The URL can be used to link to this page

20140164 Signed Civil Plans 10202014 (Olympia Federal Savings)3 0 U N 0 L0 0 0 a i N F- m W U U O Z 0 U U V) Z 0 U I 0 N w V) Q I U C.7 Z En 5 a Of w 0 w J O L0 rn rn �N oc-, O U I Q E V) to N M m �U-) i sU ,ri o 'Z n1A /N F R . PARCEL: 45170000300 .11► ►. OLYMPIA FEDERAL SAVINGS PO BOX 1338 OLYMPIA, WA 98507 SITE ADDRESS: 907 YELM AVE YELM, WA 98597 ZONING: C -1 (VILLAGE RETAIL) CONSULTANTS: CIVIL: SCJ ALLIANCE 8730 TALLON LN NE SUITE 200 LACEY, WA 98516 PH: (360) 352 -1465 FX: (360) 352 -1509 CONTACT: JIM E. GIBSON, PE SURVEYOR: LARSON AND ASSOCIATES, INC. 4401 S 66TH ST TACOMA, WA 98409 PH: (253) 474 -3404 FX: (253) 472 -7358 CONTACT. ROBERT SWIFT, PLS GOVERNING AGENCIES: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -3835 UTILITIES: SEWER /WATER: CITY OF YELM: 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE: LEMAY 2910 HOGUM BAY RD. NE OLYMPIA, WA 98516 ELECTRIC /NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 TELEPHONE: FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE: COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 LEGAL DESCRIPTION BINDING SITE PLAN EAGLE PLAZA BSP LT 3 DOCUMENT 4212931 ; AND A PROPORTIONATE UNDIVIDED OWNERSHIP INTEREST IN THE COMMON AREA, TRACT A. CONDITIONS OF APPROVAL: TO BE ISSUED AT LAND USE APPROVAL CALL BEFORE YOU DIG (811 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TI 7N, R1 E, WM OLYMPIA FEDERAL SAVINGS CONSTRUCTION PLANS YELM, WA 40' 0 40' 80' SCALE: 1"=40' Scale FEET N 9 J SITE 41 �P� V o� BERRY VALLEY RD o� P� 41 ll o� °S�9N �o N BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 01347 -YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VICINITY MAP NTS SHEET INDEX SHEET NO. DRAWING NO. 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 ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 0 0 z 3 w 5 w 1 I< 1 —y1 N 1�1 w w U) uj 0 U SEAL: W UN Z0 Q� w J z F J z U0 W kepWA OF WAS f� Q O O -fl � t Q 42010 p FGISTE�� j�NAL 1011512014 DESIGNER: !I JEG DRAWN BY: C� Z_ Q cn J f w 0 uj LL ^Q I..L J 0 tD 00 am z O z N Ln Q M� �:�o w wLL V Q Ln W J Z Lu N U z u1 cn aM J Z w 0 J � rn a 0 m r- 00 z 0 (D z cn J LL] APPROVED 10Y: JE& DATE: 91152014 JOB No: P 995. 2 APPRO'E OR CONSTRUCTION DRAWING FIE No: 99542 CV1.dwg BY: Date: !(� / DRAWING N Develo rent Se ices Engineer / I CV1 APPROVAL EXPIRES: SHEET No: I 1 OF 9 SEC 24, T1 7N, R1 E, WM SD CB TYPE I BRASS MONUMENT SD CE TYPE t � RIM 347.8G� RIM 348.42 (SOCK%) (THURSTON COUNTY IE 344.5 1"ADS SE [IF 345.12 8 "ADS SE CONTROL POINT No.1252) 1E 344.75 12 "ADS NV IE 344.69 12 "ADS NW ELEVATION = 347.206 Y � L AVE W (SR 510) O o - - - -D - -- o P-------- p ----- P ----- P - - - - -P — - p - - - -- _- - - — — — — ! --——————-—————-—-—--—-——--— II cy) O� SD CR TYPE 1 RIM 346.62$,' I 6- I I C:> , IE 343.76 12 "ADS Sw tii'� �' _ f ' ---° fE .343.81 6 "PVC SE I @ @ �L - -s s" - - - - -- ----- - -�__— = - ~ - - - -- 34� -- — —17----LEASE ' — — � it 3: + iE .343.85 6 "PVC NW I �� - I I ll , - - - -- - - - -- - - -D -- - - I - - -D D - � -- 346 � I� FF: 347.0 tl ' II Q - ---"� RD -' i M I - Mill- -- - M8- - - - -M4 COMM RM cr -- -- - -- - -- w — ; I� I ° FF: 34 -w -- 7.0 I I ! II I F 1 RD i I r I✓ I� h 0 A-- II E I Lz . 345 • I I SAWCUT /ASPHALT EDGE I I I I I I i I I I I I I I I I I I I cj ILI, 0 e ; 0 CALL BEFORE YOU DIG (811 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. I I I I I 'A J) SAWCUT AND REMOVE ASPHALT TO INSTALL CONCRETE CROSSWALK 200.34' � ID I I I- � El V II i ii' r ; CD o' e BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YIL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 0 20 40 SCALE IN FEET I Fr;Fnln• PROPERTY LINE w __ ___ _____________ ___ _____ ___ EXISTING CONTOUR a —' —" — PROPOSED CONTOUR ❑ ❑ ❑ SILT FENCE X X X CONSTRUCTION FENCING 11 INLET 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 SEDIMENTA11ON 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 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 Q CIL U) Lu F- D z 0 Q U O J W H O J C7 Z Y Q d 0 z 3 w 5 w 9 z W UW Zo _Q J z 1 F J z ,J O Z Lu m LwL Q J 0 z 0 rn �L0 Z N 2 Ln 0 w w Li U W J Z�Q Z uN)l V) aM J Z O � L C m r- 00 z 0 c� z LL] �VV I A of was l� �P co s Z 0 � z R 010 0 s FG s -r s10A AL 10/15/2014 JEG DRAWN BY: LCS APPROVED BY: JEG DATE: 9/15/2014 JOB No: 995.02 APPROVED FOR CONSTRUCTION DRAWING FILE No: 995.02 EC1.i BY• Date: l (� ZG 1 DRAWING No: Deve pment ervices Engineer APPROVAL EXPIRES: EC1 SHEET No: 2 E C 0 CV U W C-4 O LO 0 0 Q U z W U O I= Z 0 U V) Z 0 U I 0 N W V) Q x i J CD C z s a N W 0 W W Q a J O N O LO rn C,L) o U U w I E N aC.D V) o :E 00 LO C> i �f2 N 1 Iri o a U / oZ EROSION CONTROL NOTES: SILT FENCE: 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4 -TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL. 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION ENTRANCES: 1. MATERIAL SHALL BE 4" TO 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 THIE 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 EIEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE. B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO STABILIZED ENTRANCE DETAIL. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS /EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND /OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 8. THE CITY OF YELM 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 GRADINQ LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT: A. NO MORE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH 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 PRIOIR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS -TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENT;, 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 REPAII ED, 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 AUTHORIZA11ON FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVIE 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 WITHIN SEVEN (7) DAYS. SEC 24, T1 7N, R1 E, WM GRATE FRAME - - OVERFLOW BYPASS a SEDIMENT AND DEBRIS GRATE GEOTEXTILE CB FILTER, PER MANUFACTURER'S SPECIFICATIONS RETRIEVAL SYSTEM BYPASS ISOMETRIC VIEW NOT TO SCALE 410; REFERENCE: BMP S ALLIAIC C E CONSULTING SERVICES STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON / 2009 C220 DATE: 7 0512013 STORM DRAIN INLET PROTECTION w/ CB FILTERS STAPLE TOP TIE SELF - LOCKING TIE - NYLON 6/6 (MIN. GRADE), r 50# MIN. TENSILE STRENGTH, UV STABILIZED 2X2 WOOD POST FENCING FENCING MATERIAL MATERIAL 1 °I 2' -0" (DESIRAE HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE VESH, AND SHALL BE UV RESIST NT, ORANGE COLOR 1' -0" MIN. (DEEPER FOR UNSTABLE SOIL) STEEL T -BAR POST JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2 "x14 Ga WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED � it - u BURY BOTTOM OF FILTER MATERIAL IN 4 "X4" MIN TRENCH 6' -0" MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED SCJ ALLIANCE CONSULTING SERVICES DATE: 05/2013 SELF - LOCKING TIE - NYLON 16/6 (MIN. GRADE), 50# MIN. TENSILE STRENGTH, UV STABILIZED ENVIRONMENTALLY SENSITIVE AREA BOUNDARY 2X2 WOOD OR STEEL T -BAR POST RA- 0 I N I I _z 0 1 4 "x4" MIN TRENCH, PROVIDE 3/4" TO 1 -1/2" WASHED ROCK OR NATIVE BACKFILL 2 "X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT n REFERENCE: BMP STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON / 2009 C233 SILT FENCE 1. Post shall have sufficient strength and durability to support the fence through the life of the project. CONSTRUCTION FENCING NTS FOR CONSTRUCTION Date: t d a l `1 Deve pment ervices Engineer APPROVAL EXPIRES: /6/�; If } m rn o z 0 U 0 W Of Ckf0 J c� z ]C N 6 0 z z 13 w W W Q:] rk: U U I<I -1NI 1 I 1 1 pWA / 3F WAS r� C) 4Q 42010 p s FGISTE�� ONAL 10/15/2014 JEG DRAWN BY: LCS APPROVED B JEG DATE: 9/15/2 14 JOB No: DRAWING FILEPNo: 995.02JEC2.dwg DRAWING No: C2 SHEET No: of 9 W CD z W 00 00 ((0 O rn � Q z_ Uz N p rn D W Q �o ZW U_ zN LJL C G Q rn `Q 11 I W °U `+ J 0 ,:Mw 0 '� J0 U z aL,)Q Z W � J z Q / J zLrl)lN In M Q J O Z (.0 rn U U oa ~ V1 0 M r- 00 pWA / 3F WAS r� C) 4Q 42010 p s FGISTE�� ONAL 10/15/2014 JEG DRAWN BY: LCS APPROVED B JEG DATE: 9/15/2 14 JOB No: DRAWING FILEPNo: 995.02JEC2.dwg DRAWING No: C2 SHEET No: of 9 W CD z ((0 O J � Q z_ W � _ D W Q LU C/) LJL C G ~ LL1 CL J 0 pWA / 3F WAS r� C) 4Q 42010 p s FGISTE�� ONAL 10/15/2014 JEG DRAWN BY: LCS APPROVED B JEG DATE: 9/15/2 14 JOB No: DRAWING FILEPNo: 995.02JEC2.dwg DRAWING No: C2 SHEET No: of 9 3 0 a N O 0 Q i F_ M W U O 0 Z 0 U 'Y Z 0 U I O N W N Q S i wJ r I z 5 Q J a W W 0 Q a J O N O L0 a) U� a� In c i_ o U w = O U la E V) aN 0� N Lj V / O Z CONSTRUCTION NOTES 01 10 +52.71, 239.65 L, 10.00' RADIUS POINT (RP) 12 10 +47.84, 210.46 L, 5.00' RP 0 11 +26.88, 215.77' L, 10.23' RP ® 11 +38.37, 210.93' L, 29.50' RP 0 11 +48.20, 187.14' L, 19.70' RP U) O © 11 +28.31, 193.30' L, .50' RP (D 0 11 +24.10, 194.54' L, ANGLE POINT (AP) � _ ® 11 +23.86, 192.04" L, AP � � � 11 +02.32, 193.27'3' L, 1.25' RP 10 11 +02.33, 179.77' L, 1.25' RP 11 11 +24.12, 181.04' L, AP 12 11 +19.84, 178.53' L, AP 13 11 +28.33, 179.80' L, .50' RP 14 11 +00.95, 202.51 L, 35.00' RP 15 10 +42.93, 185.54' L 16 10 +42.95, 175.95' L, AP 1 % 10 +63.09, 176.00' L, AP 18 10 +63.14, 132.03' L, AP 19 10 +43.14, 132.04' L, AP N Q cm 10 +69.67, 100.48' L, AP 21 10 +84.03, 100.50' L, AP 10 +84.01, 112.74' L, AP 10 +69.64, 134.04' L, AP ® 10 +83.99, 121.88' L, AP 10 +69.90, 174.98' L, AP 26 10 +91.26, 161.00' L, AP 0 11 +01.84, 167.01' L, BUILDING CORNER ® 11 +43.18, 167.06' L, BUILDING CORNER 29 11 +59.85, 161.07' L, BUILDING CORNER © 11 +53.88, 129.83' L, 64.53' RP 31 11 +59.92, 89.07' L, BUILDING CORNER F 11 +43.26, 89.06' L, BUILDING CORNER 0 11 +28.61, 79.06' L, AP SIDEWALK ® 11 +52.28, 69.07' L, AP 0 11 +24.95, 62.04' L, BUILDING CORNER 36 10 +67.95, 61.98' L, BUILDING CORNER 0 10 +58.96, 92.44' L, AP ® 10 +52.97, 100.46' L, AP 39 10 +52.94, 43.42' L, MATCH EXISTING WALK 11 +28.61, 43.49' L 41 10 +97.89, 121.26' L 10 +97.90, 112.78' L CALL BEFORE YOU DIG (811 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. II w it - D ----- D - - - - -D` ---- D I I II I L . Ir-- -- - - -- ---- I[ II II II II � II I II o II i I ..........1 f 0 I II i I a I I I I i I ® I I II I II I a I i I I a I I i I a I I I I STA:11 +82.68, 245.19' L N: 596045.1007 E: 1111517.4141 N: 595936.4203 E: 1111429.1795 40' EX ASPHALT DRIVE AISLE SEC 24, T1 7N, R1 E) WM YELM AVE W (SR 510) '%n' CV ACDLIAI T E: 1111585.3466 TA: 12 +20.00, 0.00' N 595919.7694 o E1111731.4249 -04 - - O + I I i i I I I I I I I I I I i I I I I � I I f i I I I I 5TA:10 +00.00, 0.00' o N: 595748.8183 1111592.9483 r cy- I I I i 1 3 i I BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08 -0347= YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 I i -I 0 20 40 SCALE IN FEET LEGEND: 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 SPECIFICATIONS. 7. CONSTRUCT CONCRETE PLANTER BED WALL. SEE SEPARATE PLANS AND SPECIFICATIONS FOR DETAILS AND SPECIFICATIONS. 8. INSTALL CONCRETE PEDESTRIAN CROSS WALK FROM END OF BANK SIDEWALK TO ADA PARKING ACCESS. SEE DETAIL ON SHEET 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 INTERSEC11ON OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 OVED FOR CONSTRUCTION BY: Date: (&,2.0 i � Develdpment Services Engineer APPROVAL EXPIRES: folFo m LO z O Q U 0 w 0 J CD Z ]C D! Q 0 z 3 w 5 w Q J CD U U) Z C C7 W � Z 00 Q z rn z z U) O U I I o� (D Zw U zN � _ Q j _� u, QM� � � � � - w °o J UI M Lu Z J LLJ LL 0 J U z a(, a Z otf 40 p (D w zT J I = w J z rl Q Z 5 LL N L) U W UI N Q cm z -' ' O z t0 ro 0a U 0 m r- 00 Q J CD U U) Z C C7 � Z Z Q z z 0.6 I U) O O I I -I ( (D O 9 9 z _ � _ W Q Q F_ W � � � 0 Q w w F Z J 0 J otf 0 = w w a Z L) U W O !r a As r� Q hP CO Q C 2 z Q 42010 p s F ISTE�� SI NAL 10/15/2014 JEG DRAWN BY: I A LCS APPROVED BY: JEG DATE: 9/15/2014' JOB No: 995.02 I DRAWING FILE N 995.02 SP l.dwg DRAWING No: SP 1 SHEET No: 4 of 9 RIM IE 343.85 6"PVC NW Zs\ ! I MATCH EX I I I ! I I I I ! 344.3 I I a F71 ! I f I ! I I I I I I I I,�A CALL BEFORE YOU DIG (811 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -Y1 RECORDED UNDER AUDITOR'S FILE NO. 4212931 0 20 40 LEGEND- 348.0-/ SCALE IN FEET FINISHED GRADE SPOT EL ______________________________ EXISTING CONTOUR -- _ PROPOSED CONTOUR RD 6" PVC ROOF DOWNSPOUT SYSTEM • ROOF DRAIN 6" CLEANOUT OO AREA DRAIN STORMWATER NOTES: THE APPROVED EAGLE PLAZA STORMWATER 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 WITH ARCHITECT. ROOF DRAINAGE TIGHTLINE SHALL BE 6" PVC ® 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 ® 1.0q MIN. SLOPE. 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: r' Dev lopment Services Engineer APPROVAL EXPIRES: /6/;b// s- C.2 �t- r- M z 0 a U O J W O J c� z Y a 0 z 3 W S W <I - wq s f6' 2 O zo10 a s FG STERN �� s10 AL �� 10/15/2014 ,NER: JEG DRAWN BY: LCS APPROVED BY: JEG DATE: 9/15/2014 JOB No: 995.02 DRAWING FILE No: 995.02 GD1 dwg DRAWING No: GD1 SHEET No: 5 F 9 W 00 00 rn z U p rn ZW zN _U Q > _(D u, W O J N m W J0 u LL U a z Lr) a J W W N Q M N U z(n J O z lD 0 U a a C m 00 J C/) (-D � w 0 Q z ZV) O J Q Z � W U) LLI Q Lu —I LL O (D wq s f6' 2 O zo10 a s FG STERN �� s10 AL �� 10/15/2014 ,NER: JEG DRAWN BY: LCS APPROVED BY: JEG DATE: 9/15/2014 JOB No: 995.02 DRAWING FILE No: 995.02 GD1 dwg DRAWING No: GD1 SHEET No: 5 F 9 3 0 N D N 0 Ckf 0 0 Q i z w U O 0 Z 0 U z 0 U I Cl N w N Q i I ca z 5 Q N a w 0 w N 0 LO rn N N N c v U EO U I Q E N LO ao o ,r, N M 0 Co uj U / oz PROPERTY LINE WHEEL STOPS 2'6' -wr- E- 0 COMPACT MARKING PROPERTY LINE PROPERTY LINE METAL OR PLASTIC TRAFFIC MARKING WHEEL STOPS WHITC CV11D/V I .r.- I I F.HMw PROPERTY LINE 2, C" PAINTED HORSESHOE MARKING ACCESSIBLE PARKING SYMBOL 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. STRIPING AND SYMBOL (PAINT NTS CALL BEFORE YOU DIG (811 SYMBOL 4 4-n Abuvt- t BADE HANDICAP MARKING WHEEL STOPS° --r\. _ '� I I CITY OF YELM DEPT. OF PUBLIC WORKS STALL MARKINGS AND WHEEL ` -STOP LOCATIONS APPROVED DWG. NO. CITY ENGINEER GATE. 4-24 DES, DWN; CKO. DATE S -c S -C S -C 12/2/95 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. 4" VIDE, WHITE PAINT LINES (TYP) 9 /2" A d 0 w a 1/2"R SEC 24, T1 7N, R1 E, WM CEMENT CONCRETE BARRIER CURB AND QUTTER m c� LeL.1VIG.i'V.I t�.VEV4. =I�SG Ii. fki..ILI_Gt1 4.. =l..�ltl�..!-�kI4V Vyi�t....rti.. NOTES: 1, EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER MILL THICKNESS OF CONCRETE, 2. FORM AND SQBGRADE INSPECTION REQUIRED BEFORE POURING CON�,RETE. 3, EXPANSION JC }INTS TO BE PLACED ON 15' CENTERS; ADA PARKING STALL NTS CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE CURBS APPROVED DWG,. NU: PUBLIC WORKS DIRECTOR GATE 4-13 DES, DWN, CKG.. GATE IS -C S -C S -C 3,/15/04 EDGE AROUND EACH PANEL — BROOM FINISH EXPANSION JOINT SCORE MARK- EXPANSION JOINT PLANTER STRIP (AS REQ.) CURB CUTTER SIDEWALK PLANTER STRIP 5' MIN (AS REQ.) NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2, FORM AND SUBGRADE INSPECTION REOUIRED BEFORE POURING CONCRETE, 3. SCORE MARKS SHALL BE t1 /8" WIDE BY ±1/4- DEEP. FOR SIDEWALKS OVER 8' IN MOTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PG AND PT AT ALL CURES RETURNS. EXPANSION 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). CITY OF YELM DEPT, OF PUBLIC WORK CEMENTCONCRETE SIDEWALK APPROVED DWG,. NO. PUBLIC WORDS DIRECTOR CUES: OWN. S -C S -C 0 I in USE 6" DIA PIPE BOLLARD FILLED W/ p� CONCRETE AND PAINTED W/ 2 COATS OF TRAFFIC YELLOW ONLY WHEN SIGN IS IN pI PAVED AREA OR SIDEWALK i N DATE 4-111 KD, DATE S -C 10/3/94 PAVING SURFACE rr ° 5/16" 0 STANDARD I GALVANIZED OR ZINC PLATED 3500 P.S.I. ° � SQUARE OR HEX BOLT WITH P.C. CONCRETE K, NUT (TYP X 2). °° n 2 NOTE: SIGN POST TO BE SET BACK 2' MIN. " FROM BACK OF CURB AND /OR BACK OF 12" X 9" SIDEWALK. BREAK AWAY CHANNEL POST ACCESSIBLE PARKING STALL SIGN NOT TO SCALE `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) NTS 12" O DALLAJ I vrx m 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 CONCRETE SIDEWALK m U 0 ]C U ¢ m m o- U u- C> w U u- RESERVED PARKING VAN ACCESSIBLE CD SEE DETAIL ABOVE FOR DIMENSIONS SEE SEPARATE SECTION FOR ASPHALT SURFACE DEPTHS AGGREGATE BASE COURSE COMPACTED TO 90% MAX. i DENSITY MONOLITHIC CURB NTS THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES R7 -8 QD rn z 0 U O J w o- 0 J c� z Y o' o_ 0 z 3 w w V) D_ Z 2 En S U w ai� cn 0 W C!) 0' d. C a, rn O d d ( U (n ocs 0 Z W u �� z Q Q _m ' <I � a RESERVED PARKING VAN ACCESSIBLE CD SEE DETAIL ABOVE FOR DIMENSIONS SEE SEPARATE SECTION FOR ASPHALT SURFACE DEPTHS AGGREGATE BASE COURSE COMPACTED TO 90% MAX. i DENSITY MONOLITHIC CURB NTS THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES R7 -8 QD rn z 0 U O J w o- 0 J c� z Y o' o_ 0 z 3 w w V) D_ Z 2 En S U w ai� SEAL: w WA C,:, OF WAS � c Q �P O O 42010 p ss FGI STE�p �(�~ ANAL 10/15/2014 DESIGNER: PENALTY SIGN WITH WORDING JEG AS REQUIRED BY STATE DRAWN BY: LCS APPROVED BY JEG DATE: 9/15/2014 JOB No: 995.02 VED R CONSTRUCTION DRAWING FILE o: 995.02 D2.dwg BY: Date: DRAWING No: T.evel.ent Services Engineer ON- APPROVAL EXPIRES: / SHEET No: OF 9 cn 0 W C!) 0' J � rn O z ( U (n ocs 0 Z W u �� z Q Q _m ' <I � W _ U J UI > "' 111 ^ I — Lu w li U Z aka J 0 w J z Q J ►1J N U) Q In E) T Z J i 0 z t.0 0 U °a a VI 0 m 00 SEAL: w WA C,:, OF WAS � c Q �P O O 42010 p ss FGI STE�p �(�~ ANAL 10/15/2014 DESIGNER: PENALTY SIGN WITH WORDING JEG AS REQUIRED BY STATE DRAWN BY: LCS APPROVED BY JEG DATE: 9/15/2014 JOB No: 995.02 VED R CONSTRUCTION DRAWING FILE o: 995.02 D2.dwg BY: Date: DRAWING No: T.evel.ent Services Engineer ON- APPROVAL EXPIRES: / SHEET No: OF 9 cn 0 C!) Z_ J � O ( W 0 LL] Q Z Q � Wu- < Lu O ^ I — Lu � 0 SEAL: w WA C,:, OF WAS � c Q �P O O 42010 p ss FGI STE�p �(�~ ANAL 10/15/2014 DESIGNER: PENALTY SIGN WITH WORDING JEG AS REQUIRED BY STATE DRAWN BY: LCS APPROVED BY JEG DATE: 9/15/2014 JOB No: 995.02 VED R CONSTRUCTION DRAWING FILE o: 995.02 D2.dwg BY: Date: DRAWING No: T.evel.ent Services Engineer ON- APPROVAL EXPIRES: / SHEET No: OF 9 0 20 40 SCALE IN FEET CALL BEFORE YOU DIG (811 SD C8 TYPE i RIM 347. SCJ PE 344.4Ci 12 "ADS SE IE 344.15 12 "ADS NW --D _-_- -- f f ''r E I i ' I I , �C- A- V)i { /1 - w- - -� - -w {4 I V) {I I f � 10 I I II I I! o I 11 II o SD C8 TYPE I I I II z RIM 346.62 II 1E 343,76 12 "ADS SW IE 343.81 6 "PVC SE I I -S! 1E 1E 343.85 6 "PVC NW i E 1 IL_I , II II 5- I I I I I I I I I i I I I i i � E I I I i I I I i I I I I I I I -/4w;----w------ I I I I r I? THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. I r I , r 1 Ej r � f � i o I � I r ' f Lj 1 � r I @SEWER CONSTRUCTION NOTES: 1. 10 +98.68, 231.08' L CONTRACTOR TO FIELL 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 Tb THE CONNECTION, CONTRACTOR SHALL CONTACT ENGINEER, 2. INSTALL 14 LF 6" PVQ 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. SD C8 TYPE I C RIM 348.42 (SOSS) 1E 345.12 8 "ADS SE ?E 344.69 12 "ADS NW 9 I 10. SEC 24, T1 7N) R1 E, WM YELM AVE W (SR 510) 10 UTILITY EASCVCW 11 +48.75, 242.44' L INSTALL A DOMESTIC WATER FROST FREE HOSE BIB WITHIN 50' OF THE STEP TANK LIDS. THIS LOCATION SHALL BE APPROVED WITH SEWER INSPECTOR BEFORE FINAL INSTALLATION. HOSE BIB IS FOR MAINTENANCE OF THE STEP SEWER TANK. 11 +33 +00, 243.59' L INSTALL REMOTE POST, PUMP CONTROL PANEL AND GENERATOR TRANSFER SWITCH FOR EXISTING STEP SEWER TANK. SEE DETAIL 7 -6 ON SHEET UT2. CONTRACTOR TO FIELD LOCATE EXISTING PUMP CONTROL CONDUIT FROM EXISTING STEP TANK. CONNECT AND EXTEND TO NEW PUMP CONTROL PANEL LOCATION. EXTEND CONDUIT FROM PANEL TO BLDG FOR POWER SERVICE. 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. r 'I r II U)I EI I r i p I V' I rn i I E F I E I I f LO I , r i C" 0 i ' I r � I , r f r r r r , , E I 1 f , I I BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YL -, RECORDED UNDER AUDITOR'S FILE NO. 4212931 WATER LEGEND: W 4- D4 la DCV WATER LINE FIRE HYDRANT TEE THRUST BLOCKING GATE VALVE WATER METER DCV /RPBA SEWER LEGEND: STEP TANK STEP CONTROL PANEL GRAVITY CLEANOUT ss STEP SERVICE LINE �. HOSE BIB - - PUMP CONTROL CONDUIT STEP TANK SIZING CALCULATIONS: PROPOSED STEP TANK SIZE IS 8,000 GALLONS. A POWER DISCONNECT SWITCH AND GENERATOR CONNECTION SHALL BE PROVIDED AT SAME LOCATION AS CONTROL PANEL. 0 DRY UTILITY NOTES: 1. CONTRACTOR TO CONNECT NATURAL GAS TO PROPOSED METER. SEE MECHANICAL PLANS FOR LOCATION AND SIZE. 2. CONTRACTOR TO PROVIDE ELECTRICAL POWER TO PROPOSED ELECTRICAL METER. SEE ELECTRICAL PLANS FOR LOCATION AND SIZE. [�] 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. 8. INSTALL 8 LF OF 1" WATER SERVICE LINE. 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: % r Develo ment Services Engineer APPROVAL EXPIRES: I I� rn z 0 a U 0 J w 0 J z ]C Of a Cl- 0 z 3 w 5 w U W 00 °o N z �t o� r f r w ' � as m r � U z r , 177 p I( I r f i � � I Z: 2° Di m LJ 01 u z J II z a1na _U J Z < I W N III UI Ld a J I; I j 0 U a I"- 0 o C> CD ,.'j I i it M8 i--- M811 - -} - M2j --- -- -- - , w I f 'I r II U)I EI I r i p I V' I rn i I E F I E I I f LO I , r i C" 0 i ' I r � I , r f r r r r , , E I 1 f , I I BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YL -, RECORDED UNDER AUDITOR'S FILE NO. 4212931 WATER LEGEND: W 4- D4 la DCV WATER LINE FIRE HYDRANT TEE THRUST BLOCKING GATE VALVE WATER METER DCV /RPBA SEWER LEGEND: STEP TANK STEP CONTROL PANEL GRAVITY CLEANOUT ss STEP SERVICE LINE �. HOSE BIB - - PUMP CONTROL CONDUIT STEP TANK SIZING CALCULATIONS: PROPOSED STEP TANK SIZE IS 8,000 GALLONS. A POWER DISCONNECT SWITCH AND GENERATOR CONNECTION SHALL BE PROVIDED AT SAME LOCATION AS CONTROL PANEL. 0 DRY UTILITY NOTES: 1. CONTRACTOR TO CONNECT NATURAL GAS TO PROPOSED METER. SEE MECHANICAL PLANS FOR LOCATION AND SIZE. 2. CONTRACTOR TO PROVIDE ELECTRICAL POWER TO PROPOSED ELECTRICAL METER. SEE ELECTRICAL PLANS FOR LOCATION AND SIZE. [�] 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. 8. INSTALL 8 LF OF 1" WATER SERVICE LINE. 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: % r Develo ment Services Engineer APPROVAL EXPIRES: I I� rn z 0 a U 0 J w 0 J z ]C Of a Cl- 0 z 3 w 5 w U Z Q J I�- J C/) Z Q z C/) O C z w Q m UJI Q w C J O �,p A C7 � OF WAS f. Q /'P O C z p 4 010 p s FGr TE <- SI�NA I- E' 10/15/2014 JEG DRAWN BY: LCS APPROVED BY: JEG (' DATE: 9/15/2014 JOB No: 995.02 DRAWING FILE No: 995.02 UT1. q UT1 SHEET No: 7 dF 9 W 00 z U o� w ' � Z U z Qm� � 2° Di m LJ u z J z a1na _U J Z < W N UI Z m v) a J Q z (.0 0 U a I"- 0 m 00 Z Q J I�- J C/) Z Q z C/) O C z w Q m UJI Q w C J O �,p A C7 � OF WAS f. Q /'P O C z p 4 010 p s FGr TE <- SI�NA I- E' 10/15/2014 JEG DRAWN BY: LCS APPROVED BY: JEG (' DATE: 9/15/2014 JOB No: 995.02 DRAWING FILE No: 995.02 UT1. q UT1 SHEET No: 7 dF 9 3 0 N 0 U) 0 0 a i z w v 0 0 b I N i m c� z 5 a Of ILL) 0 w a a 0 N O L0 rn rn 0 U ZD ZD_ U I � Q E � 00 V) CN LO N 0) r:.i0) 0 �En CD D ,r; o U / oz GENERAL NOTES (WATER MAIN INSTALLATION 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458 -8410 TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)6. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.11 POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 3021 SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY, 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, 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 -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE 'UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION-, CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTIOW IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A `PUNCH LIST" PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITYPRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. CALL BEFORE YOU DIG (811 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. fV iv i� SEC 24, T1 7N) R1 E) WM CD C-D TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET 4`8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). To SILENCE ALARM PUSH LIGNT. FOR SERVICE CALL 380 -458 -8411 CITY OF YELM 5" I CENTERED ON PANEL FROM POWER SOURCE !vary: RANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 1817. LETTERING `-PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM .--- -ALARM LIGHT AND SILENCE BUTTON 1 "C, 8 -x+12 TO STEP TANK - SIMPLEX 1 <2 "C. 13 -#12 TO STEP TANK - DUPLEX 1'2"C, 12 -#12 TO STEP TANK TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL APPROVEl 00 00 DWG, NO, t-w-�. �, 9/15/2014 7-6 PUBLIC WORKS DIRECTOR DATE 995.0 DES, DRAWING Fli I "x 1" FORD GRIP JOINT W � JY JEG C9 z ]C TIP 412007 APPROVED METER EOX LID - •A410STA TES BCF -1416 80X- •MIDSTA TES OCF -14166 OR PRE APPROVED EQUAL I- PLASTIC LINE (USE 200 PSI- Di PHILLIPS DRISCO PIPE 5100 POLYETHYLENE PIPE) 2% SLOPE TO BOX 1 24 TO EDGE OF 8O- X CUr7s D a a v /I 14 GAUGE INSULATED COPPER TONING WIRE WRAPPED AROUND THE PIPE (SEE GENERAL NOTES N0, 7) FORD 1361 - 444 -G, GRIP 22'/2 JOINT BY CP THREAD'S, BRASS BUSHING 1 -4,' 3Z4 "X12' BRASS NIPPLE - �-- 1"x t" FORD GRIP JOINT CORPORATION STOP TYPE F8 1101 SERVICE SADDLE NOTES: 1. 'STAINLESS STEEL INSERTS REQUIRED F'OR ALL PACK JOINTS AND GRIP. 2. ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS. METER --1 CHECK- VALVE 1s" 14" 12" i 12.. / L -FORD V8H 72 -15 W 5 18 "x f 314" COPPER METER SETTER WITH CHECK VALVE AND UNION NUT AND S6IRVEL FOR CONNECTING I" IRON PIPE OR EQUAL CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS 3 /41IX)l SINGLE METER SERVICE APPROVED PPR VED DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-1 DES, DWN. CKD. DATE E5 JEG I TO 4/2007 RESTORATION DEPTH TRACE TAPE 12" TO 18" UNDER VARIFS. f �- THE FINAL GRADE% NOTES: I. A MINIMUM COVER OF 3.5' 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 OBJEC77ONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4, PIPE REDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM, 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY 174E CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED, CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WAITER MAIN TRENCH BEDDING APPR'O DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-15 DES. DWN. CKD, DATE E5 JEG TP. 4/2007 BASIS OF BEARING: r III '' EXIST`GII II GROUND TEST COCKS RESILIENT SEATED (4 REO D.) 6" MIN. SHUTOFF VAL VES 8" MAX (2 REO D.) 3" J U14IONS (2 REQ't7. ) NO GALVANIZED .. PIPE ON INLET SIDE 6" MIN. . OF ASSEMBL Y. PLASTIC OR CEMENT SIDE VIEW METER 8OX o °p ool°tt °Q`�'p °dg j`6r (BEL 0 W GROUND INSTALL A TION) ORA VEL 1,2" MIN, NOTE, ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. -- APPROVED DOABLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH GROUND, - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET. DEPT. OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. - VALVE SHALL BE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONS. IONS. - THE BACK FLOW ASSEMBLY SHALL BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED MODEL - A PLUMBING PERMIT IS REQUIRED. APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 6 -16 DES. DWN, CKD. DATE KR JEG TP 4/2007 )LAN GRAVEL BASE TO BUILDING OR MATERIAL LIST; 12" THICK IRRIGATION SYSTEM 1. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) CITY OF YELM, WASHINGTON 7. RELIEF VALVE DEPT. OF PUBLIC WORKS 8. TESTS COCKS 9. DRAIN TO DAYLIGHT REDUCED PRESSURE 10.PLUGS IN TEST COCKS BACKFLOW ASSEMBLY GENERAL NOTES: FOR 2" OR SMALLER A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = _ARi R0_'VVECL_. � DWG. NCI. C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 ♦` FOR FURTHER INFORMATION. PUBLIC WORKS DIRECTOR DATE D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. DES. DWN. CKD. DATE KIR JEG TP 4/2007 HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08 -0 347 -YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VE RTI CAL DATUM: APPROVED FOR CONSTRUCTION NGVD 1929 BENCH MARK: 1____1 BRASS MONUMENT 0 THE INTERSECTION OF BY: Date: ZL YELM AVE. & TAHOMA BLVD. Deve pment Services Engineer THURSTON COUNTY CONTROL POINT No.1252 APPROVAL EXPIRES: ELEVATION = 347.206 � o z 0 ,SERVICE SADDLE flo ! ROMAC 202S OR LLI 00 00 ROCKWELL 313 METER BOX Z 9/15/2014 a 995.0 a DRAWING Fli I "x 1" FORD GRIP JOINT W � CORPORA 77ON STOP TYPE Q C9 z ]C FB 110%1 I- PLASTIC LINE (USE 200 PSI- Di PHILLIPS DRISCO PIPE 5100 POLYETHYLENE PIPE) 2% SLOPE TO BOX 1 24 TO EDGE OF 8O- X CUr7s D a a v /I 14 GAUGE INSULATED COPPER TONING WIRE WRAPPED AROUND THE PIPE (SEE GENERAL NOTES N0, 7) FORD 1361 - 444 -G, GRIP 22'/2 JOINT BY CP THREAD'S, BRASS BUSHING 1 -4,' 3Z4 "X12' BRASS NIPPLE - �-- 1"x t" FORD GRIP JOINT CORPORATION STOP TYPE F8 1101 SERVICE SADDLE NOTES: 1. 'STAINLESS STEEL INSERTS REQUIRED F'OR ALL PACK JOINTS AND GRIP. 2. ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS. METER --1 CHECK- VALVE 1s" 14" 12" i 12.. / L -FORD V8H 72 -15 W 5 18 "x f 314" COPPER METER SETTER WITH CHECK VALVE AND UNION NUT AND S6IRVEL FOR CONNECTING I" IRON PIPE OR EQUAL CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS 3 /41IX)l SINGLE METER SERVICE APPROVED PPR VED DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-1 DES, DWN. CKD. DATE E5 JEG I TO 4/2007 RESTORATION DEPTH TRACE TAPE 12" TO 18" UNDER VARIFS. f �- THE FINAL GRADE% NOTES: I. A MINIMUM COVER OF 3.5' 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 OBJEC77ONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4, PIPE REDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM, 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY 174E CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED, CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WAITER MAIN TRENCH BEDDING APPR'O DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-15 DES. DWN. CKD, DATE E5 JEG TP. 4/2007 BASIS OF BEARING: r III '' EXIST`GII II GROUND TEST COCKS RESILIENT SEATED (4 REO D.) 6" MIN. SHUTOFF VAL VES 8" MAX (2 REO D.) 3" J U14IONS (2 REQ't7. ) NO GALVANIZED .. PIPE ON INLET SIDE 6" MIN. . OF ASSEMBL Y. PLASTIC OR CEMENT SIDE VIEW METER 8OX o °p ool°tt °Q`�'p °dg j`6r (BEL 0 W GROUND INSTALL A TION) ORA VEL 1,2" MIN, NOTE, ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. -- APPROVED DOABLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH GROUND, - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET. DEPT. OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. - VALVE SHALL BE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONS. IONS. - THE BACK FLOW ASSEMBLY SHALL BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED MODEL - A PLUMBING PERMIT IS REQUIRED. APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 6 -16 DES. DWN, CKD. DATE KR JEG TP 4/2007 )LAN GRAVEL BASE TO BUILDING OR MATERIAL LIST; 12" THICK IRRIGATION SYSTEM 1. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) CITY OF YELM, WASHINGTON 7. RELIEF VALVE DEPT. OF PUBLIC WORKS 8. TESTS COCKS 9. DRAIN TO DAYLIGHT REDUCED PRESSURE 10.PLUGS IN TEST COCKS BACKFLOW ASSEMBLY GENERAL NOTES: FOR 2" OR SMALLER A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = _ARi R0_'VVECL_. � DWG. NCI. C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 ♦` FOR FURTHER INFORMATION. PUBLIC WORKS DIRECTOR DATE D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. DES. DWN. CKD. DATE KIR JEG TP 4/2007 HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08 -0 347 -YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VE RTI CAL DATUM: APPROVED FOR CONSTRUCTION NGVD 1929 BENCH MARK: 1____1 BRASS MONUMENT 0 THE INTERSECTION OF BY: Date: ZL YELM AVE. & TAHOMA BLVD. Deve pment Services Engineer THURSTON COUNTY CONTROL POINT No.1252 APPROVAL EXPIRES: ELEVATION = 347.206 � o U) I z 0 LCS flo APPROVED E W LLI 00 00 U 0 w 0 9/15/2014 rn 995.0 I- 0 J DRAWING Fli Q z Uz � o� Q C9 z ]C W U �o zN Q _ ) m Q O _ LL I 0 W .- cV J (n > m w O Z O Z z g�Q W � W � F--- J z En 2 En w U U 0 Lu c� a < M rn J CV 0 ° z ° U) I LCS flo APPROVED E W LLI 00 00 z 0 9/15/2014 rn 995.0 DRAWING Fli Q z Uz � o� Q z W U �o zN Q _ ) m Q O _ LL I 0 W ->00 J (n > m w w LL U z g�Q J F--- J Z,� -�IQ 1 0 Lu c� ul < M rn J 0 ° z ° U U � a ~ W 0 m r- 00 U) I �pW A OF WAS f� Q O O Qj 4Q R F 42010 p s. I�NAL 1011512014 JEG DRAWN BY: LCS F- APPROVED E CD LLI z 0 9/15/2014 JOB No: 995.0 DRAWING Fli Q z Z 2 UT2.dwg (n O Q J C/) Q z LU O _ 0 0 Q Z Lu Lu ^Q F--- J 1 0 �pW A OF WAS f� Q O O Qj 4Q R F 42010 p s. I�NAL 1011512014 JEG DRAWN BY: LCS APPROVED E Y: JEG DATE: 9/15/2014 JOB No: 995.0 DRAWING Fli No: 995.0 2 UT2.dwg DRAWING No UT2 SHEET No: 8 of 9 CD 0 N 0 LO 0 0 a z w U O 0 0 P U z 0 U I 0 N w N a i J I to C7 Z 5 Cn J Q CC W w a 0 N O LO 0 v / o �2 - U U I � Q rLn o� MLO N � M rn ��2 Cl u L� U / oZ CITY OF YELM GENERAL SANITARY SEWER NOTES: CITY OF YELM GENERAL gAKIITAPV .PlA /PP NnTPC rnnlTln. 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, 2' -0' TAIL PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. ABOVE BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). GROUND--,, 1 EXISTING GROUND td GA, COPPER TONING WIRE 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 Z CONTROL DEVICES (MUTCD) AS REQUIRED. PVC C.O. CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. SWEEPING 'TEE 2% SLOPE 70 TANK`I 14 GAUGE OF 10* FROM TOP OF RISER TO LC 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTI ACTOR TO HAVE A COPY OF THESE APPROVED 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL INSTALL IN PLANS ON CONSTRUCTION SITE AT ALL TIMES. RISER NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. POWER SOURCE .- CN 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF 0 z 0 z CONSTRUCTION. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE 5. THE CITY OF YELM SHALL BE N011FIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP S uj ABOVE- REFERENCED SPECIFICATION FOR TESTIN(; WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE ` CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 0 w w THE TAP. U J a 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY M CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT 48 HOURS PRIOR TO ANY EXCAVATION. SHALL BE THE CONTRACTOR'S RESPONSIBILITY T'0 NOTIFY THE CITY OF YELM FOR THE REQUIRED 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. 8. 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 LABOfZ AND INDUSTRIES OR THE CITY SHOULD REQUIRE A NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A SEPARATE "ON -OFF" SWITCH CONTROLLING POM_R TO THE PUMP, SAID SWITCH MUST BE LOCKABLE STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS US TYPE BP125, 30MM PADLOCK. WITH A 14 GAUGE DIRECT -BURY RAZED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. DEPARTMENT IS REQUIRED PRIOR TO THE INSPEC,110N. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE ITEMS NEEDING INSPECTION ARE: INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, A) TANK INSTALLATION, IE; BEDDING AND LOCA'OON METAL CORE BACKING MARKED "POWER ". TAPE SHALL BE FURNISHED BY THE CONTRACTOR. B) TANK INFILTRATION, EXFILTRATION 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 IEITHER 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 METER MUST BE MOUNTED TO A HOT DIPPED GALVANIZED UNI- STRUT. FROM _ HOUSE EDGE OF 2' WATER TIGHT I4OUSE CA' TYPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS. ETC.) 2' -0' TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE LEAVE SUFFICIENT - GROUND--,, 1 EXISTING GROUND td GA, COPPER TONING WIRE z WRAP ONCE AROUND CLEANOUT STANDPIPE ALL CONNECTIONS SHALL BE MADE WITH Z NEW 4" PVC SEWER PVC C.O. LINE QYP) (3034) rl SWEEPING 'TEE 2% SLOPE 70 TANK`I FERNCO COUPLING OR APPROVED EQUAL FERNCO COUPLING OR APPROVED EQUAL TOP OF STEP TANK BAFFLE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION P_ DWG. NO. PUBLIC WORKS DIRECTOR DATE 7 DES. DWN. K DATE JY JEG TP 4 %ZOO7 CALL BEFORE YOU DIG (811 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. FINISHED GRACE 3Q "0 RISER ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWDOW+N ON TO OFF) LEAD ON /OFF (4S" DRAWDOW N ON TO OFF) a. 6" LOW LEVEL ALARM a REDUNDANT OFF rn 000 d 25" 6" MIN. BEDDtNt; 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. DIREC11ONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS WITH "DEAD MEN" SIZING AND MATERIALS FOR DEAD MEN AND STRAPPING SHALL BE PER THE MFG. RECOMMENDATIONS. 3. BUILDINGS SERVED BY STEP SEWER, UTILIZING ON SITE "BACK -UP" GENERATORS FOR POWER OUTAGES MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM 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. 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE "MINI SAAR" SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE. 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST U1ILIZE 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. a STANDARD INLET TEE LIQUID „-ALARM LEVEL5" ON of 3.5" OFF REDUNDANT OFF _-- 4, "0 --J N) ALL ELEVATIONS TO BE VERIFIED BY CONTRACTOR BEFORE CONNECTION. EX 6" NOTES: ® HOLD DOWN STRAP CLIP 10- 4 HOLD DOWN STRAP LOCATION TYPE "13" LIFT LUG - SD TYPE "13" LIFT LUG - HD THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 INSTALLATIONS WILL VARY, THE CONTRACTOR SHALL. MEET THE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE TYPICAL STEP INSTALLATION. EX RIM = 346.96 EX 24" RISER EMERGENCY STORAGE 18" BELOW LIQUID LEVEL] 2/3 TANK VOLUME SEE CITY OF YELM STANDARD EX RIM = 347.13 EX RIM = 347.22 DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. EX EX 24" 30" SEE CITY OF YELM STANDARD RISER RISER DETAIL 7 -9 FOR DUPLEX PUMPING lrTtlHT_rt__n I SYSTEM REQUIREMENTS. SEE STANDARD DETAIL 7 -14 FOR 5.0" WORKING FLOAT SETTINGS. VOLUME X7 BAFFLE WALL FLOAT ON 62 FROM BOTTOM OF TANK DETENTION FLOAT OFF " FROM BOTTOM OF TANK VOLUME 1/3 TANK N VOLUME BOTTOM IOF TANK = TO BE 24' -11" 12 "x 12 *x 12' DEIDMAN 12 "x 12 "x 12' DEADMAN EXISTING 8,000 GALLON STEP TANK NOT TO SCALE FIBERGLASS LID WITH STAINLESS STEEL AND NEOPRENE GASKET 1" DIA *PVC HOSE AND VALVE ASSEMBLY ORIENT BALL VALVE AS SHOWN. BALL VALVE SHALL BE WITH 12" BELOW LID 30" DIA. RIBBED PVC RISER WITH NEOPRENE GROMMETS -TONING WIRE - INSTALL IN RISER EFFLUENT DISCHARGE 2 -PART EPDXY„ USE ORENCO RISER TANK ADAPTOR FOR CONCRETE TANKS 1* PVC FLOAT ASSEMBLY AS SET BY CITY OF YELM 1 -1 /4" DIA. INLET HOLES AROUND PERIMETER OF VAULT 4" DIA. PVC FLOW INDUCER `ate SUBMERSIBLE EFFLUENT OR'ENCO TURBINE 10 GPM P -10 0511 OSI PUMP WITH SA. POWER CABLE AND 1/6' BY --PASS ORIFICE IN THE DISCHARGE HEAD CITY OF YELM DEPT, OF PUBLIC WORKS TYPICAL SIMPLEX STEP TANK INSTALLATION APPR DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. DWN; CKU. DATE JY JEG TP 4/2007 1 /2„ / / ❑� \ \\ El 1-1 ❑ ID 1:1 LJI El \ - I- ov STEP TANK VOLUMES DETENTION VOLUME: 5,145 GALLONS WORKING VOLUME: 526 GALLONS EMERGENCY VOLUME: 2329 GALLONS 3/4" RAISED SQUARES, 3/4" APART, 1/8" HIGH 1/2" WIDE, 1/8" HIGH RAISED BORDER 1" USE i" UNION TO CONNECT TESTING 24" APARATUS FOR PRESSURE TESTING 18" MIN RISER HEIGHT TYPICAL WITH W ALL NON- TRAFFIC BEARINC TANKS U O W LEAVE SUFFICIENT - WIRE TO ALLOW FOR PUMP REMOVAL z ELECTRICAL SPLICE BOX WITH CORD GRIPS ALL CONNECTIONS SHALL BE MADE WITH Z HEAT SHRINK BUTT CONNECTORS 21" OR 24" PVC RISER W/LID SLOPE GROUND AWAY FROM RISER -, 14 GAUGE OF 10* FROM TOP OF RISER TO LC INSULATED OF ELECTRICAL CONDUIT .- TONING MIRE a INSTALL IN 3%4" EY CONDUIT SEA RISER I ;i ai ELECTRICAL CONDUIT TO- POWER SOURCE STANDARD INLET TEE LIQUID „-ALARM LEVEL5" ON of 3.5" OFF REDUNDANT OFF _-- 4, "0 --J N) ALL ELEVATIONS TO BE VERIFIED BY CONTRACTOR BEFORE CONNECTION. EX 6" NOTES: ® HOLD DOWN STRAP CLIP 10- 4 HOLD DOWN STRAP LOCATION TYPE "13" LIFT LUG - SD TYPE "13" LIFT LUG - HD THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 INSTALLATIONS WILL VARY, THE CONTRACTOR SHALL. MEET THE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE TYPICAL STEP INSTALLATION. EX RIM = 346.96 EX 24" RISER EMERGENCY STORAGE 18" BELOW LIQUID LEVEL] 2/3 TANK VOLUME SEE CITY OF YELM STANDARD EX RIM = 347.13 EX RIM = 347.22 DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. EX EX 24" 30" SEE CITY OF YELM STANDARD RISER RISER DETAIL 7 -9 FOR DUPLEX PUMPING lrTtlHT_rt__n I SYSTEM REQUIREMENTS. SEE STANDARD DETAIL 7 -14 FOR 5.0" WORKING FLOAT SETTINGS. VOLUME X7 BAFFLE WALL FLOAT ON 62 FROM BOTTOM OF TANK DETENTION FLOAT OFF " FROM BOTTOM OF TANK VOLUME 1/3 TANK N VOLUME BOTTOM IOF TANK = TO BE 24' -11" 12 "x 12 *x 12' DEIDMAN 12 "x 12 "x 12' DEADMAN EXISTING 8,000 GALLON STEP TANK NOT TO SCALE FIBERGLASS LID WITH STAINLESS STEEL AND NEOPRENE GASKET 1" DIA *PVC HOSE AND VALVE ASSEMBLY ORIENT BALL VALVE AS SHOWN. BALL VALVE SHALL BE WITH 12" BELOW LID 30" DIA. RIBBED PVC RISER WITH NEOPRENE GROMMETS -TONING WIRE - INSTALL IN RISER EFFLUENT DISCHARGE 2 -PART EPDXY„ USE ORENCO RISER TANK ADAPTOR FOR CONCRETE TANKS 1* PVC FLOAT ASSEMBLY AS SET BY CITY OF YELM 1 -1 /4" DIA. INLET HOLES AROUND PERIMETER OF VAULT 4" DIA. PVC FLOW INDUCER `ate SUBMERSIBLE EFFLUENT OR'ENCO TURBINE 10 GPM P -10 0511 OSI PUMP WITH SA. POWER CABLE AND 1/6' BY --PASS ORIFICE IN THE DISCHARGE HEAD CITY OF YELM DEPT, OF PUBLIC WORKS TYPICAL SIMPLEX STEP TANK INSTALLATION APPR DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. DWN; CKU. DATE JY JEG TP 4/2007 1 /2„ / / ❑� \ \\ El 1-1 ❑ ID 1:1 LJI El \ - I- ov STEP TANK VOLUMES DETENTION VOLUME: 5,145 GALLONS WORKING VOLUME: 526 GALLONS EMERGENCY VOLUME: 2329 GALLONS 3/4" RAISED SQUARES, 3/4" APART, 1/8" HIGH 1/2" WIDE, 1/8" HIGH RAISED BORDER 1" 6 INCH SEWER CLEANOUT NTS 4 3/4" APPROVED FOR CONSTRUCTION BY _ Date: C 6 1 Devel ment Services Engineer APPROVAL EXPIRES: 5_ r m CD IIC-') z 0 a 24" W U O W am z 0 J o� Z W U Ln z N _� N Ln Q � aM� 12" W a J UT } M Lu .- CN U z QLn Q w J 0 z 0 z f) Lu z S uj 5 ` O 0 w w C..) U J a FIBER JOINT a C-4 PACKING M r- 00 6 INCH SEWER CLEANOUT NTS 4 3/4" APPROVED FOR CONSTRUCTION BY _ Date: C 6 1 Devel ment Services Engineer APPROVAL EXPIRES: 5_ r m CD IIC-') U) J Q L1J 0 Q Lu 0 f- H SEAL: z 0 a W U O W am z 0 J o� Z W U Ln z CD z ]C _� N Ln Q � aM� W a J UT } M Lu .- CN U z QLn Q w J 0 z 0 z f) Lu z S uj 5 ` O 0 w w C..) U J a Q a C-4 M U) J Q L1J 0 Q Lu 0 f- H SEAL: z Q Z 0 ClZ LJJ C/) 0 LJJ 3: LL � Q LJJ 0 pWA �� OF WAS f� Q Q 0 p C/) Z z -v [Y � <v 42010 p FGISTE�� SS O N AL 10/15/2014 DESIGNER: JEG DRAWN BY: LCS APPROVED BY JEG DATE: 9/15/2014 JOB No: 995.02 DRAWING FILE No: 995.02 T3.dwg DRAWING No: SHEET No: j W 00 am z U o� Z W U Ln z 5; _� N Ln Q � aM� W 3 °o J UT } M Lu J0 Z U z QLn Q w J J z .-I Q f) Lu U) 7 MN Q i ' ` O z t0 ° U 0I U J a Q V1 0 M r- 00 z Q Z 0 ClZ LJJ C/) 0 LJJ 3: LL � Q LJJ 0 pWA �� OF WAS f� Q Q 0 p C/) Z z -v [Y � <v 42010 p FGISTE�� SS O N AL 10/15/2014 DESIGNER: JEG DRAWN BY: LCS APPROVED BY JEG DATE: 9/15/2014 JOB No: 995.02 DRAWING FILE No: 995.02 T3.dwg DRAWING No: SHEET No: j PLANT SCHEDULE evisions- 09116/14 �2 Site plan ® Cn � ' (1B TREES QTY BOTANICAL NAME COMMON NAME GONT GAL SIZE 0 3 AGER PLATANOIDE5 'CRIMSON SENTRY' 'CRIMSON SENTRY' MAPLE B 4 B 15"GAL 8' -1'H X 3' -4'W +,u+w 7 GHAMAEGYPARI5 NOOTKATEN515 'GREEN ARROW' 'GREEN ARROW' ALA5KA CEDAR B 4 B 6' - 8' HT. 'h1n1MtC + + + + + ++ + 3 GORNU5 KOU5A '5ATOM1' 'SATOMI' DOGWOOD B It B 1.5 "GAL 6- 8' HT. 2 i �'- • 3 O&NOLIA GRANDIFLORA 'EDITH BOGUE' 'EDITH BOGUE' MAGNOLIA B B B 1.5 "GAL b' - 8' HT. . 3 PYRU5 GALLERYANA 'GHANTIGLEER' 'GHANTIGLEER' FLWR'& PEAR B ff B 15"GAL 8' -g'H X 3' -4'W SHRUBS QTY BOTANICAL NAME COMMON NAME 51ZE 5PAGING b AZALEA X 'MOTHER'S DAY' 'MOTHER'S DAY' AZALEA 2 GAL ® 3' O.G. ROOFING LEU 0 38 AZALEA 'HINO- CRIMSON' 'HIND- CRIMSON' AZALEA 2 GAL a 5'0.0. 0 610 BERBERIS THUNBER611 'CRIMSON PYGMY' 'CRIMSON PYGMY' BARBERRY 2 GAL ® 3' O.G. (B) 'HANCOCK' + 36 CORNU5 5TOLONIFERA 'KEL5EYI1' KELSEY DOGWOOD 2 GAL ® 5'0.0. 0 20 ILEX GRENATA 'SOFT TOUGH' 'SOFT TOUGH' HOLLY 2 GAL @ 3' O.G. 42 LEUGOTHOE FONTANE5IANA 'LOVITA' DROOPING LEUGOTHOE 2 GAL ® 5' O.G. 1? NANDINA DOME5TIGA 'FIRE POWER' 'FIRE POWER' NANDINA 2 GAL @ 3' O.G. 12 PHY50GARPU5 OPULIFOLIU5 'GOPPERTINA' 'COPPERTINA' NINEBARK 3 GAL @ 50.0. 17 PIERI5 JAPONICA 'MOUNTAIN FIRE' 'MOUNTAIN FIRE' PEIRIS B 4 B 21 " -24" HT. $ 5PRtD. a 4'0.C. 55 PRUNU5 LAUROGERA5U5 'OTTO LUYKEN' 'OTTO LUYKEN' LAUREL B 4 B IS " -21" HT. SPREAD ® 4' O.G. 2 RIBE5 5ANGUINEUM 'KING EDWARD VII' RED FLWR'& CURRANT 5 GAL ® V O.G. Q 115 5PIRAEA JAPONICA 'MAGIC CARPET' 'MAGIC CARPET' 5PIREA I GAL @ 3' O.G. 0 10 VIBURNUM P. TOMENT05UM 'SUMMER SNOWFLAKE' 'SUMMER 5NOINFLAKE' VIBURNUM 5 GAL @ 5' O.G. GROUND COVERS QTY BOTANIGAL NAME COMMON NAME GONT SPACING 108 ARCT05TAPHYLO5 UVA -UR51 'EMERALD CARPET' KINNIKINNIGK I GAL ® 25 O.G. \ \ \ \ \ \ \ \\ 224 HEMEROGALLI5 X '5TELLA DE ORO' 'STELLA DE ORO' DAY LILY I GAL @ 15 O.G. \ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ ( ) DRO FIND LEUGOTHOE + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 72 NA55ELLA TENU 1551 MA MEXICAN FEATHER &RA55 I GAL o 2' O.G. + + + + + + + + + + + + ++ + + ++ ++ + + + + + + ++ ++ + + ++ + + + + + + + + + + + + + + + + + + + + ++ i + + IC12 PENN15ETUM ALOPEGUROIDE5 'LITTLE BUNNY' 'LITTLE BUNNY' GRA55 I GAL ® I5 O.G. 16 SARCOGOCGA HOOKERANA HUMILI5 GREEPING 5ARGOCOCGA I GAL @ 250.C. RBERRY- (10) + + 88 5YMPHORICARP05 X GHENAULTII 'HANCOCK' [HANCOCK'CORALBERRY I GAL @ 25 O.G. LANDSCAPE SPECIFICATIONS I. REFER TO DETAILS FOR ADDITIONAL INFORMATION. 2. CHEMICALLY KILL AND REMOVE FROM SITE ALL EXISTING WEED5 AND VEGETATION NOT 5HOWN TO REMAIN ON PLANS. 3. DISTRIBUTE IMPORTED SANDY LOAM TOPSOIL (APPROVED BY THE LANDSCAPE ARCHITECT) IN AREAS SHOWN AND AT DEPTHS INDICATED FOR GROANING AND BERMIN& OF LANDSCAPE AREAS, AND BAGKFILL OF RETAINING WALL5 (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 GUR55 AND PAVEMENT. 5TRUC71URAL FILL AREAS: ANY LANDSCAPE AREAS OGGURRIN& WITHIN STRUCTURAL FILL ZONES SHALL HAVE SAID STRUCTURAL FILL MATERIALS EXCAVATED TO A DEPTH OF 12" BELOW FINISH 6RADE5 IN SHRUB AREAS AND 6" BELOW GRADE IN LAWN AREAS, AND REPLACED WITH SPECIFIED TOPSOIL. DISPOSE OF EXCAVATED MATERIAL OFF SITE. 4. FINE GRADE ALL LANDSCAPE BEDS PRIOR TO PLANTING OPERATIONS. 5. NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF LANDSCAPE ARGHITEGT /OWNER. 6. ALL PLANTS SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. 7. ALL PLANT MATERIALS AND PLANT LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. AL -L PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING WITH ALASKA FI5H FERTILIZER SOLUTION. 8. ROOT BARRIER SHALL BE INCORPORATED ADJACENT AND PARALLEL TO PAYING, CURB AND SIDEWALK, A MINIMUM OF 15 LINEAR FEET (7S' ON EITHER SIDE OF TRUNK), 24" DEEP, WHERE ANY TREE 15 WITHIN V OF PAVING, CURB OR SIDEWALK. ROOT BARRIER SHALL BE DEEPROOT UB -24 AS AVAILABLE FROM EWIN& IRRIGATION PRODUCTS, 2101 5 TACOMA WAY, TACOMA, WA 18401 (253) 476 -1530 OR APPROVED EQUAL. 1. 501L AMENDMENT FOR 501L PREPARATION AND PLANTING BAGKFILL SHALL BE A SCREENED 5 /8" MINUS NITRIFIED WOOD RESIDUAL 00MF05T EQUAL TO: A. "SILVER SPRINGS TOP GRADE COMPOST" BRAND COMPOST AS AVAILABLE FROM GORLI55 RESOURCES LAKE TAPP5, WA (253) 271 -g102. B. "CEDAR GROVE COMPOST" BRAND COMPOST AS AVAILABLE FROM CEDAR GROVE COMPOST, MAPLE VALLEY, WA (877) 764 - 5'148. G. PREP /LRI COMPOST AS AVAILABLE FROM RANDLE5 SAND AND GRAVEL, INC., PUYALLUP, WA (253) 537 -6828. 10. 501L PREPARATION - (ALL LANDSCAPE AREAS). SPREAD g G.Y. OF SPECIFIED 501L AMENDMENT PER 1000 S.F. (APPROX. 3" DEPTH) OF AREA. SPREAD 100 LB5. /1000 S.F. OF DOLOMITE LIME (IN LAWN AREAS ONLY), 150 LBS. /1000 S.F. OF AGRICULTURAL GYPSUM AND 15 L65. /1000 5.F, OF Ib -8 -8 COMMERCIAL FERTILIZER OVER 501L AMENDMENT. ROTO -TILL ALL OF THE ABOVE TO A b " -8" DEPTH AND GRADE SMOOTH, GOMPAGTIN& AS REQUIRED AND REMOVING ALL ROCKS, CLOD5 AND DEBRIS. 11. BAGKFILL MIX FOR ALL PLANTS (EXCEPT RHODODENDRONS 4 AZALEAS) SHALL BE A BLEND OF 1/3 EXISTING SITE SOIL, 1/3 COARSE= SAND, AND 1/3 501L AMENDMENT SPECIFIED IN NO. 1. BAGKFILL MIX FOR RHODODENDRONS AND AZALEAS SHALL CON515T OF 2/3 ABOVE SPECIFIED BACKFILL MIX AND 1/3 FINE GRIND HEM -FIR BARK MULCH. 12. APPLY OSMOGOTE I8 -6 -12, g MONTH SLOW RELEASE FERTILIZER OVER THE SURFACE OF ALL PLANT PITS AT THE FOLLOWING RATES. TREES OVER 10' HEIGHT 2 CUPS TREES UNDER 10' HEIGHT: I CUP ALL SHRUBS EXCEPT I GALLONS: 1/2 CUP I GALLON PLANTS: 1/4 CUP GROUND COVERS: 1/4 CUP 13. FERTILIZER TABLETS FOR ALL PLANTS SHALL BE AGRIFORM (20 -10 -5) 21 GRAM OR 10 GRAM TABLETS DISTRIBUTED AS FOLLOWS: ALL TREES: 4 -21 GRAM TABLETS, ALL SHRUBS (EXCEPT I GALLONS): 3 -21 GRAM TABLETS, ALL I GALLONS: 1 -21 GRAM TABLET, ALL 2 -1/4" AND 4" POT GROUND COVERS: 1 -10 GRAM TABLET EACH. SET TABLETS DIRECTLY NEXT TO ROOTBALL. 14. ALL SHRUB AND GROUND COVER BEDS SHALL RECEIVE A 2" DEPTH (6 G.Y. PER 1000 S.F.) OF "FINE GRIND" HEM/FIR BARK MULCH Ac TOP DRE551N&. Q I5. APPLY A GRANULAR PRE - EMERGENT HERBICIDE TO ALL SHRUB AND &ROUNDCOVER BEDS AT THE CONCLUSION OF THE MAINTENANCE PERIOD. DO NOT USE a GA5ARON OR NORA5AG BRANDS. _6 lb. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCH ITEGT /OWNER. o N 17. ALL PLANTS SHALL BE GUARANTEED FOR ONE FULL YEAR FROM DATE OF PROJECT ACCEPTANCE. ALL REPLACED PLANTS SHALL E' E RE- GUARANTEED. ALL REPLACEMENTS SHALL BE MADE WITHIN 21 DAYS OF RECEIVING WRITTEN NOTICE FROM THE OWNER. CONTRACTOR SHALL NOT BE RE.5PON5IBLE FOR PLANTS o DYING DUE TO OWNER NEGLECT OR VANDALISM, AFTER THE MAINTENANCE PERIOD. 18. PLANT LI5T QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST � 4NITH ACTUAL PLAN GALL -OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. &ROUNDGOVER AND /OR MA55 SHRUB QUANTITIES SHALL BE AD JU5TED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED 5PAGING. A. FINAL INSPECTION SHALL OGGUR AT THE CONCLU5ION OF A 60 -DAY MAINTENANCE PERIOD. MAINTENANCE PERIOD SHALL COMMENCE= UPON COMPLETION OF ALL LANDSCAPE INSTALLATION ACTIVITIES AND SHALL INCLUDE THE FOLLOWING: ' A. REMOVE ALL WEEDS OVER I" IN HEIGHT. o B. REPLACE DEAD OR UNHEALTHY PLANTS. C? G. ENSURE PROPER FUNCTION OF IRRIGATION SYSTEM. v D. ENSURE ADEQUATE MOISTURE 15 DELIVERED TO ALL LANDSCAPE BEDS INCLUDING NON - IRRIGATED AREAS. E. FERTILIZE ALL LAWN5 AT CONCLUSION OF MAINTENANCE PERIOD. 'MAC I G CARPET' SP I REA - (a) 'CRIMSON PYGMY' BARBERRY - ._._ T LUYKEN' LA REL EY DOGWOO DROOPING LEUGOTHOE evisions- 09116/14 �2 Site plan ® Cn � ' (1B 2 ALL RIGHTS RESERVI THE PROPERTY OF N ARE NOT TO BE USED ANY MANNER, WIT 'ERMISSION. 'CR EN ARROW' A ASKA GED KINNIKINNIGK Ba `T 1 TILE BUNNY' RA55 'MAGIC CARPET' 5PIREA + + + + + ++ + I (1 O) i �'- OTTO LUYKEN' LAUREL ," 'CRIMSON P a ! ROOFING LEU OTHOE 'CRIMSON 5ENTRY' MAPLE (B) 'HANCOCK' + CORALBERRY + + + + + ACIC CARPE ' 5PIREA CRIMSON - PYGMY' BARBERRY ,, I (1 O) HANCOCK' C( RAI 5 R c IF 'MAGIC CARPET' 5PIREA x(41) ` ROOFING LEU OTHOE (II) ( ) DRO FIND LEUGOTHOE � RED FLW G CURRANT- i + + 'MA610 CARPET' 5PIREA RIM5ON PYGMY' B RBERRY- (10) + + I " CREEP I N& 5 RG GOGGA 'HANCOCK' CORAL (I �) BERRY 'SOFT TOUCH 'LITTLE BUNNY,' GRASS ' (46) LA DE ORO' DA1''",LILY ° 'COPPER 11 NA' N IN A K-� t " • ARROW , ASKA CED/ (q.0) 'FIRE POWER' NANDINA + + 'MOUNTA E I 15 )REEN (1) 'HINO- CRIMSON' AZALEA - + g) 'HINO- CRIMSaN' AZA E (6) + + +, Oct) + WALL SEE KINNIKINNI �7 + , ° t" ° "• 'FIRE POWER' NANDINA (3) KINNIKINNIGK ° ° ° I 'STELLA DE ORO' DA L j Y + 'OTTO LUYKEN' LAU E + L.I MACIG CARPET' 5PIREA ° ° ( J ° ° 'FIRE POWER' NANDINA M Lu '5ATOM1' DOGWOOD + + (1) I (1) ° 'HINO- CRIMSON' AZALEA o o 'SOFT TOUGH' HOLLY t 'MAGIC CARPE ' 5PIREA (7) (a) (10) 'SUMMER SNOWFLAKE' VIBURNUM + '; ' ° IF POWER' NANDI 'A -DROOPING LEU OTHOE 'GREEN ARROW' ALASKA CEDAR +' )IRE" STELLA DE ORO' DAY LILY + S5) FT TOUGH' HOLLY 4� TO LUYKEN' L UREL (52) MOUNTAIN FIRE' PEIRIS KINNIKINNIGK + KELSEY DOCWOOp • IC CAR 5PIREA �filN - 'CRIMSON PYCM BARBERRY G PERTIN NINEBARK . ' t 'GREEN ARROW' ALASKA GED 'OTTO LUYKEN' LAUREL + + (4) -- -- - --- ++ + (1) (a) + i" ++ 'O O LUYKEN' LAUREL + 'MAGIGI CARPET (8) 5PIREA KINNIKINNIGK + + (a) KELSEY DOGWOOD + + MO HER 5 DAY AZALEA ° + ± + + + + ++ _ 'CRIMSON FYC (5) ' BARBERRY (18) ° + + ++ + 17� OOF'INC LEU OTHOE KINNIKINNIGK + + ++ +` 'MAGIC. CARFETI 5PIREA SUMMER SNOWFLAKE VIBURN M + + + + + + + + + + + + + ± �1)REE'N.,ARROW' ALASKA GEDI \ + ++ ++ + + + + + ++ + 'GRIMSON'PYGM ' BARBERRY 71 (14) 'GRIM ON P MY' BARBERRY P " ` G 'OFFERTINA' NI �EEIARK e/'^'j{I., GHANTIGLEER' %.WR G FEAR:` It DOGW OD �2,)4TOMI 'MAGIC, CARPET' 5PIREA MEXICAN FEATHER GRASS (I 1) (72) 'CRIMSON PYGMY' BARBERRY MAGIC CARPET' 5FIREA (12) 'STELLA DE ORO' DAY LILY (11) 'LITTLE BUNNY' BRASS % (71) (5a) TA H OMA BLVD SE � 'HINO- CRIMSON' (6) AZALEA 'MAC 1 G CARPET' , 5P I REA _ 18" PRE'ICAST CONCRETE CAP. DOWEL IN Q a MINIMUM (2) a n DOWELS PER CAP SECTION. GROUT a SOLID Q EACH II LOCATION �}' 1ZIVEl� 120GK 4" &T- VENEER 6" CONCRETE BLOCK 4 REBAR PER STRUCTURAL, GROUT SOLID @ EACH LOCATION l r. vl1 I I I I I as II FOOTING PER d �J STRUCTURAL ° ,STONE WALL SECTION = V -0" NORTH 0 20 40 60 feet SCALE: 1" = 20' 0 Keynotes t JEFFREY General Notes: Legend blwlr� (D 0 r-1 U (D V) _ "0 V m N E �o O NO co W1 PERMIT Revisions U U 0 co LO O � C3 0 0) ftz o a� u 3 o Q 0 LL Q = w U ZD Z co m Q Q W °'6 w > Z Lu > z J W LL. O LJ Z I� ATE OF HINGTON TENSED 'E ARCHITECT B.GLANDER ,E NO. 405 )N 02 -06 -2015 05/29/2014 Closing Date 1� Site plan evisions- 09116/14 �2 Site plan evisions- 10/15/14 ALL RIGHTS RESERVI THE PROPERTY OF N ARE NOT TO BE USED ANY MANNER, WIT 'ERMISSION. D THESE DRAWINGS ARE SGS ARCHITECTS AND OR REPRODUCED IN UT PRIOR WRITTEN Sleet Title LAN SCAPE PLAN ca ,31 eet No. L 1: *01 I MSGSProject No. I i c v N 0 0 N 0 v 0 v 0 v It IRRIGATION SCHEDULE SYMBOL MANUFACTURER /MODEL /DESCRIPTION DETAIL ❑ TORO DZK -- 100 -I -MF MEDIUM -FLOW DRIP CONTROL VALVE KIT. WITH 10/L1.03 I I" IRRITROL 700 ULTRAFLOW INLINE VALVE, I" AREA FOR DRIPLINE 34.02 TORO --r-FILTER, AND MEDIUM -FLOW PRESSURE 10.67 0.45 in/h REGULATOR AND FITTINGS. 56PM- 206PM. TORO DZK - 700 -I -MF 1" AREA FOR DRIPLINE AREA TO RECEIVE DRIPLINE I /L1. 22 NETAFIM TLDL -6 -15 (I5) TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.66PH EMITTERS AT I5.O" O.G. DRIPLINE LATERALS SPACED AT 42.00 8.63 0.45 in/h 3 TORO DZK - 700 -I -MF N11 N, 365(f 45.ci5 10.35 0.45 in/h 4 APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SURFACE AND SUB SURFACE INSTALLATIONS. UV RESISTANT. 1" AREA FOR DRIPLINE 36.82 47.5cf 12.05 0.45 in/h SYMBOL MANUFACTURER /MODEL /DESCRIPTION DETAIL Q TORO 075 -5LSC ONE - PIECE, 314" SINGLE LUG, QUICK COUPLER e5/L.1.05 TYPICAL START CONNECTION VALVE WITH STANDARD METAL COVER. z Q MATCO-NORCA 75Q BRASS SHUT OFF BALL VALVE, MATCH LINE cf/L 1.03 � SIZE. TWO PIECE BODY, BLOW -OUT PROOF DRIPPER SPACING 12" 18" 24" WATER SOURCE: DRIP STEM, CHROME PLATED SOLID BRASS BALL, THREADED, WITH PTFE SEATS. SAME S 1 ZE AS VALVE OR LATERAL DRIPPER FLOW 0.4 0.6 0.91 0.4 0.6 0.9 0.6 0.9 FROM VALVE. O MAINLINE PIPE. 0D DRAIN VALVE 3/4" CHAMPION BRASS ANGLE DRAIN VALVE &/L.1.03 BF FEBCO 550 11, DOUBLE CHECK BACKFLOW PREVENTION, 1/2" TO 5/L 1.03 O 211 © HUNTER ACC- 1200 -55 12 STATION OUTDOOR MODULAR CONTROLLER. 7/L1.03 NO MODULE REQUIRED. HIGH -END COMMERCIAL 15 292 233 17) 410 322 247 405 308 HEADER. USE. STAINLESS STEEL CABINET. AIR /VACUUM RELIEF VALVE- HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER w 25 397 321 23f3 558 438 335 553 423 TYPICAL TECHLINE EACH HIGH POINT. PCC, PRO -C, AND I -GORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BLANK TECHLINE TUBING BATTERY AND RUBBER MODULE COVER, AND 3 TUBING. 5 486 365 27� 656 514 394 649 497 GUTTER MOUNT BRACKET. M❑ WATER METER 3/4" FIELD VERIFY EXACT LOCATION, SEE CIVIL 2/L I.02 BERM. PLANS FOR ADDITIONAL INFO. IRR16ATION LATERAL LINE: PVC GLASS 200 SDR 21 PVC GLASS 200 IRRIGATION PIPE. INSTALL 12" HEADER. A BELOW GRADE IN LANDSCAPE AREAS AND 24" BELOW GRADE UNDER PAVED SURFACES. LATERALS WITH EMITTER IRR16ATION MAINLINE: PVC SCHEDULE 40 -- - - - - -- PVG SCHEDULE 40 IRRIGATION PIPE. INSTALL AT 15" BELOW GRADE IN LANDSCAPE AREAS 0.4 GPH DRIPPER 0.6 QPH DRIPPER 0.9 GPH DRIPPER �J PLUMBED TO PVC OR DOWN STAKE AT ALL TEES, AND 24" UNDER PAVED SURFACES. PIPE SLEEVE: PVC, SCHEDULE 40 ELLS, AND AT 5' O.C. AT INSTALL 24" BELOW GRADE Valve Collout # Vo Ive Number #" # Valve FIoW Valve Size VALVE SCHEDULE NUMBER MODEL SIZE TYPE PSI PSI ® POC GPM PRECIP I TORO DZK - 700 -1 -MF I" AREA FOR DRIPLINE 34.02 43.63 10.67 0.45 in/h 2 TORO DZK - 700 -I -MF 1" AREA FOR DRIPLINE 34.35 42.00 8.63 0.45 in/h 3 TORO DZK - 700 -I -MF 1" AREA FOR DRIPLINE 365(f 45.ci5 10.35 0.45 in/h 4 TORO DZK - 700 -1 -MF 1" AREA FOR DRIPLINE 36.82 47.5cf 12.05 0.45 in/h PVC MAINLINE. DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" ❑ FROM PLANTED AREA. 1 END FEED EXAMPLE IRRIGATION SPECIFICATIONS I. THIS PLAN IS DIAGRAMMATIC; ALL PIPING, VALVES, ETC. SHALL BE INSTALLED IN SHRUB BEDS WHERE POSSIBLE AND SHALL FOLLOW THE PLAN AS CLOSE AS IS PRACTICAL. �?. LOCATE ALL MAINLINES WITHIN THE PROJECT LIMITS. �. PIPE SIZES ARE CONSTANT BETWEEN PIPE SIZE CALL -OUTS. ALL LATERIAL PIPES SHALL BE INSTALLED AT 12" DEPTH AND 24" DEPTH UNDER PAVED AREAS. MAIINLINE 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. 84. NO IN -LINE WIRE SPLICES ALLOWED. SUPPLY VALVE BOXES AT ALL ELECTRICAL JUNCTIONS. TAPE AND BUNDLE WIRES EVERY 25 LINEAR FEET. q•. 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(S) AND WHERE INDICATED ON PLAN. CONTRACTOR SHALL PROVIDE ADJUSTABLE CHECK VALVES ON ANY IRRIGATION HEAD THAT EXPERIENCES LOW HEAD DRAINAGE. 10. ALL THREADED PIPE CONNECTIONS SHALL BE MADE USING TEFLON TAPE WRAPPED AT LEAST THREE TIMES AROUND PIPE THREADS. 11. ALL GATE AND ELECTRIC 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 1" IN SIZE, OR CLEAN SAND IF CLEAN TOPSOIL IS NOT AVAILABLE. 13., CONTRACTOR SHALL PROVIDE OWNER WITH ONE SET OF AS -BUILT RECORD DRAWINGS SHOWING EXACT ACTUAL LOCATIONS OF ALL SPRINKLER EQUIPMENT. CONTRACTOR SHALL ORIENT OWNER WITH COMPLETE SYSTEM AND CONTROLLER OPERATIONS, AND WINTERIZATION PROCEDURES. 14. CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT SHOWN ON THE PLANS AND INDICATED IN THE SPECIFICATIONS TO ACHIEVE PROPER OPERATION OF 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 PREVENTOR SHALL BE INSPECTED AND TESTED BY A CERTIFIED BACKFLOW DEVICE INSPECTOR. PROVIDE OWNER WITH ONE COPY OF APPROVAL CERTIFICATE. TYPICAL OFFSET 2" FROM z -�--- o co SLOPED CONDITION NOTES: TYPICAL LATERAL HARDSCAPE, 4" FROM Z J w >_ o-C ff PIPE FROM VALVE PLANTED AREA. JEFFREY B. 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. ASSEMBLY, SIZE •� o_ N 2. IN AIR RELIEF VALVE AT iIGHEST POINT. PER PLANS. J z m 3. TECHLINE NORMAL SPACING WITI _IIN THE TOP % OF SLOPE, DC m 4. INSTALL TECHLINE AT NORMAL `.;PACING PLUS 25% AT THE BOTTOM Y3 OF THE SLOPE. ❑ _ 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM Y3 ON A SEPARATE VALVE. o6 ' PORLYETHYLENE OR PVC w Q TECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET) TYPICAL START CONNECTION z Q � SXSXT TEE W/ TECHLINE MALE � DRIPPER SPACING 12" 18" 24" WATER SOURCE: DRIP ADAPTER. i- VALVE OR LATERAL DRIPPER FLOW 0.4 0.6 0.91 0.4 0.6 0.9 0.6 0.9 FROM VALVE. O 0 w Z RATE (GPH) DRIPLINE SPACING AS Dal O NOTED. U TYPICAL SUPPLY 15 292 233 17) 410 322 247 405 308 HEADER. AIR /VACUUM RELIEF VALVE- PLUMBED TO TECLINE AT w 25 397 321 23f3 558 438 335 553 423 TYPICAL TECHLINE EACH HIGH POINT. rZ^ DRIPPER LINE BLANK TECHLINE TUBING 3 TUBING. 5 486 365 27� 656 514 394 649 497 CENTERED ON MOUND OR TYPICAL POLY Z 45 520 407 3111 BERM. _ 732 574 439 725 555 ORCEXOR HEADER. A TYPICAL TECHLINE TUBING TECHLINE FLOW PER 100 FEET LATERALS WITH EMITTER n LINE FLUSING VALVE SPACING AS NOTED. TIE 0.4 GPH DRIPPER 0.6 QPH DRIPPER 0.9 GPH DRIPPER �J PLUMBED TO PVC OR DOWN STAKE AT ALL TEES, DRIPPER POLY. ELLS, AND AT 5' O.C. AT SPACING GPH GPM GPH GPM GPH GPM AIR /VACUUM RELIEF ( A ~_ CLAY, 4' O.C. AT LOAM, OR VALVE, INSTALL AT 3' O.C. AT SAND. 12" 40.00 0.67 61.80 1.02 92.00 1.53 HIGH POINT OF LINE FLUSHING VALVE PLUMBED TO PVC OR SYSTEM. 18" 26.67 0.44 41.80 0.68 61.00 1.02 ® IN -LINE SPRING CHECK POLY LINE AT LOW END, VALVE FOR LOW HEAD 24" N/A N/A 31.80 AS NOTED. F 0.51 46.00 0.77 DRAINAGE. CENTER FEED EXAMPLE TYPICAL NETAFIM TECHLINE REQUIREMENTS ,„ 1, EXAMPLES LEGEND b\ w n 0 J V) r-> Li a_ 0 J 1 i PLAN I DIAGRAMMATIC LOGAT)E ALL EQUIPMENT WITHIN LAND�GAPE BEDS. NEW 3/4" METEI�FIELD Y EXACT LOGATI N. STATIC 'RE 15 55 P51 PE CITY OF AINLINE IY4 ", TYP OI r H WALL S W I AR6 -tt- ' LU �Q J INSTALL GONTROLLEI ELECTRICAL ROOM VERIFY WITH PROJEC ARCHITECT. GEN. CONTRACTOR SHALL PROVIDE POWER TO CONTROLLER AND A TO THE NEAREST LAI` BED TAHOMA BLVD SE NO TH b4 0 20 40 ISLAND MEDIAN ISLAND, MEDIAN ISLAND, IRREGULAR AREAS: LAYOUT DOWN SLOPE - 1 DOWN SLOPE - 2 TRIANGULAR IRREGULAR AREAS: ODD CURVES 328413.56 -26 AF SCALE: 1 " = 20' T WATER METER/ POINT OF CONNECTION (P.O.C.) - SEE PLAN FOR LOCATION(S) BALL VALVE DOUBLE CHECK VALVE ASSEMBLY (SEE DRAWING FOR LOCATION AND SIZE) QUICK COUPLER MANUAL DRAIN VALVE D __ MAINLINE _ - POINT OF� CONNECTION (POC) DETAIL N.T.S. M 328409 -02 0 Keynotes y � z -�--- o co U 30 Z J w >_ o-C ff 0 JEFFREY B. GLANDER & ASSOCIATES, PLLC Lmdeoape Arohtteott" & Site Planning 1821 4th Avenue East Olympia, WA 98506 (360) 357 -6972 General Notes: Legend r L C) M o� "o � r r\ 10 co o` 0 �o c� PERMIT C/1 4-o -�--- o co U 30 Z J w >_ o-C 0 Q N Q Q •� o_ N � Q J J U 0 STATE OF ASHINGTON LICENSED 'APE ARCHITECT EY B. GLANDER TENSE NO. 405 ES ON 02 -06 -2015 05/29/2014 Revisions Closing Date SNgD arF;Me WosEG019V68V44 Site pl n Revisions - 10/15/14 ALL RIGHTS RESE VED THESE DRAWINGS ARE THE PROPERTY CF MSGS ARCHITECTS AND ARE NOT TO BE L SED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title I R R GATI O N LAN Sheet No. L e02 MSS Project No. 113 -133 3 Z J w >_ 0 Q Q LU N U J J z m DC m O W _ J o6 W w Q > LU Z LU > z Q � � J w i- O 0 w Z Dal O U STATE OF ASHINGTON LICENSED 'APE ARCHITECT EY B. GLANDER TENSE NO. 405 ES ON 02 -06 -2015 05/29/2014 Revisions Closing Date SNgD arF;Me WosEG019V68V44 Site pl n Revisions - 10/15/14 ALL RIGHTS RESE VED THESE DRAWINGS ARE THE PROPERTY CF MSGS ARCHITECTS AND ARE NOT TO BE L SED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title I R R GATI O N LAN Sheet No. L e02 MSS Project No. 113 -133 v 0 0 a� N 4 0 v JJ J wi M v O ~ Qa Imo K N 0 J J 'PDX i) J 1" CHAINLOCK TREE TIES (2) -BVC WOOD TREE STAKES (8' HT.) 2" MULCH IN BASIN 3" WATER RETENTION BASIN (IN SHRUB AND GROUNDCOVER AREAS ONLY) FERTILIZER TABLETS - - REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL. BACKFILL SOIL MIX NOTES: 1. REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. 2. INSTALL 24" DEPTH ROOT BARRIER AT THE EDGE OF ANY PAVING OF WITHIN 8 FT. OF TREE TRUNK. TREE PLANTING & STAKING DETAIL N.T.S. 32 9343 -03 r'"" " "�r "T ' '� �� " IN TURF AND V ALL OTHER ION SHEET 6" MIN. DEARANCE PVC MAINLINE BACKFLOW PREVENTOR PEA GRAVEL (INSTALL MIN. 2 CU. FT. BELOW BACKFLOW PREVENTOR) DOUBLE CHECK VALVE (DCVA) NITS 3284 -02 RAINBIRD #6310 VALVE MARKER 2" PVC SLEEVE MAIN LINE REDUCING TEE- = I R IS H G R !7; _ CHAMPION #200 -075 (OR EQ.) BRASS ANGLE VALVE WITH UNION. INSTALL AT ALL MAINLINE LOW POINTS TO FACILITATE COMPLETE MAINLINE DRAINAGE. 3/4" CLOSE NIPPLE z 3/4' X 3" PROTECTIVE PVC NIPPLE �" �:� �► N GRAVEL SUMP �=-- -� (2 CU. FT.) 12 MIN. MANUAL DRAIN VALVE DETAIL C. NTS 328406 -01 CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 213 "X" AREA FOR SPACING ADJUSTMENT EDGE OF PLANTING BED ti d WIDTH VARIES d MULCH REFER TO PLAN �- ° 0 FINISH GRADE (INCULUDING 3" ° d d WATERING BASIN BERM BED MULCH) 3' MIN.; REFER TO PLANTING PIT ROOTBALL ° 2" ® SHRUB BEDS, PLAN FOR SPECIFIC SHALL BE A DEPTH FERTILIZER TABLETS, FLUSH ® LAWN AREA - BERM & CROWN HTS. - - - - -- 1 MIN. OF TWICE a _______ T -'' 2 " -6" DEPTH + + THE ROOTBALL 6" MIN.� / \ / \ / \ — DEPTH -- _ - = - _ - _ _ - = SUB -BASE MATERIAL _ PEEL BURLAP BACK FROM \ �\ —� -� I''' I' TOP HALF OF ROOT BALL ASPHALT PAVING — / / V \ ROOTBALL AFTER PLACING SHRUB IN NATIVE SOIL —� _+_+17 kT — I + + + + + DIAMETER PLANTING HOLE (REMOVE CONCRETE CURB OR TOPSOIL FILL - REFER TO COMPLETELY IF FIBERGLASS ADJACENT PAVEMENT TRIANGULAR SPACING WIT HIIN 6 /611/ OR TREATED). SPECIFICATIONS FOR SOIL TYPE PLANTING BE_D 2/3 "X" MIN. MIN PLANTING PIT SHALL BACKFILL SOIL MIX NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT BE A MINIMUM OF PAVEMIENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL. SPECIFIED PLANIF SPACING = "X" TWICE THE ROOT- INDIVIDUAL PLANTS RERRESENTED AS: + PLANT SPACING DETAIL SHRUB PLANTING DETAIL (B &B OR CONT.) PARKING ISLAND PLANTER DETAIL NT S 3293 -01 NITS 329333-01 33 01 NTS 3294 -01 10" DIAMETER ROUND VALVE IS ET BOX 2" ABOVE GRADE AT SHRUBS. - BOX, SEE SPECIFICATIONS. ET BOX FLUSH TO GRADE AT LAWN. FINISH GRADE. `- r,r - - -� n �— L-' i C III —IIIIIIIIIIIII- I III -I' °IF F m COMMON FOUR BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. ISOLATION VALVE AS L PVC MAIN LINE. SPECIFIED. SLIP /THREAD COUPLING. 6" SCHEDULE 80 THREADED NIPPLE. BRASS ISOLATION VALVE 1 1/2" 20 "X14" JUMBO -- PLASTIC VALVE BOk, PVC TRUE UNION BALL VALVE. 2" ABOVE GRADE AT / SHRUBS. SET BOX FLUSH AT TURF. z SCH. a0 RISER. \ — SxT TEE VV 2" NIPPLE AT MAINLINE. Y2' WIRE CLO -TH GOPHER- SCREEN, WRAIP UP SIDES. 328406.33 -01 CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. RCV AS SPECIFIED. BASKET FILTER AS SPECIFIED. PRESSURE REGULATOR AS SPECIFIED. FPVC UNION W/ SHORT NIPPLES. — III III —I '- 11111111111,111 mow III JO m0, CD o l N OUTLET PIPE SAME SIZE- AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. 45' DOWN AS REQ. TO LATERAL PIPE DEPTH. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF THE BOX. 1" DRIP VALVE W /BASKET FILTER 1 1/2" 328413.76 -26 SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECII SECURELY BOLT CONTR TO WALL. INSTALL BA( BATTERIES AS REQUIRE[ GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. 0_o LONG SWEEP WALL MOUNT CONTROLLER 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. PVC SCH. 40 bLLOW GRADE. DRIPLINE BARBED ELL. ANTELCO RATCHET CLAMP NO. 44345 AT ALL BARBED CONNECTIONS. 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. - SOIL DRIPLINE AS SPECIFIED. SURFACE I W ! ;111 =III II =11 III= 1�11�11�11�1 Ld —III III II III —III. 328409.13 -01 I'),, kA.,v a a a 'I 111,;;111 TWO STAINLESS -� STEEL CLAMPS. 1/2" X 36" GALV - STEEL PIPE. THREE PVC SCH i80 10" DIAMETER VALVE BOX. �+! HEAD BRAND "QVC" ON LID Q WITH 2" HIGH CHARACTERS. m Q a w � Of z Q O E g m 6 < Q Z = _ V) (y) Z FINISHED GRADE. j D N QUICK COUPLING VALVE AS SPECIFIED. GALV. NIPPLE, LENGTH AS REQ. 6" DEEP LAYER OF 3/4" CRUSHED ROCK. I 3" PVC SCHEDULE 80 NIPPLE. ELLS. — 12" PVC SCHEDULE 80 NIPPLE. QUICK COUPLING VALVE IN BOX 1 1/2" = 1'=O" DRIIPLINE BARBED INSERT TEE OR ELL. 99— RATCHET CLAMP AT ALL BARBED CONNECTIONS, ANTELCO PART NO. 44345. BANK DRIPLINE TUBING RISER, LENGTH AS REQUIRED. 328406.43 -02 0 3: �+! }o C) o D LANE �JI Ao6— � RATCHET CLAMP AT ALL BARBED O E U 6 < Q Q CONINECTIONS, ANTELCO PART (y) m O C Q z � BLANK DRIPLINE TUBING RISER. plan - 10/15/14 V) O 03 N0. 44345. m U � - `0 • _ rT NT >W-- INSE =RT ADAPTER, ANTELCO D, > W Z w > 0 Z Q "XPANDO" 13MM X 14MM, PART Q � J w i" N0. 45595. J O w w Z TYPICAL "XPANDO" ADAPTER AT NOTE: 0 DRILLED HOLE IN PVC MANIFOLD, WITH �� 13MIM ANTELCO "CAPO" RUBBER GROMMET, 1. USE RATCHET CLAMP RATCHET CLAMP, AS PER DETAIL. N0. 45735. AT ALL BARBED CONNECTIONS. DRIL -L 5/ 8" HOLE IN PVC 2. THOROUGHLY FLUSH SCH 40 PVC SUPPLY AND EXAUST MANIFOLD PIPE AT DRIP LINE SYSTEM TO REMOVE HEADER, MINIMUM 1 -1/2" DIAMETER, SPACING. YOU MUST USE A "FOIRSTNER" DRILL BIT FOR ANY DRILL BURRS OR DEBRIS. UNLESS NOTED AS LARGER ON PLAN. DRIL -LING INTO PVC. R REMOVE SUPPLY LATERAL LINE DRILL HOLES FOR EXPANDO INSERT E ANY EXCESS BURRS ROUGH FROM VALVE, SIZE AS ADAPTER AS PER DETAIL. ANY PER PLANS. TYPICAL DRIPLINE TO MANIFOLD CONNECTION WITH "XPANDO" ADAPTER TYPICAL "XPAND(D" ADAPTER INSTALLATION AT MANIFOLD DRIPLINE TO MANIFOLD "XPANDO" ADAPTER CONNECTION N.T.S. 328413.56 -83 11 General Notes: Legend 1 u �+! }o C) o D LANE o 00 Ao6— � 0 Z w >_ E U 6 < Q Q _ _o (y) U O C Q z � } plan - 10/15/14 V) O 03 m U � _ Q `0 • O rT NT >W-- E�; •Q D, > W Z w > 0 Z Q o Q � J w u ALL RIGHTS RES RVED THESE DRAWINGS ARE THE PROPERTY F MSGS ARCHITECTS AND ARE NOT TO BE JSED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title ETAILS I Sheet No. L'I • M GS Project No. _ 13 -133 STATE OF WASHINGTON Q LICENSED LANE 3 Ao6— � 0 Z w >_ E IRES ON 02 -06 -2015 6 < Q Q _ Closing Date h U J Q z � ° plan - 10/15/14 � m O W _ Q � J 05 W L. >W-- uJ iD Q > W Z w > Z Q J w i" O J O w w Z 0 ALL RIGHTS RES RVED THESE DRAWINGS ARE THE PROPERTY F MSGS ARCHITECTS AND ARE NOT TO BE JSED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title ETAILS I Sheet No. L'I • M GS Project No. _ 13 -133 STATE OF WASHINGTON LICENSED LANE SCAPE ARCHITECT Ao6— J EY B. GLANDER ENSE N0.405 E IRES ON 02 -06 -2015 PERMIT 05/29/2014 Revisions Closing Date Site plan Revisions - 09/16/14 A2 Site Revisions plan - 10/15/14 ALL RIGHTS RES RVED THESE DRAWINGS ARE THE PROPERTY F MSGS ARCHITECTS AND ARE NOT TO BE JSED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title ETAILS I Sheet No. L'I • M GS Project No. _ 13 -133