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20140164 Peer Redlines 08112014qc G N O T � N a 5 v �g 3� OWNER: PARCEL: 45170000300 OWNER: OLYMPIA FEDERAL SAVINGS PO BOX 1338 OLYMPIA, WA 98507 SITE ADDRESS: 907 YELM AVE YELM, WA 98597 ZONING: C -1 (VILLAGE RETAIL) CONSULTANTS: CIVIL SCJ ALLIANCE 8730 TAILON 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 11TII ITIFS- 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 SEC 24, T17N, R1E, WM OLYMPIA FEDERAL SAVINGS CONSTRUCTION PLANS YELM, WA �\ \ \ A V\� v ` f o i S "� •�' a 2�� In' i 40' 0 40' 80' LEGAL DESCRIPTION SCALE: 1 ° =40' Scale FEET N BINDING SITE PLAN EAGLE PLAZA ESP LT 3 DOCUMENT 4212931 ; AND A PROPORTIONATE UNDIVIDED OWNERSHIP INTEREST IN THE COMMON AREA, TRACT A. CONDITIONS OF APPROVAL: TO BE ISSUED AT LAND USE APPROVAL 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. 1�qi SITE ` 1l "e ti BERRY VALLEY RD 5` y \�S ak' �sr X11 x,14` �4J2' �P /ICJ N BASIS OF BEARING: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP- 08- 0347 -NL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 VICINITY MAP NTS SHEET INDEX SHEET NO. DRAWING NO. DESCRIPTION 1 CVI COVER SHEET 2 ECI 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 UTIUTY PLAN 8 UTZ UTIUTY 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 ELEVARON = 347.206 Lu Lu 2 LL W O (D C/) 0 Z Q W m Lu ILL Q a J O 12010 L JEG AUG 11 2014 via" LCS APPRN Mer JEG �U 1 8 2514 A 6/1812014 J56 Ns 995.02 APPROVED FOR CONSTRUCTION DRANING MU No: 995.02 CV1 dM BY: D3tc: DRAWNG N. Dovelopmcm Servi� a Fnnginee� APPROVAL EXPIRES: CV1 SNFE No: 1 of z O N— C7 LLJz x 0 z m W Zo W n U ? " > <6- ¢o0 ' Lo W 3Mo a a z z m � `l ¢ M N Z 0 ° zM U U a ~ V/ 0 w Lu Lu 2 LL W O (D C/) 0 Z Q W m Lu ILL Q a J O 12010 L JEG AUG 11 2014 via" LCS APPRN Mer JEG �U 1 8 2514 A 6/1812014 J56 Ns 995.02 APPROVED FOR CONSTRUCTION DRANING MU No: 995.02 CV1 dM BY: D3tc: DRAWNG N. Dovelopmcm Servi� a Fnnginee� APPROVAL EXPIRES: CV1 SNFE No: 1 of z O N— C7 LLJz x 0 z n C C O mg �K �k la o= N V og °sK N4 3 i — -- — .. ............ — — .e ---- — ------ � ......... F w \\ ♦— m.mv�v 5� e .__ 3 vvv vun M . \\\ 3 . \\ ' � � m — . - -- ----- \lr V P 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. \ :545 SEC 24, T1 7N, R1 E, WM s i \ �No �€ U �N �N Q a a0c ' o r J z a �a „ J W N \~ 0 ¢ m Z 0 z° om U ° I + + 1 m 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. \ :545 SEC 24, T1 7N, R1 E, WM s i \ �No —_ —_— —f 1 �.0 2 AV SR \� AW 0 p Q _ . . I.• .�nw. \_ A __...... ......... .... ..... ..... ............W � � A A� �Q . o 000� ME aovm Y BANK FF: 347.0 �345� I 7 7 ... ._ _. -- -LEASE FF: 347.0 7 COMM RM FF: 347.0 l� o x'. BASIS OF BEARING:: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YU RECORDED UNDER AUDITOR'S FILE NO. 4112931 0 20 40 SCALE IN FEET PROPERTY UNE .. ...................... EXISTING CONTOUR — PROPOSED CONTOUR — CT —ET —O— SILT FENCE — X —X —X— CONSTRUCTION FENCING ElINLET PROTECTION — — — — — — — — — — SAWCUT TESC CONSTRUCTION NOTES: 1. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. 2. CONTRACTOR TO INSTALL ORANGE CONSTRUCTION FENCING AT EDGE OF SIDEWALK ON NORTH, WEST AND EAST PROPERTY LINES. 3. ALL EXISTING UTIUTIES SHALL BE LOCATED AND PROTECTED IN PLACE. IT IS CONTRACTOR'S RESPONSIBILITY TO BE AWARE OF ALL UTILITIES. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION k SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT AS REQUIRED. 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. B. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: Ilevelopmem kcry ,,s Engineer APPROVAL EXPIRES: W ( U �N �N Q a a0c ' o J z a �a „ J W N \~ 0 ¢ m Z 0 z° om U ° I + + 1 m .- .. ... 4 I I I I l� o x'. BASIS OF BEARING:: HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP -08- 0347 -YU RECORDED UNDER AUDITOR'S FILE NO. 4112931 0 20 40 SCALE IN FEET PROPERTY UNE .. ...................... EXISTING CONTOUR — PROPOSED CONTOUR — CT —ET —O— SILT FENCE — X —X —X— CONSTRUCTION FENCING ElINLET PROTECTION — — — — — — — — — — SAWCUT TESC CONSTRUCTION NOTES: 1. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. 2. CONTRACTOR TO INSTALL ORANGE CONSTRUCTION FENCING AT EDGE OF SIDEWALK ON NORTH, WEST AND EAST PROPERTY LINES. 3. ALL EXISTING UTIUTIES SHALL BE LOCATED AND PROTECTED IN PLACE. IT IS CONTRACTOR'S RESPONSIBILITY TO BE AWARE OF ALL UTILITIES. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION k SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT AS REQUIRED. 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. B. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: Ilevelopmem kcry ,,s Engineer APPROVAL EXPIRES: z Q CL U Tn W F- Cn 0 Z Q z cn o J � z W L w tl � Lij Q d J O JEG I BM LC9 I BM JEG 611812014 e: 995.02 NG nI N. 995.02 EC1.dwg NG N. EC1 Nu 2 ar 9 W Zw U �N �N Q a a0c ' o J z a �a „ J W N ¢ m Z 0 z° om U U �d 0 m z Q CL U Tn W F- Cn 0 Z Q z cn o J � z W L w tl � Lij Q d J O JEG I BM LC9 I BM JEG 611812014 e: 995.02 NG nI N. 995.02 EC1.dwg NG N. EC1 Nu 2 ar 9 x a N 0 s FS F N R FF i YJ 5F FE a a 0 0 a I &Lyi o� N N ogR i m� �i 3i 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, IWTH 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 IWRES 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 EUMINATED. IN SUCH A CASE THE FILTER FABRIC IS STAPLED OR IWRED DIRECTLY TO THE POSTS PATH 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 IWRE MESH TO THE TOP OF THE BLOCKS. USE 3/4-TO 3 -INCH GRAVEL. 4. PLACE IWRE 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 WATH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS PLACE FILTER FABRIC OVER WARE MESH. 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WATH 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 WDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/LINEAR YARD. IT MUST BE SO APPUED THAT IT IS IN COMPLETE CONTACT WATH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WARE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES: 1. SEED AND MULCH SHALL BE APPUED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4-INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL. 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION ENTRANCES: 1. MATERIAL SHALL BE 4' TO 8' QUARRY SPALLS AND MAY BE TOP- DRESSED WITH 1' TO 3' ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WDTH 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 YELIM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXIISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL. 2. EROSION CONTROL MEASURES ARE NOT UMITED 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 REMEIWNG AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE. B. STABIILIZED CONSTRUCTION ENTRANCE CONFORM TO STABIUZED ENTRANCE DETAIL STABILIZED CONSIIRUCTION 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 WTH THE CLEARING OPERATIONS IS STABIUZED. THE CONTRACTOR IS RESPONSIBLE . FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNIER, 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 NEPAIRS 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 STABIUZED WATHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT UMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTINIG, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PEIRMITS. 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQIUIRED TO CORRECT /PREVENT EROSION/SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10, ALL STORM ORAINACE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED %0 THAT SEDIMENT -LADEN WATER WALL 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 DEWIATERING 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 PUBIUC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBUC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUT/FILL SLOPES. 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALIL BE REPAIRED, RESEEDED, AND FERTIUZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THEE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18, NO MATERIAL_ SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SITE DISTUR13ED 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 GRATE GEOTEXTILE CB FILTER, PER MANUFACTURERS SPECIFICATIONS CROSS SECTION ' T, NOT TO SCALE 4Yill ISOMETRIC VIEW REFERENCE. BMP SCJ ALLIANCE STORMWATER DRANAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON12009 C220 DATE 0512013 STORM DRAIN INLET PROTECTION w/ CB FILTERS 2x2 WOOD POST FENCING MATERIAL 9 g STAPLE TOP TIE SELF - LOCKING TIE - NYLON 616 (MIN. GRADE), r- 504 MIN. TENSILE STRENGTH, UV STABILIZED HIGH DENSIT POLYETHYLENE OR LYPROPYLENE ESH, AND SHALL BE UV RESIST NT. ORANGE COLOR OEM", FENCING MATERIAL S STEEL T -BAR POST JOINTS IN FILTER FABRIC SHALL BE SPUCED 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'x7k14 Ga WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED u VURY BOTTOM OF FILTER ATERIAL IN 4'X4' MIN RENCH 6' -0' MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED SCJ ALLIANCE DANE. 05V2013 SELF - LOCKING TIE -NYLON BAR( IN. GRACE) 504 MIN. TENSILE STRENGTH, L ENVIRONMENTALLY 2' -0" SENSITIVE AREA BOUNDARY 2.2 WOOD OR STEEL T -BAR POST 4'x4' MIN TRENCH, PROVIDE U 3/4' TO 1 -1/2' WASHED Z ROCK OR NATIVE BACKFILL 2'X2' WOOD POSTS, STEEL �l FENCE POSTS, OR EQUIVALENT F rUr^^ U/ REFERENCE: AMP STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON 12009 C233 SILT FENCE 1. Post shall have sufficient strength and durability to support the fence through the life of the project. CONSTRUCTION FENCING NTS PROTECTED AREA N I� I I POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED SCJ ALLIANCE DANE. 05V2013 SELF - LOCKING TIE -NYLON BAR( IN. GRACE) 504 MIN. TENSILE STRENGTH, L ENVIRONMENTALLY 2' -0" SENSITIVE AREA BOUNDARY 2.2 WOOD OR STEEL T -BAR POST 4'x4' MIN TRENCH, PROVIDE U 3/4' TO 1 -1/2' WASHED Z ROCK OR NATIVE BACKFILL 2'X2' WOOD POSTS, STEEL �l FENCE POSTS, OR EQUIVALENT F rUr^^ U/ REFERENCE: AMP STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON 12009 C233 SILT FENCE 1. Post shall have sufficient strength and durability to support the fence through the life of the project. CONSTRUCTION FENCING NTS cw WORK AREA APPROVED FOR CONSTRUCTION BY: Date: _ Dcvclopmcnl SeTV]CeF EnNincci APPROVAL EXPIRES: U) J Q UJ W CO U W H m m z � o z z S N ago 3mU w .. ULLu z w�a Z ¢ Zun Pn m 0 z O m a� 0 n of z CD _z x Y JEG BY: LCS vEn eY: JEG 6/18/2014 995.02 IG FILE N. 995.02 1 iG Na EC2 N. 3 9 PROTECTED AREA cw WORK AREA APPROVED FOR CONSTRUCTION BY: Date: _ Dcvclopmcnl SeTV]CeF EnNincci APPROVAL EXPIRES: U) J Q UJ W CO U W H m m z � o z z S N ago 3mU w .. ULLu z w�a Z ¢ Zun Pn m 0 z O m a� 0 n of z CD _z x Y JEG BY: LCS vEn eY: JEG 6/18/2014 995.02 IG FILE N. 995.02 1 iG Na EC2 N. 3 9 0 m 0 i R i z 5 a N YI m 6� R� I H N N d$ i 6g r yy a� _g 3� CONSTRUCTION NOTES ❑ 11 +26.88, 215.77 L, RADIUS POINT (RP) Q 11 +38.20, 210.73 L, 29.68' RP 3❑ 10 +53.65, 240.72' L RP ® 10 +48.00, 210.63' L, RP ❑ 10 +97.32, 193.26' L, 1.25' RP © 11 +01.33, 179.76' 4 1.25' RP 7❑ 11 +19.99, 193.28' L, 0.5' RP © 11 +24.00, 179.79' L. 0.5' RP 9❑ 11 +15.82, 194.53' L, ANGLE POINT (AP) 10 11 +15.82, 192.03' L, AP ffil 11 +19.83, 181.03' L, AP 12 11 +19.84, 178.53' L, AP 13 11 +46.07, 198.39' L, 21.83' RP 14 10 +99.31, 194.51' L, 27.00' RP 15 10 +46.24, 160.26' L, 3.22' RP 66 10 +42.73, 141.23' L, 44.31' RP 17 10 +43.14, 124.04' 4 8.00' RP 18 10 +51.17, 99.02' L. AP 19 10 +78.17, 99.05' L, AP ©0 10 +83.15, 114.05' 4 5' RP 21 10 +84.09, 119.25' L, AP ©2 10 +91.34, 121.54' L, AP Q 10 +93.155, 109.84' L, AP ® 10 +86.12, 148.67' L, 6.00' RP ©5 10 +55.69, 174.08' L. AP 26 10 +85.08, 161.44' L, AP ©7 11 +01.84, 167.01' L, BUILDING CORNER ©8 11 +43.18, 167.06' 4 BUILDING CORNER 29 11 +59.85, 161.07' L, BUILDING CORNER ©0 11 +69.24, 132.14' L, 86.12' RP 31 11 +59.92, 89.07' L, BUILDING CORNER 0 11 +43.26, 89.06' L BUILDING CORNER ©3 11 +29.60, 79.06' L, AP SIDEWALK ® 11 +52.28, 69.07' L, AP ©5 11 +24.95, 62.04' L, BUILDING CORNER 36 10 +70.95, 61.98' L, BUILDING CORNER ©7 10 +63.82, 92.48' L, AP ® 10+57.50, 68.32' L, 1/2 D 39 10 +55.48, 43.42' L, MATCH EXISTING WALK F0 11 +29.60, 43.49' L CALL BEFORE YOU DIG (811) THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. TA:11 +82.68, 245.19' L 1:596045.1007 E:1111517 :4141 a,,,, ,,,,,,,,,,,, h\Q o x <�30' EX ASPHALT -4� DRIVE AISI F W a x a SEC 24, T1 7N, R1 E, WM TA :12 +20.00, 0.00' YELM AVE W (SR 510) 1:6.7694 B E:1'11117311731.4249 N N2 ®.._.., 0 3 # e 0 20 40 _ ,,,,,,,, ,,,,,,,,,, ,,,,,,,,,, ,,,,,,,,,, ,,,,,,,,,, ,,,,,,,,,, o" € N SCALE IN FEET C X CORNER ENHANCEMENT TO BE SUBMITTED W LANDSCAPE mm / �n ' , '�` a v Q CONSTRUCTION PLANS p -" a y,_ _....,_.,< a A 3tt 10 LANDSCAPE BUFFER V o � v V\ 30' ASPHALT DRIVE AISLE 3 x: I 8 ° Jr� O ?w X BASIS OF BEARING: 0 +00.00, 0.00' 5748.8183 1592.9483 HELD BEARING SYSTEM OF BINDING SITE PLAN NO. BSP- 08- 0347YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 IFrFNn• ASPHALT PAVEMENT CONCRETE PAVEMENT BARRIER CURB ADA PARKING STALL xx CONSTRUCTION NOTES: 1. CONSTRUCT ASPHALT PAVING PER DETAIL ON SKEET. GD2 2. CONSTRUCT CEMENT CONCRETE SIDEWALK. PER DETAIL ON SHEET. 3. CONSTRUCT CONCRETE'ARRIER CURB. PER DETAIL ON SHEET. 4. CONSTRUCT ADA PARKING STALL AND MARKINGS. SEE DETAILS ON GD2. 5. CONSTRUCT BUILDING, SEE SEPARATE ARCHITECTURAL DRAWINGS FOR DETAILS AND SPECIFICATIONS. 6. CONSTRUCT CONCRETE LANDSCAPING WALL. SEE SEPARATE PLANS FOR DETAILS AND SPECIFICATIONS. ., -- - - - 7. CONSTRUCT CONCRETE PLANTER BED WALL SEE SEPARATE PLANS AND SPECIFICATIONS FOR DETAILS AND SPECIFICATIONS. 8. INSTALL CONCRETE PEDESTRIAN CROSS WALK FROM END OF BANK SIDEWALK TO ADA PARKING ACCESS. SEE DETAIL ON SHEET 9. INSTALL DIRECTIONAL PARKING LOT ARROWS. VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATON = 347.206 APPROVED FOR CONSTRUCTION BY: Date: D.dop.enl Services Engmue APPROVAL EXPIRES: • ON co Z W Z m Q m d z OF Zz W U o ? Q R x N Qo� L1J Q Z w 3m° J V) w ¢ J z a Z F z°¢ O D IV Z< 1711 z U o o� U U1 m • ON ■ 1 JEG LCS APPROVED 8M JEG DA 611 812 01 4 DB No: 995.02 DRAWING f Nu 995.02 SPi.dwg SP1 44 co Z Z Q d z 0 J V, Z L1J Q Z O O u- ¢ J d Y Z O IV ■ 1 JEG LCS APPROVED 8M JEG DA 611 812 01 4 DB No: 995.02 DRAWING f Nu 995.02 SPi.dwg SP1 44 :i 0 w T5 N V b N QS N a a 0 N 9 9 o� I ¢ o N N i �6 3� a\ w:. ,_ /.m e I! OF.f SEC 24, T1 7N, R1 E, WM m, n cs z .. W I U I I g f W o �0 Q j x^ a o .,...._..........., . r o _._LEASE'... W W 3Mu FF: 347.0 Q 0 �_ mg Z Z I f COMM RM & �. - is I 0 7 ..�: - 346.90 _ _ _ p _ _ _ _ _ _ _ ° U U a YELM AVE W (SR 510) a 0 Eft a\ w:. ,_ /.m e I! 346. 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. OF.f m, n cs z .. W I U I I g f W o �0 Q j x^ a o �i 995.02 GD1 dwg o _._LEASE'... W W 3Mu l � FF: 347.0 Q 0 �_ mg Z Z I f COMM RM & �. - is I 0 7 ..�: - 346.90 m v gm p S ° U U a a 0 345.77.�I m 346. 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. \F� 3 I P (ELEVAVON' ?20,6 I OF.f m, m cs z .. W I U I I g f \F� 3 I P (ELEVAVON' ?20,6 I 3� BANK FF:347.0 460 LF 6' PVC ROOF DRAIN. CONNECT TO EXISTING 6' AT PROPERTY LINE. VERIFY INVERT PRIOR TO CONSTRUCTION k INSTALL AT 2% MIN. SLOPE. CONTACT ENGINEER IF MODIFICATION IS NECESSARY. MATCH EX 344.3 \ \Na E 346 \\ I .8 v ��. � � '., 346 5 MlkTCH EX W 3491 Cn; .� ;346.4 U) m, m ' y z .. W 0 ""A U 611812014 g j of W o �0 3� BANK FF:347.0 460 LF 6' PVC ROOF DRAIN. CONNECT TO EXISTING 6' AT PROPERTY LINE. VERIFY INVERT PRIOR TO CONSTRUCTION k INSTALL AT 2% MIN. SLOPE. CONTACT ENGINEER IF MODIFICATION IS NECESSARY. MATCH EX 344.3 \ \Na E 346 \\ I .8 v ��. � � '., 346 5 MlkTCH EX W 3491 Cn; .� ;346.4 °- - - - -345 . \ S51'12'53.98'E ` -MATCH EX 200.34' g 344.0 i 43 [I � I Ire P I ( a i I I I 0 20 40 SCALE IN FEET I rnruM. 348.01 FINISHED GRADE SPOT EL ........... EXISTING CONTOUR PROPOSED CONTOUR — RD 6' PVC ROOF DOWNSPOUT SYSTEM • ROOF DRAIN • 6' CLEANOUT STORMWATER NOTES: Im ArrRVVLU LAVLL YLALA 31VKMWAILK 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. BASIS OF BEARING: VERTICAL DATUM: HELD BEARING SYSTEM OF BINDING NGVD 1929 BENCH MARK: SITE PLAN NO. BSP -08- 0347 -YL, BRASS MONUMENT 0 THE INTERSECTION OF RECORDED UNDER AUDITOR'S YELM AVE. k TAHOMA BLVD. FILE NO. 4212931 THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 U) m, m 0- Z_ W C U 611812014 g j of W o �0 Q j x^ a o 995.02 GD1 dwg o _._LEASE'... W W 3Mu l � FF: 347.0 Q 0 �_ mg Z Z 1 C7 COMM RM & �. - FF:347.0 0 7 ..�: - 346.90 m v gm p °- - - - -345 . \ S51'12'53.98'E ` -MATCH EX 200.34' g 344.0 i 43 [I � I Ire P I ( a i I I I 0 20 40 SCALE IN FEET I rnruM. 348.01 FINISHED GRADE SPOT EL ........... EXISTING CONTOUR PROPOSED CONTOUR — RD 6' PVC ROOF DOWNSPOUT SYSTEM • ROOF DRAIN • 6' CLEANOUT STORMWATER NOTES: Im ArrRVVLU LAVLL YLALA 31VKMWAILK 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. BASIS OF BEARING: VERTICAL DATUM: HELD BEARING SYSTEM OF BINDING NGVD 1929 BENCH MARK: SITE PLAN NO. BSP -08- 0347 -YL, BRASS MONUMENT 0 THE INTERSECTION OF RECORDED UNDER AUDITOR'S YELM AVE. k TAHOMA BLVD. FILE NO. 4212931 THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 19 U) W m 0- Z_ W z U 611812014 Z W o �0 Q j x^ a o 995.02 GD1 dwg o W W 3Mu Q Lu Q 0 C Z Z C7 Q > Z Z,< 0 7 z n m v gm p OZ ° U U a a 0 m m 19 U) I LCS 0- Z_ W DAZE: 611812014 ZO 995.02 J � 995.02 GD1 dwg Z ORAWNG N. �evdapmwt Scrviav F.nginwr Q Lu Q 0 C Z 11 C7 Q > Z 0 p JEG DRANK BM LCS APPROVED BY: JEG DAZE: 611812014 JOB No: 995.02 APPROVED FOR CONSTRUCTION DRANING f M: 995.02 GD1 dwg BY: Date: ORAWNG N. �evdapmwt Scrviav F.nginwr GDI APPROVAL EXPIRES: SHE No: 5 of 9 r 0 cB ri m 8, E a jk ,n a$ Sv m� �3 PROPERTY LINE —I PROPERTY WI ­EEL ETCO S a COMPACT MARKNG PAINTED`. HORSESHOE MARKING WdE3 S_OIS- 7, R �y T v ,A QPER. -Y. _..F_ 12'6" gg s`- INTERNA._IO �AL OY' MD')L _— -- CF ACCESS S GN 4' —E' A90VE GRACE PANUICAF MARKING. WdF_L S OPS , w iL METAL OR PLASTIC TRAFFIC DIARKINC.; ,I d'1 —\ CIT" OF YELM DEPT OF PUBLIC VVCRP S 7TA! I MAPKIN(;S ANC WHEEL SON APPROVED DWC NO, 1 CNGINFCR. GATES DATF ?/95 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 � _qtr �..r K cl._c, I _ ET.-_ I L ,• ,'2'R U W z > >0o 1 I.z� 2 � QD. 'Qi O W O 3mu I 1 1 Y i aka I I (' Y w I I 1 A, A Y I / "! 9 SEC 24, TI 7N, R1 E, WM PLANTER STRIP (AS REQ) CURB 2c CUTTER EDGE AROUND 5 / EACH PANEL BROOM FINISH EXPANSION l L— JOINT �' SCORE MARK \ E %PAN °ION \ aoINT SIDEWALK PLANTER. STRIP S MIN (AS REIZ.). NOTES t. EXPANSION JOINT MATERA TO 3E 3/8' THICK PREMOCDED JOINT FILLER FULL THICKNESS OF CONREE. 2 'TORN AND SUBGRADE INSPECTION REOVIRED BEFORE POUPING CONCRETE A. SCOPE MARKS SHALL BE 2l /0" VADF BY mI /4" DEER FOR SIDEWALK` OVER 8 IN WIIDIH A LONGIUD ^NAL SCORE MARK SHALT BE MAD AICNG CENTER OF OPTIC, 4, EXPANSION JOINTS SHALI 3E INSTALL-1) IN CURB AND FILTER AND IN SIDEWALK AF PC AND PT AT ALL CURB RETURNS EXPANSION JOINTS SHALL PE PLACED IN SIDEWAIK AT SAME LOCATIONS AS THOSE N CUPS AND SUPPER WHEN 9DEWALK IS ADJACENT TO CIRB AND FLIER UNLESS 0TH RWIS_ DIRECTED BY ENGINEER. DEMENT CONCRETE SIDLUVALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE DE . DWN. CKT DATE T C 5-C 113/3/94 PARKING LOT SURFACE (ASPHALT) NTS � _qtr �..r K cl._c, I _ ET.-_ I L ,• U W z > >0o 1 I.z� 2 � QD. 'Qi O W O 3mu J 1 1 Y r LKA aka w I (' Y w I I 1 A, A Y I / "! 9 Z Qm� 0 0 ZN om U� �_. R6Y7 F9I -ziU ~ U/ 0 F R! AND ' *! t t i -Z=I f N ' E Y NJ. i2lk: i cprIS JtF IY. , rNJlTN N , TL N i ?il 4F7 15 ..cNli o Al C t ° -iL� TS ,E£, sWi. o T PLANTER STRIP (AS REQ) CURB 2c CUTTER EDGE AROUND 5 / EACH PANEL BROOM FINISH EXPANSION l L— JOINT �' SCORE MARK \ E %PAN °ION \ aoINT SIDEWALK PLANTER. STRIP S MIN (AS REIZ.). NOTES t. EXPANSION JOINT MATERA TO 3E 3/8' THICK PREMOCDED JOINT FILLER FULL THICKNESS OF CONREE. 2 'TORN AND SUBGRADE INSPECTION REOVIRED BEFORE POUPING CONCRETE A. SCOPE MARKS SHALL BE 2l /0" VADF BY mI /4" DEER FOR SIDEWALK` OVER 8 IN WIIDIH A LONGIUD ^NAL SCORE MARK SHALT BE MAD AICNG CENTER OF OPTIC, 4, EXPANSION JOINTS SHALI 3E INSTALL-1) IN CURB AND FILTER AND IN SIDEWALK AF PC AND PT AT ALL CURB RETURNS EXPANSION JOINTS SHALL PE PLACED IN SIDEWAIK AT SAME LOCATIONS AS THOSE N CUPS AND SUPPER WHEN 9DEWALK IS ADJACENT TO CIRB AND FLIER UNLESS 0TH RWIS_ DIRECTED BY ENGINEER. DEMENT CONCRETE SIDLUVALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE DE . DWN. CKT DATE T C 5-C 113/3/94 PARKING LOT SURFACE (ASPHALT) NTS On ALL SIGNS SHALL COMPLY PATH U.S. DEPARTMENT OF 0 TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S 'MANUAL (/D Z OF UNIFORM TRAFFIC CONTROL DEMCE5 ", LOCAL CODES AND –U ¢ z AS SPECIFIED. < U) p 12" W J CD p � z RESERVED Z LLJ a 2'X2 "X788" STEEL TUBE- PARKING Q W 3: v PROVIDE WELDED WATERTIGHT CAP. ® THIS SIGN TYPICAL AT Cn LL Lu "o NOTE: m ALL ACCESSIBLE PARKING Q w FOR SIGNS PLACED IN SIDEWALK ADJACENT TO BUILDING, SPACES O d �" a USE BREAK AWAY CHANNEL POSTS. : ONCRETE m 4 SEE DETAIL ABOVE BUILDING CONTRACTOR TO SET LOWER PORTION OF POST VAN R7 -8 Z >_ SIDEWALK / FOR DIMENSIONS DURING SIDEWALK CONSTRUCTION; SITE CONTRACTOR TO ACCESSIBLE I I; / INSTALL SIGN POST (SEE DETAIL). 4 FF- \ /\ \\ /\ \ \/\ . . MONOLITHIC CURB SEE SEPARATE SECTION FOR ASPHALT SURFACE DEPTHS AGGREGATE BASE COURSE COMPACTED TO 90% MAX. DENSITY USE 6" DIA PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED W/ 2 COATS OF TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK PAVING 3500 P.S.I. - P.C. CONCRETE NOTE: SIGN POST TO BE SET BACK 2' MIN. FROM BACK OF CURB AND /OR BACK OF SIDEWALK. 12" X 5/16' 0 STANDARD GALVANIZED OR ZINC PLATED e SQUARE OR HEX BOLT WTH NUT (TYP X 2). c' 2. BREAK AWAY CHANNEL POST ACCESSIBLE PARKING STALL SIGN NOT TO SCALE PENALTY SIGN NTH WORDING AS REQUIRED BY STATE APPROVED FOR CONSTRUCTION BY: Date: Dcvclopment SW,,u, Engl . APPROVAL EXPIRES: JEG er. LCS vm JEG 611512014 995.92 IG FILE W. 995.02 GD2,dwg 4G Na GD2 Na 0 OF 9 ti Wm U W z > >0o I.z� 2 � QD. 'Qi O W O 3mu J J z_ aka w ~ J W 6 / N Z Qm� 0 0 ZN om U� ~ U/ 0 w On ALL SIGNS SHALL COMPLY PATH U.S. DEPARTMENT OF 0 TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S 'MANUAL (/D Z OF UNIFORM TRAFFIC CONTROL DEMCE5 ", LOCAL CODES AND –U ¢ z AS SPECIFIED. < U) p 12" W J CD p � z RESERVED Z LLJ a 2'X2 "X788" STEEL TUBE- PARKING Q W 3: v PROVIDE WELDED WATERTIGHT CAP. ® THIS SIGN TYPICAL AT Cn LL Lu "o NOTE: m ALL ACCESSIBLE PARKING Q w FOR SIGNS PLACED IN SIDEWALK ADJACENT TO BUILDING, SPACES O d �" a USE BREAK AWAY CHANNEL POSTS. : ONCRETE m 4 SEE DETAIL ABOVE BUILDING CONTRACTOR TO SET LOWER PORTION OF POST VAN R7 -8 Z >_ SIDEWALK / FOR DIMENSIONS DURING SIDEWALK CONSTRUCTION; SITE CONTRACTOR TO ACCESSIBLE I I; / INSTALL SIGN POST (SEE DETAIL). 4 FF- \ /\ \\ /\ \ \/\ . . MONOLITHIC CURB SEE SEPARATE SECTION FOR ASPHALT SURFACE DEPTHS AGGREGATE BASE COURSE COMPACTED TO 90% MAX. DENSITY USE 6" DIA PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED W/ 2 COATS OF TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK PAVING 3500 P.S.I. - P.C. CONCRETE NOTE: SIGN POST TO BE SET BACK 2' MIN. FROM BACK OF CURB AND /OR BACK OF SIDEWALK. 12" X 5/16' 0 STANDARD GALVANIZED OR ZINC PLATED e SQUARE OR HEX BOLT WTH NUT (TYP X 2). c' 2. BREAK AWAY CHANNEL POST ACCESSIBLE PARKING STALL SIGN NOT TO SCALE PENALTY SIGN NTH WORDING AS REQUIRED BY STATE APPROVED FOR CONSTRUCTION BY: Date: Dcvclopment SW,,u, Engl . APPROVAL EXPIRES: JEG er. LCS vm JEG 611512014 995.92 IG FILE W. 995.02 GD2,dwg 4G Na GD2 Na 0 OF 9 0 20 SCALE IN FEET ............ ._ ..A._ ----- e.._. 40 % I � � 2 F z§ ki 1 I .0 ,� vv lvvvvvvvvvwvvvvvAA� 71 p \ 'l'vYyX \3\ • \ '1a\ \ v" V�VA € 10 o. \ \ N \ a \ \ m \ 11 \ \ e\ .\F \. I 1 C'�P V", =Y" �0 V� v 3 A v v yv vA I L �AvpAv V p 1 �t R I \ \�\O\m ��� 1 13 \ z \ i o a F t E 0 WATER LINE 4- FIRE HYDRANT 0 S TEE wo+ THRUST BLOCKING IN GATE VALVE M1 WATER METER Ba DCV/RPBA y Z U oS z J 0 Q � N M Q i x O cNrn: W 3� U J W i� / z zu a 1�1 Q a a 611812014 Z.< 0 995.02 Mi N1NG MU No 995.02 UT1.awg Z - �> CALL BEFORE YOU DIG (811) �N 0 "9 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION zM O AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL `s VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING �p THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF !� 48 HOURS PRIOR TO ANY EXCAVATION. 3� 0 I \ \ i f XX SEWER CONSTRUCTION NOTES: i SEC 24, T1 7N, R1 E, WM _ _______ t- YELM AVE W (SR 510) \ ...._. — .........., . 0 + a ^i 6 7 g 1 2 10' UTILITY EASEMENT ` s" �'•° °••" ••• 37.18 .... ._..._. __ ............... ...._........._ ._.._...........__ ..._ ._._ — — ...... =a 3'20.50"W EXp m1y� �� yvvvvvv� 0000 '1=0\ yvyvvy 9 7 z 1 \ f PROPOSED BUILDING "NO FIRE SPRINKLER" C F i 1. 10+98.681, 231.08' L CONTRACTOR TO FIELD LOCATE EXISTING SIDE SEWER FROM STEP TANK ANID EXTEND TO NEW BUILDING.. IF INVERT ELEVATION DOES NOT ALLOW SIDE SEWER TO BE INSTALLED WITH A MIN OF 2% OF SLOPE FRIOM THE BUILDING TO THE CONNECTION, CONTRACTOR SHALL CONTACT ENGINEER. 2. INSTALL 114 LF 4" PVC SIDE SEWER PIPE 3. 10 +99.04., 217.45' L INSTALL (GRAVITY SANITARY SEWER CLEANOUT. SEE DETAIL ON SHEET UT3. 4. INSTALL BO LF 4" PVC SIDE SEWER PIPE 5. 11 +57.30f, 164.70' L INSTALL (GRAVITY SANITARY SEWER CLEANOUT. SEE DETAIL ON SHEET UT3. 6. INSTALL W LF 4" PVC SIDE SEWER PIPE 7. CONNECT SIDE SEWER TO THE BUILDING AND COORDINATE WTH PLUMBING PLAN FOR EXACT LOCATION OF CONNECTION. it ) ,................ i 0\ 0 10' I 1 j B. INSTALL A HOSE BIB ON THE NORTHWEST CORNER OF THE BUILDING FOR MAINTENANCE OF THE STEP SEWER TANK. COORDINATE WITH PLUMBING PLANS FOR FINAL LOCATION. 9. 11 +58.90, 162.10' L INSTALL STEP SEWER CONTROL PANEL FOR EXISITNG STEP SEWER TANK. SEE DETAILS ON SHEET UT2. VERIFY THE LOCATION IS NOT ADJACENT TO AN INHABITATED SPACE. 10. 11 +26.55, 240.93' L CONTRACTOR TO FIELD LOCATE EXISTING PUMP CONTROL CONDUIT FROM EXSITING STEP TANK. CONNECT AND EXTEND 100 LF OF NEW PUMP CONTROL CONDUIT TO CONTROL PANEL LOCATED ON THE BUILDING. 11. 11 +14.53, 263.10' L INSTALL ALL PUMP CONTROL EOUIPMENT IN EXISTING STEP TANK. SEE DETAILS ON SHEET UT2 AND UT3. VERIFY PUMP CONTROL FLOAT LEVELS 'NTH CITY OF YELM PRIOR TO INSTALLAT10N INTO THE TANK. ^\� I S o in r e\ R i 0 ^. c^ e sli o x BASIS OF BEARING: HELD BEARING SYSTEM OF BINDIING SITE PLAN NO. BSP -08- 0347 -'YL, RECORDED UNDER AUDITOR'S FILE NO. 4212931 WATER LEGEND: .W WATER LINE 4- FIRE HYDRANT }Y{ TEE wo+ THRUST BLOCKING IN GATE VALVE M1 WATER METER Ba DCV/RPBA SEWER LEGEND: ' \ STEP TANK O STEP CONTROL PANEL wo+ GRAVITY CLEANOUT ss STEP SERVICE LINE F. 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. Q 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 SHOWN ON SHEET 61Z.— ' - "" ` - 2. INSTALL AND EXTEND WATER METER SERVICE FROM EXISTING TAPPING LOCATION TO NEW WATER METER LOCATION. 3. 11 +57.53, 236.40' L ,j INSTALL DOUBLE CHECK VALVE ASSEMBLY. SEE DETAIL 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 1 -3/4" DOMESTIC WATER METER AND SETTER. SEE DETAIL ON SHEET UT2 7. 11 +59.89, 138.15' L INSTALL 1 -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. & INSTALL 8 LF OF 1" WATER SERVICE LINE VERTICAL DATUM: NGVD 1929 BENCH MARK: BRASS MONUMENT 6 THE INTERSECTION OF YELM AVE. k TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 APPROVED FOR CONSTRUCTION BY: Date: Dwclopmonl Servicee ynNincee APPROVAL EXPIRES: (/0 p wo+ Z_ OF WA, �r it N U � y Z W oS z J ? Q � N M Q i E O cNrn: W 3� U J W / z zu a 1�1 Q w 611812014 Z.< 995.02 N1NG MU No 995.02 UT1.awg Z - UT1 0 0 "9 U zM O U�/� U a ~ U/ 0 m (/0 p ,,VWA Z_ OF WA, �r it N � y Z � z O J�lol' J � � � Z E 6118120' cNrn: JEG J W LCS ILL WG Br. Q w 611812014 No 995.02 N1NG MU No 995.02 UT1.awg J UT1 0 T No; 7 p ,,VWA OF WA, �r it N r i y Z � z J�lol' SIGNL E 6118120' cNrn: JEG NN BM LCS WG Br. JEG 611812014 No 995.02 N1NG MU No 995.02 UT1.awg MNG No: UT1 T No; 7 "9 qa G a P. 0 6d o� I E a RR <_ N YI PITp �3 GENERAL NOTES (WATER MAIN INSTALLATION 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE NTH 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. PRIORTO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED URUTIES, AND THE CITY OF YELM. CONTACT THE PUBUC WORKS DEPARTMENT AT (360) 458 -8410 TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CUSS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SOR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHESk SHALL MEET THE REQUIREMENTS OF ANNA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT UNED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 91 SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) KITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -BQ 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 UNES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WTH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED NTH CONTINUOUS TRACER TAPE INSTALIFDI2' TO 18' UNDER THE FINAL GROUND SURFACE THE MARKER SHALL BE PLASICNON- BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -HIDE 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. & PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WTH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERINGOR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE UNE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WTH ANEMBDSSED 'Ilr 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -BOD- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDUUNG A SHUTDOWN. WHERE CONNECTIONS REQUIRE 'FIELD VERIFICATION', CONNECTION POINTS HILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THEEXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION.IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THENECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTINGSYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN OU THESE PLANS AND BEFORE ACCEPTANCE OFTHE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH UST" PREPARED BY THE CITYSINSPECTOR DETAIUNG REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OFWORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE OTYPRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICA71ONSAND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. CALL BEFORE YOU DIG (811) THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. DECAL - SEE SRiCIFICATIONS 'O AUme M.iRY PUSH DRIER 350- 4.5V_841 alyw EOM 5^ j '-- PADLOCK NTH COMMON KEY CENTERED ON FURNISHED BY THE CITY PANEL OF YELII DEPENDING ON MANUFACURER }- ALARM LIGHT AND �- ^SILENCE BUTTON ' APPROVED.-_. VC, 8-p12 FROM POWER TO STEP TANK SIMPLEX SOURCE U 1 m 7 -6 TANK :I TANK � STEP - DUPLEX TO STEP TANK TO STEP TANK - TRIPLEX SEC 24, T1 7N, R1 E, WM NOTE TYPICAI_ PUMP PANEL SIZE WAY VARY CONTROL CONTROL PANEL DEPENDING ON MANUFACURER ' APPROVED.-_. DWG. NO. 3A,E tiG 1 m 7 -6 3Y I JEG I TP -PUMP CONTROL CONTRACTOR TO PANEL GARAGE GARAGE WALL WALL SHIM, ETC. TO AO FOR TY PUMP CONTROL DIFFERENT TYPES PANEL � of =_rwG m 3/4" PVC (CONTRACTOR TO F CONDUIT FORM BOTH CONDUITS < AS SHOWN FOR BOTH 2 -Q 3/4" LB CONDUITS) II ib p i SIAM LESS STEEL TWO ELECTRICAL HOLE STRAPS AS o~ LINE FROM TO ELECTRICAL REQUIRED TO SECURE I INnrP HOUSE PANEL CONDUIT TO WALL CONDUIT EXISTING GROUND TO STEP TANK - TF - I_ ? FOOTING /STEM TO STEP - - J WALL \ TANK I I TO STEP TASK ` LOCATIOCN OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. CITY OF YELM DEPT. OF PUBLIC WORKS YPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTI\G HOUSE APR➢V pWO. N0. " PUBLIC WORKS DIRECTOR PATE 7 -5 TP AP PROVED METER DCY LID - 'MDS IA 'ES DOW- 1416 BOX- 'MIDSTATES BCF -14166 R PRE APPROVED EQUAL 'ER /CE SADDLE ROMAC 2025 OR / ROCKWELL 313 METER BOX z / u 'x I" FORS GRIP JOINT 3 � CORPORATION STOP TYPE :B I'01 I' PLASTIC LINE (USE 200 PS- DR] PHILLIPS ORISCO PIPE 5100 ROL'ENYLENE PIPE) Z- SLOPE TC OF BOk 24" TO ECGE 30s I - - I 14 GAUGC INSULATED COPPER T0N'NG WIPE VIRAPPED AROUND THE PIPE jSEE CENER4L NOTES NO ])- Y FORS 961 444 G. G RIP 331/2 JOINT By LP ;HREAOS. / BRASS BJSH I5 I-X314'- '1,"X12" BRASS NIPPLE - L' x I" EORO GRIP \\ JOINT CORPORATION STOP TYPE FIR 1101 IU- SERwcr_ SADDLE NOTES: 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS AND GR P 2. ALL SLRVICE SADDLES SHALL AND FTTINGS SHALL HAVE I.P. THREADS. 11 ME-P - CHECK VA VE IP° t2" FORD FEN IZ -15W 5,8 "x 314 CCPPEP METER SETTER MTH CHFCH VALVE AND UNION NUT AN p bWVEL iUP CONNECTING Y" IRSN PIPE OR EOL'AL Ty OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS 3/4115 " SINGLE METER SERVICE P -ROVED DWG. N0. 9 ' tIU U!' WORKS DIRECTOR DATE 6 - 1 i. DWN CND. DATE ES JEl TP 14/2007 RESTGBAT,ON (1P U± ,-.V �...... TRACE TAE` 12" TO 18' tN'ceg VAR{£S V , +E £IMAL GAUGE : • ;.'+ ^-. I ..`..:TiA 1PN wRIE tGEE GENERAL. TRENCH W41^aS 3 _ ._..,_.. SEC N°.HL ..._ t _­'l 1 WATER N T£R Nb, yt BECUUIC, MATERIAL SEE NQIE 4 CwC!N 'lRRFV Say %11,rS, d M NLIM i/ COVER OF IS 4 ✓1 MMNTAIN T EI L 4e (J6 EL LO+aNf GN Y W'i T$ > ARID PAUkIFIJ, SHALL NS+ t& A'S' +S _r ppocrsEfI OR, N47FRAyL '4 G 4.Wr rV,`N .Z4R MA RIAL. t SHALL R£ E<4NRA LY FIDE rREM VARPOLIS Y t 5 t7F WD0 WAST' ON GH+ER rX iANLOD R U5.YCUCLNA6LE PLAHERAjS 11 SHALI I NAVE SICH CHA -.Ar TER'ST.ICS OF SIZE AND SIIAPr THAT 1 141: COMPACT n ADXI COM'ACF 3. NATAT ^FiEkpi E'ACkRLL .MAiE1?IAL SHALL DE SLWTED UP SCRgEINCO SLI H'AT THE PAXARiL< A61 `IEG4g SPAit. IS 6- INCHES. d 1"'E RrOl"VA, MATE {IA S,NA L OC AND OP OTHER CITY R" _ B COUAL. NO S,1($ .PU&,S 4NLi z ALCONtD WINOLI JA,RT „'N AU SHCRIZA N FPM THE Tr CV YELM, _, W11RE N4PI', LIATEPiALS NAVE BEEN DEEMED PNA,,CEPTAEt.E BY TLV CITY TRE.NpN R G,,TLL S'lAt1 MLEZ Ni i4 :ati %T 5ZANfl.4RD ;P(CIFICk'iOUR FOR HE P, E ;Y ?E' BEItU SPTCRRVE Y TYPICAL WATER MAIN TRENCH & BEDDING .._.,_.- ---- ..... APPROL . _.�_ OMk, NO. TT- &E 3A,E tiG 1 m 4/2007 L.. I j TCr- VIEW t F . 1 A ORCC,I CR.LaD ITSr t Yk5. 1 S *`'E T GATED 1 {4 r }O L WIN I i F Ai,iyS NO GALVANIZED �FRAS DIV Nsr flor 6' Vol, 'Ye PLASRC OR L'E4RENT SIDE LfF '✓ Y ATE er7 uUx I ,4..` t °`" Y #>`cg'T ii'T'tt�t� c �av 'A 7BFI GR' CRCIND IN,STAFZATkYN GRAvrt\ '2 WIN NO Lf . ALL -FN{. �I' I CCAfP Y KI H 'NE FcRL WIIG APPLPjVFO OOVEILE CHF h VAI4Y AST..MEy. / S11 L IAY $RRiZN4TAL WTH IUCB N0. VFSI NE) FOR RACK TAVH ACIT AND LAIx NRECZRPP - Dq0HGNC y SL L "I I INSS PRIOP IISIEU .�N%, RALtt OW PTE LN7Y`P N11 CAC ANXEC. PE EVTC € SYEMy: PC CCVA WA NSTA dED AE 'r CIT 6FCIRI f TY 0-- 'YELM, WASH CTON URDUND PRJACS0 ALL 4FA4a�°sS ARE EET FP', w_ PUBLIC WORKS DO NOT, INSTAL IN AN AREA CDR T C' R BC01Na'. ,. VALS _"'ALL AS PRGTECiLO R,IM Buzm DOUBLE CHECK VALVE "Ohl I;+Ca+la. THE BACK F ow ASSEMBLY SHALL BE A tRRENT ASSEMBLY 2" AND SMALLER PAS INCT(t" i A'£ lPITIPT A„TH APPROVED Roor,. Is .F: oerO. AE'C oi,Vo, NO. - VvRCE, *r£KS DIR vVY 6 -16 � A t KR aEC TP dj2047 gY � i �5, PLASTIC { OR CONCRETE BDX �Mlllll GRAVEL BASE ' MATERIAL LIST: iT" 'HICY, 1. SERVICE LINE 30' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVT 61 CHECK VALVE (ES.H.5. APPROVED) T. RELIEF VALVE a TESTS COCKS A 'RAIN TO DAYLCHT IORLUGS M TEST COCKS GENERAL NOTES: A. THOROUGHLY FEVSN LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITrNGS = C. REFER TO DEVELDPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION, D. DO NOT INSTALL IN AREA SUBJECT TO FLOOD`IG BASIS OF BEARING: HELD BEARING SYSTEM OF BINDINIG SITE PLAN NO. BSP -08- 0347 -YL-. RECORDED UNDER AUDITOR'S FILE NO. 4212931 Y: N" 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 4)F L A NJ PROFILE TO BUILDING OR IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER m � DWG.. NC. 3l WORKS ORECTOR ^A TETE 6 -17 DATE NR tG Ta 4/2007 APPROVED FOR CONSTRUCTION BY: Date: Dcvclapment Service,: Enginca APPROVAL EXPIRES: C/) J Q W D Z a C/) W H O Z Z Q d J ,y W w m Uz � m zW �o U N In ED J mu u U J z_ 3�a i°< J In amp o ED U ° W rn U a ~ 0 m Cn U Z_ Q J W m LLJ Ll Q cd G J 0 Z 0 c� z_ 2 Q mi W Y JEG BY LCS VIED BY JEG 611812014 995.02 VG FILE N.: 995,02 UT2.dwg VC Nw UT2 No: 8 OF r SR w 3 N CITY OF YELM GENERAL CITY OF YELM GENERAL SANITARY SEWER NOTES: SANITARY SEWER NOTES CONT'D: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND 12. EROSION CONTROL MEASURES SHALL NE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO WITH STAINLESS STEEL THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, A 18 Mld A SER HE CNT YP A W1 H -. 1 PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. _ BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). j -1 'IAFVC NOSE AND 0 EtvF SUtF INi -X ` W 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 M M 'iEMIJA ,A \A CONTROL DEVICES (MUTCD) AS REQUIRED. 9 CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. m Wg Cn rn / / 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL PVc- -- \ L `A \ SLOPE GRWND AWAY FRhM RISER- \ PLANS ON CONSTRUCTION SITE AT ALL. TIMES. �4 GAUGE NOTIFY THE COUNTY AND OBTAIN ALL THE REWIRED APPROVALS AND PERMITS. i j I 1 E THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION °g AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 15. ANY CHANGES TO THE DESIGN SHALL [FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 4. A PRECONSIRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF RR 48 HOURS PRIOR TO ANY EXCAVATION. W U CONSTRUCTION. 16. ALL STEP MAINS SHALL BY HYDROSTAInC ALLY TESTED IN CONFORMANCE WITH THE J ABOVE- REFERENCED SPECIFICATION FOIR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF PLACING STEP MAIN IN SERVICE. THE TAP. ��+ J 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 CITY OF YELM. APPROVAL SHALL NOT REUEVE THE CONTRACTOR FOR CORRECTION OF ANY EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED 48 HOURS PRIOR TO ANY EXCAVATION. NOT TO SCALE INSPECTIONS. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 VA1H FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 18. PUMP CONTROL PANELS SHALL BE LOWED ON GARAGE WALL OR REMOTE POSE, UNLESS : N D OTHERWISE AUTHORIZED BY THE CITY L7F YELM. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WTH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18" UNDER THE PROPOSED FINISHED DE. THE MARKER SHALL BE PLASTIC 19 IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A z NON - BIODEGRADABLE, METAL CORE BACKING MARKED SEWER WHICH CAN BE DETECTED A BACKING MA HOLD SEPARATE 'ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP, SAID SWTCH MUST BE LOCKABLE DI STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED S 5,145 GALLONS OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, 01 4 HOLD BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE b° OR APPROVED 20. ST INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. p 24 HOUR NOTICE TO THE SEWER 526 GALLONS EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. DEPARTMENT IS REQUIRED PRIOR THE INSPECTION. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE TYPE ITEMS NEEDING INSPECTION ARE: INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, 2329 GALLONS A) TANK INSTALLATION, IE;BEDDING AND LOCATION METAL CORE BACKING MARKED "POWER". TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 0 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 EITHER PUMP CONTROL PANEL OR POWER METER TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MUST BE PRESSURE TREATED. U) ) MINIMUM ASPHALT CONCRETE COLD MIX CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE o AS REQUIRED. PUMP CONTROL PANEL AND POWER METER MUST BE MOUNTED TO A HOT DIPPED GALVANIZED UNI- STRUT. CO., OF 2 WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PRORCTEO AREAS (LANNS, ETC.) 2' -DT TAIL REOINRE SERMCE BOXES (CARSON OR RICH) AROK GROUND 1 ^- E%IS➢NO GROI ND 14 GA. CCPPER TONING WRE WRAP ONCE AROUND CLEANOUT STANDPIPE NEW 4' PVC SENEft ^` TOP OF GRP TANn PMC Ca LINE (TIP) (3034) DOUBLE 24 SIAPF TO TANK - SWEEPIttC TEE - HULS �- = - FROM INLET 6AEFLE J+ - - - -- - FERM'J C(HIPI IA'G DR APPROVED EO6 APPRDCOVPII, OR �1 '., APPRD'v!O EGUAL TYP CAI_ CONNECTION FA PA DWG N0. h PUDIIC W[]RXS OIFE;:TOR DATE 7 -7 V USE I" UNION TO CINNt.4 TEDNN' N 24'-11" t APA AEJS CDR FPE S RE TES IN' s R:10E9 rrIBI LID i i WITH STAINLESS STEEL A 18 Mld A SER HE CNT YP A W1 H -. 1 AND NEOPRENE GASKET _ ALL NON- THI BEARING IA&" '`t j -1 'IAFVC NOSE AND 0 EtvF SUtF INi -X ` W qK G w a Q M M 'iEMIJA ,A \A LL ! } AS SHOWN BAALL. M HALVE 9 ELECTRICAL SPLICE BOX Mr., CORO GR^'S t m Wg Cn rn / / 8� UcAT SPRIER BUT 21" OA 24' RISER WJ'L.D PVc- -- \ L `A \ SLOPE GRWND AWAY FRhM RISER- \ 5) CALL BEFORE YOU DIG (811) �4 GAUGE U i j I 1 E THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION °g AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL s VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING 12'x 12' DEADMAN THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF RR 48 HOURS PRIOR TO ANY EXCAVATION. W U ? N P IiEO 3D "0 Sus ALARM HIGH LEVEL r I LAG ON /OfF (4,5" DRAWODWN ON To OFD) B I LEAD. CN /4�FP _ 14.5° ORAWDDAN DIN TO OPT') LD54 LEV'E =ALARM -fi REOUNOANT O+F Doc? <5' SEC 24, T1 7N, R1 E, WM CITY OF YELM SEWER ADDENDUM: 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BE FIBERGLASS TANKS MFG. BY EITHER CONTAINMENT SOLUTIONS INC. OR XERXES INC. 2. ALL FIBERGLASS STEP TANKS SHALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTIONS AND SHALL BE SECURED WTH 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 SERMCE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WILL ALSO BE SUPPUED POWER BY THE AUXILIARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WTH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 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 0 -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 UTIUZE 2" PIPING FOR THE SERVICE UNE, 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60" AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. NOTE TO CONTRACTOR: CITY OF YELM REQUIRES DUPLEX PUMP SYSTEM FOR ALL COMMERCIAL STEP TANK INSTALLATIONS. DUPLEX PUMP SYSTEMS REQUIRE OSI 20 GPM PUMPS TO BE INSTALLED IN PLACE OF OSI 10 GPM PUMPS. FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT a N CWG. Na. i_... \ _..... 3UD WORKS DIRECTOR DATE W'�- 1 4 JY JEG TP 4/2007 ALL ELEVATIONS TO BE VERIFIED BY CONTRACTOR BEFORE CONNECTION. SEE CITY OF YELM STANDARD EX RIM = 346.96 EX RIM = 347.13 EX RIM = 347.22 DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION EX EX EX OF BIOTUBE AND PUMP SYSTEM. LSE RISER RISER CITY OF YELM STANDARD RISER RISER RISER DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMENTS. SEE EX 6" P EMERGENCY STANDARD DETAIL 7 -14 FOR STORAGE 5.0" WORKING FLOAT SETTINGS. VOLUME jlu8Ql BELOW m UID LEVELBAFF WALL FLOAT ON 62 FROM BOTTOM OF TANK DETENTION Ijjl FLOAT OFF FROM BOTTOM OF TANK VOLUMENK VOLUME II ON WLUME K BOTTOM IOF TANK = TO BE STANDARD ""O I ... '""•" INI,EI FEE—] > -PAR. EPDXY, VSE Ill - l� t CARE" RISER TANK ll ..t. 1 I ADAOjlT 7OR C'NCke"L` .. lX1Ji(( _ At , m i I I LEVC r�35" TANHS " F I %0 3 P" - OEDVN00.NT A LOA; { OFE I i ASSEMBLY AS SET BY OTM OF YELM �- I 4•D i -1/4 v IV. I ORI(3^.E i I HOI r: ARNSM[I C NFi I y PEKING EN OF Y'AVLi i 4 DIA PJC ROW I 1 (M]UCER i PVC BICttJeE L- SUBMERSIBLE EFFLUENT UR6NO0 TURBINE IC GPM PAD WIT OS P UP WITH THE MATERIAL FORD PLIX TRIPLEX ANC CLA58 DIV dnN i 0 POWER CABLE ANC' INS A ATi YS 'k,.(. VARY kE CCX4 RA( TOR SHALE MELT THE '$ SY -PASS OFUTCt mENT THE INSTAL LAWN REDI SHOdN IN TIE IN THE LEAD TYPICAL RV EP STAI ATG PIS III RAIIII IIIAll �?4�EM'e�F�"LkE T�MI4F "Fff"F'E"'17 fiM IIV�eI�( iTQOE>•I�T OF T?'PICAL SIVF)LEX STEP TANK INSTAIL.E...ATION DwS. NO PUELIC WORKS DIRECTOR DATk ' dr JEC 4E2Q,)7 1/2. 314" RAISED SQUARES, 3/4 "APART, 1/8" HIGH ❑ ❑ ❑ 1 I1❑ ❑ ❑❑1 A \. El ❑ El 112" WIDE, 118" HIGH RAISED BORDER 1" V, III FIBER JOINT 6" 1/2" Ian PACKING 1-14 3/4' N 45' BEND 1 1/4" O PLUG 6INCH SEWER CLEANOUT NTS APPROVED FOR CONSTRUCTION BY: Date: DveLopmenl Se-xO, F.ngiuc,, APPROVAL EXPIRES: U) USE I" UNION TO CINNt.4 TEDNN' 24'-11" t APA AEJS CDR FPE S RE TES IN' s R:10E9 rrIBI LID Q i WITH STAINLESS STEEL A 18 Mld A SER HE CNT YP A W1 H -. 1 AND NEOPRENE GASKET _ ALL NON- THI BEARING IA&" '`t j -1 'IAFVC NOSE AND 0 EtvF SUtF INi -X ` W Z w j [ENT BALL Q M M 'iEMIJA ,A \A LL ! } AS SHOWN BAALL. M HALVE T ELECTRICAL SPLICE BOX Mr., CORO GR^'S t , >HAfL BE W4TN 12' BELOW JD Cn A GNNE6TIGN9 SHA 1 RE MADE' WITH � / / UcAT SPRIER BUT 21" OA 24' RISER WJ'L.D PVc- -- \ L `A \ SLOPE GRWND AWAY FRhM RISER- \ 130` CIA. BIASED PVC f B "T.1 NEOPRENE �4 GAUGE U i j I 1 E o QF ELCC"iT AL T.XJING "RE >� -,� 12'x 12 "x 12' DEADMAN 12% 12'x 12' DEADMAN 1 3/4 Y DlD➢ 'a.AL ` TONING WARE - INSTALL Z W U ? N J x EXISTING 8,000 GALLON STEP TANK ��+ J V) > NOT TO SCALE /I/ J z ED, a NorES: STEP TANK VOLUMES : N D z ® HOLD DOWN STRAP CLIP DETENTION VOLUME: 5,145 GALLONS N ¢ m 01 4 HOLD DOWN STRAP LOCATION WORKING VOLUME: 526 GALLONS U z m TYPE '13" LIFT LUG - SD EMERGENCY VOLUME: 2329 GALLONS U 0 TYPE "13" LIFT LUG - HD , OL F U) ) o n w STANDARD ""O I ... '""•" INI,EI FEE—] > -PAR. EPDXY, VSE Ill - l� t CARE" RISER TANK ll ..t. 1 I ADAOjlT 7OR C'NCke"L` .. lX1Ji(( _ At , m i I I LEVC r�35" TANHS " F I %0 3 P" - OEDVN00.NT A LOA; { OFE I i ASSEMBLY AS SET BY OTM OF YELM �- I 4•D i -1/4 v IV. I ORI(3^.E i I HOI r: ARNSM[I C NFi I y PEKING EN OF Y'AVLi i 4 DIA PJC ROW I 1 (M]UCER i PVC BICttJeE L- SUBMERSIBLE EFFLUENT UR6NO0 TURBINE IC GPM PAD WIT OS P UP WITH THE MATERIAL FORD PLIX TRIPLEX ANC CLA58 DIV dnN i 0 POWER CABLE ANC' INS A ATi YS 'k,.(. VARY kE CCX4 RA( TOR SHALE MELT THE '$ SY -PASS OFUTCt mENT THE INSTAL LAWN REDI SHOdN IN TIE IN THE LEAD TYPICAL RV EP STAI ATG PIS III RAIIII IIIAll �?4�EM'e�F�"LkE T�MI4F "Fff"F'E"'17 fiM IIV�eI�( iTQOE>•I�T OF T?'PICAL SIVF)LEX STEP TANK INSTAIL.E...ATION DwS. NO PUELIC WORKS DIRECTOR DATk ' dr JEC 4E2Q,)7 1/2. 314" RAISED SQUARES, 3/4 "APART, 1/8" HIGH ❑ ❑ ❑ 1 I1❑ ❑ ❑❑1 A \. El ❑ El 112" WIDE, 118" HIGH RAISED BORDER 1" V, III FIBER JOINT 6" 1/2" Ian PACKING 1-14 3/4' N 45' BEND 1 1/4" O PLUG 6INCH SEWER CLEANOUT NTS APPROVED FOR CONSTRUCTION BY: Date: DveLopmenl Se-xO, F.ngiuc,, APPROVAL EXPIRES: U) USE I" UNION TO CINNt.4 TEDNN' J t APA AEJS CDR FPE S RE TES IN' s R:10E9 rrIBI LID Q i WITH STAINLESS STEEL A 18 Mld A SER HE CNT YP A W1 H -. 1 AND NEOPRENE GASKET ALL NON- THI BEARING IA&" '`t j -1 'IAFVC NOSE AND 0 EtvF SUtF INi -X ` F / I VAL`_ ASWMSLY Z WE T At SOW FOR i A j [ENT BALL Q M M 'iEMIJA ,A \A LL ! } AS SHOWN BAALL. M HALVE ELECTRICAL SPLICE BOX Mr., CORO GR^'S t , >HAfL BE W4TN 12' BELOW JD Cn A GNNE6TIGN9 SHA 1 RE MADE' WITH � / / UcAT SPRIER BUT 21" OA 24' RISER WJ'L.D PVc- -- \ L `A \ SLOPE GRWND AWAY FRhM RISER- \ 130` CIA. BIASED PVC f B "T.1 NEOPRENE �4 GAUGE i UR Al CCNCSEfi?0 C ii ` t i j I 1 E HN ULATE^ QF ELCC"iT AL T.XJING "RE >� -,� IN iA-L IN 1 3/4 Y DlD➢ 'a.AL ` TONING WARE - INSTALL RISER -y�qB� EUCT NA 'Ct I'PI f . -- - - .J ROWER S URGE .Eli ;- IINRISER STANDARD ""O I ... '""•" INI,EI FEE—] > -PAR. EPDXY, VSE Ill - l� t CARE" RISER TANK ll ..t. 1 I ADAOjlT 7OR C'NCke"L` .. lX1Ji(( _ At , m i I I LEVC r�35" TANHS " F I %0 3 P" - OEDVN00.NT A LOA; { OFE I i ASSEMBLY AS SET BY OTM OF YELM �- I 4•D i -1/4 v IV. I ORI(3^.E i I HOI r: ARNSM[I C NFi I y PEKING EN OF Y'AVLi i 4 DIA PJC ROW I 1 (M]UCER i PVC BICttJeE L- SUBMERSIBLE EFFLUENT UR6NO0 TURBINE IC GPM PAD WIT OS P UP WITH THE MATERIAL FORD PLIX TRIPLEX ANC CLA58 DIV dnN i 0 POWER CABLE ANC' INS A ATi YS 'k,.(. VARY kE CCX4 RA( TOR SHALE MELT THE '$ SY -PASS OFUTCt mENT THE INSTAL LAWN REDI SHOdN IN TIE IN THE LEAD TYPICAL RV EP STAI ATG PIS III RAIIII IIIAll �?4�EM'e�F�"LkE T�MI4F "Fff"F'E"'17 fiM IIV�eI�( iTQOE>•I�T OF T?'PICAL SIVF)LEX STEP TANK INSTAIL.E...ATION DwS. NO PUELIC WORKS DIRECTOR DATk ' dr JEC 4E2Q,)7 1/2. 314" RAISED SQUARES, 3/4 "APART, 1/8" HIGH ❑ ❑ ❑ 1 I1❑ ❑ ❑❑1 A \. El ❑ El 112" WIDE, 118" HIGH RAISED BORDER 1" V, III FIBER JOINT 6" 1/2" Ian PACKING 1-14 3/4' N 45' BEND 1 1/4" O PLUG 6INCH SEWER CLEANOUT NTS APPROVED FOR CONSTRUCTION BY: Date: DveLopmenl Se-xO, F.ngiuc,, APPROVAL EXPIRES: U) in J Q Z 0 C/) 0 Z J ED Q Q Z Cn Lu O L.L Z ¢ } J J JEG or. LOS VET) Br. JEG 6118/2014 995.02 IG FILE HIS 995.02 UT3.dwg IG Na UT3 Na 9 aF