NIPPLE CRUSHED ROCK. N GRAVEL SUMP - 3" PVC SCHEDULE 80 (2 CU. FT.) NIPPLE. 12" MIN. MANUAL DRAIN VALVE DETAIL NTS 328406 -01 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. - BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. FINISH GRADE. F1��(l W 3 0 m ISOLATION VALVE AS SPECIFIED. FOUR COMMON BRICK SUPPORTS, 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. PVC MAIN LINE. SLIP /THREAD COUPLING. 6" SCHEDULE 80 THREADED NIPPLE. BRASS ISOLATION VALVE 1 1/2' - V -0" 328406.33 -01 20 °X14° JUMBO - ONTROLLER WIRE WITH 30 INCH LINEAR PLASTIC VALVE BOX. LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. PVC TRUE UNION - RCV AS SPECIFIED. BALL VALVE. BASKET FILTER AS SPECIFIED. 2" ABOVE SET BOX FLU AT �5 PPE N RE ON W/ S AS SHRUBS. SPECIFIED. SET BOX FLUSH � PVC UNION W/ SHORT w 0 0 N SCH. t30 RISER. \ SxT TEE W 2" NIPPLE AT MAINLINE. Yz' WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES OUTLET PIPE SAME SIZE – AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. 45* DOWN AS EQ. TO LATERAL D LATERAL PIPE DEPTH. TWO 6X2X16 CONCRETE BLOCK CAPS ONE ON EACH SIDE OF THE BOX. 1" DRIP VALVE W /BASKET FILTER SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED, CONTROLLER AS SPECIE SECURELY BOLT CONTR TO WALL. INSTALL BA( BATTERIES AS REQUIREI GROUND AS PER MFG. SPECIFICATIONS. 112" 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 ouOW GRADE. FINISH GRADE (INCILUDING BED VULCH) 3" MIN.; REFER TO 2" ® SHRUB BEDS,- 1- PLAN FOR SPECIFIC FLUSH ® LAWN AREA -------- BERM & CROWN HTS. SUB -BASE MATERIAL ASPHALT PAVING — �NATIVE SOIL CONCRETE CURES OR TOPSOIL FILL - REFER TO ADJACENT PAVER&NT 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 TWO STAINLESS STEEL CLAMPS. 3294 -01 1/2" X 36" GALV STEEL PIPE. THREE PVC SCH 80 ELLS. 12" PVC SCHEDULE 80 NIPPLE. � QUICK COUPLING VALVE IN BOX 1" = 1' -0" 328409.13 -01 11 1 1/2" = 1' -0" 328406.43 -02 DRIPLINE BARBED ELL. ANTELCO RATCHET CLAMP N0. 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 LOAM, OR 3' O.C. AT SAND. RATCHET CLAMP AT ALL BARBED CONNECTIONS, ANTELCO PART Nd 44345, SOIL DRIPLINE AS SPECIFIED. A SURFACE BANK DRIPLINE TUBING RISER, 3L – LENGTH AS REQUIRED. E -III RATCHET CLAMP AT ALL BARBED III III I,III II II III II�IIII _ _ CONNECTIONS, ANTELCO PART --� I NO. 44345. I 1_ I BLANK DRIPLINE TUBING RISER. "XPANDO" INVERT ADAPTER, ANTELCO "X PANDO" 13MM X 14MM, PART I� NO. 45595. TYPICAL "XPANDO" ADAPTER AT 'J �- NOTE: DRILLED HOLE IN PVC MANIFOLD, TH WI V 131MM ANTELCO "CAPO" RUBBER GROMMET, 1. USE RATCHET CLAMP N0. II 45735. AT ALL BARBED \ RATCHET CLAMP, AS PER DETAIL. CONNECTIONS. DRILL 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, "FORSTNER" DRILL BIT FOR DEBRIS. UNLESS NOTED AS LARGER ON PLAN. ') DRILLING INTO PVC. REMOVE SUPPLY LATERAL LINE DRILL HOLES FOR EXPANDO INSERT ANY EXCESS BURRS OR ROUGH FROM VALVE, SIZE AS ADAPTER AS PER DETAIL. �t EDGES. PER PLANS. TYPICAL DRIPLINE TO MANIFOLD CONNECTION WITH "XPANDO" ADAPTER TYPICAL "XPANDO" 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 10" DIAMETER VALVE BOX. Q HEAD BRA ND "QVC" ON LID N h WITH 2" HIGH CHARACTERS. C 0 Z 3 � aw av / W aQ o za N �o 3 o O P m gm p T M U o z x 0 LEE _.,5 Lu LI - X a Z Z > CL Z FINISHED GRADE. iv . -. 111111 Imo_ Y 1 - - -m_� -11 111 0 J QUICK COUPLING VALVE AS SPECIFIED. - GALV. NIPPLE, LENGTH AS RED. _ 6" DEEP LAYER OF 3/4" CRUSHED ROCK. 10 - 3" PVC SCHEDULE 80 NIPPLE. 1/2" X 36" GALV STEEL PIPE. THREE PVC SCH 80 ELLS. 12" PVC SCHEDULE 80 NIPPLE. � QUICK COUPLING VALVE IN BOX 1" = 1' -0" 328409.13 -01 11 1 1/2" = 1' -0" 328406.43 -02 DRIPLINE BARBED ELL. ANTELCO RATCHET CLAMP N0. 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 LOAM, OR 3' O.C. AT SAND. RATCHET CLAMP AT ALL BARBED CONNECTIONS, ANTELCO PART Nd 44345, SOIL DRIPLINE AS SPECIFIED. A SURFACE BANK DRIPLINE TUBING RISER, 3L – LENGTH AS REQUIRED. E -III RATCHET CLAMP AT ALL BARBED III III I,III II II III II�IIII _ _ CONNECTIONS, ANTELCO PART --� I NO. 44345. I 1_ I BLANK DRIPLINE TUBING RISER. "XPANDO" INVERT ADAPTER, ANTELCO "X PANDO" 13MM X 14MM, PART I� NO. 45595. TYPICAL "XPANDO" ADAPTER AT 'J �- NOTE: DRILLED HOLE IN PVC MANIFOLD, TH WI V 131MM ANTELCO "CAPO" RUBBER GROMMET, 1. USE RATCHET CLAMP N0. II 45735. AT ALL BARBED \ RATCHET CLAMP, AS PER DETAIL. CONNECTIONS. DRILL 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, "FORSTNER" DRILL BIT FOR DEBRIS. UNLESS NOTED AS LARGER ON PLAN. ') DRILLING INTO PVC. REMOVE SUPPLY LATERAL LINE DRILL HOLES FOR EXPANDO INSERT ANY EXCESS BURRS OR ROUGH FROM VALVE, SIZE AS ADAPTER AS PER DETAIL. �t EDGES. PER PLANS. TYPICAL DRIPLINE TO MANIFOLD CONNECTION WITH "XPANDO" ADAPTER TYPICAL "XPANDO" 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 0 I I Q z;3 N h C 0 Z 3 � > / W aQ o N �o • � o O P m E p T M U o `'Q 0 LEE _.,5 Lu LI a 0 STATE OF WASHINGTON LICENSED LAIrDSCAPE ARCHITECT EYE. SLANDER ENSE NO 405 IRES ON 02 -062015 PERMITI 05/29/2014 Revisions Closing Doo ZL Sit plan Revisions 09/16/14 I ALL RIGHTS SERVED THESE DRAWINGS ARE THE PROPERI OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNEf, WITHOUT PRIOR WRITTEN PERMISSION f Sheet Pil { DETAILS:" Sheet No L1. MSGS Project No. 13 -133 Q z;3 N r;w Z > / Q Q N U J 0 J z Qd m a m L:0 W `'Q 0 LEE _.,5 Lu LI a > LLJ Z > CL Z J Y 0 J STATE OF WASHINGTON LICENSED LAIrDSCAPE ARCHITECT EYE. SLANDER ENSE NO 405 IRES ON 02 -062015 PERMITI 05/29/2014 Revisions Closing Doo ZL Sit plan Revisions 09/16/14 I ALL RIGHTS SERVED THESE DRAWINGS ARE THE PROPERI OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNEf, WITHOUT PRIOR WRITTEN PERMISSION f Sheet Pil { DETAILS:" Sheet No L1. MSGS Project No. 13 -133 k L ;I yI M M M I I I I I I I II I I I I I I I I I I I I I I I I I I I I I / I I I� I I I / I I / I I I / I I I / I / I I / I I I I I I I I I 1 � I I I I I I I I I I I u\um\m\o tv i I -SD- � �I�TIII1�I�' 1r^ I C39'+ 20 "W 19999 I i PLANTER w 11 P° BAN 4- m l w MMTHROU H w I PARKING \ ' M > 5 STALLS w I � NEW BANK I of A7.20 \ BUILDING V'l FIN FIN 347.0 X6.9 w II l� ,i \ r COMMUNITY LEASE ROOM SPACE 1 Y» \ M N39_OC31 E 9339 v / /� Lj - L -D-1 - -- ---- - - - - +- m I TAHOMA BOULEVARD SE I PROJECT I \ \ \ NORTH (�)N NEW SITE I I A1.10 1 " =30' — — — — — — — — — — — — — — — — — — — — — — — — — — O Keynotes General Notes: Legend N p n O P T C M N U O O 3 � 0 Q � w r � 00 LLi V :E W C O C) J LD W L 5 3 a Q 3 0 CL W Z o a E p T M U o Q N N U 3 J Q Q � w r � 00 LLi W :E z J LD W L w r a Q 3 J w CL W Z o O I REGISTERED III ARCHITECT r.w OMAS J. SAN FORD SE OF WASHINGTON CONST[UCTION JULY 2014 SET RevlsloUs J Closing Date 1 CP AN REVIEW OMMENTS 9/15/2014 ALL RIGHTS ESERVED THESE DRAWINGS ARE THE PROPER Y OF MSGS ARCHITECTS AND ARENOTi BE USED OR REPRODUCED IN ANV MANN R, WITHOUT PRIOR WRITTEN PERMISSIONI y Sheet Tole Sheet No. Sh ■ • t ■ O 1 MSGS Project No 13 -133 ri —. SD— SD— - SD— r r� TAHOMAIB0UtE ENLARGED SITE 1" = 20' 1 RD SE A1.30 I I O Ln N N NI W W W CQ G J W T" I O Keynotes 1. DOWNSPOUT. 2. CONCRETE WALK. SEE CIVIL DWGS & SHEET A1.30 3. LIGHT FIXTURES. SEE ELECTRICAL DWGS. 4. EXISTING FIRE HYDRANT. 5. CONCRETE DRIVE, BROOM FINISH. 6. RECESS WALK OFF GRATE AND DRAIN. SEEg A 1.30 7. STONE VENEER PLANTER. 8. BICYCLE PARKING. 9, CANOPY OVERHANG AT DRIVE -THRU. 10. 36" STONE VENEER LANDSCAPE WALL WITH PRE- CCONCRETE CAP. SEE 3 A 1 30 11, 8' BENCH. 12. 6" WIDE GRAVEL DRAINAGE TRENCH. 13. TRUNCATED DOME WARNING TEXTURE. 14. BUILDING MOUNTED WALL SIGN BY OWNER, 15. ADA PARKING SIGN CONFORMING TO WASHINGTON STATE ACCESSIBLE PARKING SIGN STANDARD. MOUNTED ON 1 1/2'' 0 ALUMINUM POST SET IN 12 "CONCRETE FOOTING. 16, CAR CHARGING STATION. 17, NEW PAVEMENTSTRIPING ADJACENT TO HANDICAP STALL. 18. 6" CONCRETE CURB. SEE CIVIL DWGS. General Notes: Legend N E V) o 0 Z o � v� P C oaE V 0 °30 U 3 � Z �P, Q Q � W s a0 W 0 3 r\ J � 3 •� o 0 V P w r E p � T ��U o a O N Z N U 3 � Z Q Q � } � a0 W z J Lu LL. w Q 2 Q 3 w r W Z r\ a CL C J O REGISTERED ARCHITECT , 'LT AAS J. SAN ORD OF WASHINGTON CONSTRUCTION JULY 2014 SET RevlSlons Closing Da'e PLjN REVIEW 1 C MMENTS 9/15/2014 ALL RIGHTS R ERVED THESE DRAWINGS ARE THE PROPERT OF MSGS ARCHITECTS AND ARE NOT TO 91 USED OR REPRODUCED IN ANY MANNER WITHOUT PRIOR WRITTEN PERMISSION Sheet TFIB ENL RGED SITE PLAN K heetNo Jh_ ■ .20 SGS Project No. 13 -133