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20140213 Redline Plans #1 12182014ABBREVIATIONS cn 5 VICINITY MAP NOTE. NOT ALL ABBREVIATIONS ARE REPRESENTED IN THIS PLAN SET. w cr N.T.S. AC ASPHALT CONCRETE N.T.S. NOT TO SCALE a / BCP BEGIN CURB RETURN PC POINT OF CURVATURE BM BENCH MARK PI POINT OF INTERSECTION �• F BO BLOWOFF ASSEMBLY PL PROPERTY LINE W s BVC BEGIN VERTICAL CURVE POB POINT OF BEGINNING cTO� BW BOTTOM OF WALL POC POINT OF CONNECTION POINT OF REVERSE SECTION 19, TOWNSHIP 17 NORTH, RANGE Z EAST, W.M. T CB CATCH BASIN PRC cc CIP CAST IRON PIPE CURVATURE IL YELM, WASHINGTON sT SITE, CL CENTERLINE O PT POINT OF TANGENCY H � ) U W CMP CORRUGATED METAL PIPE PVC POLY -VINYL CHLORIDE o co CATV CABLE CLEANOUT R RCP RADIUS REINFORCED CONCRETE PIPE FSY;MEB30LS uj CIVIL SPECIFICATIONS CONTRACTOR AS— GUILTS ' DEGREE R/W RIGHT OF WAY NOTE: NOT ALL SYMBOLS ARE REPRESENTED IN THIS PLAN THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN P ENGINEERING I REQUIRED Y T CITY TO PROVIDE D.I. DIAMETER DUCTILE IRON RD SS ROOF DRAIN SANITARY SEWER SET.. c (CITY) ACCORDANCE WITH CITY OF YELM CITY STANDARDS AND THE RECORD DRAWINGS AS- BUILTS AND FINAL CERTIFICATION ( ) EE ELECTRICAL SSMH SANITARY SEWER MANHOLE EXISTING pQ� STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL PRIOR TO FINAL CITY ACCEPTANCE. OLYMPIC ENGINEERING Cw ELE END CURB RETURN V) SD STORM SEWER PROPOSED CONSTRUCTION, 2014, INCLUDING ANY AMENDMENTS, AS WILL NOT CERTIFY THE RECORD DRAWINGS 0� PROVIDE THE ELEV ELEVATION SDMH STORM DRAIN MANHOLE o» m ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) (HEREAFTER STANDARD CERTIFICATION UNLESS WE HAVE INSPECTED SUB GRADES AND i ACTUAL INSTALLATION OF ALL OF THE IMPROVEMENTS EP EDGE OF PAVEMENT STA STATION OBO • B0 BLOWOFF ASSEMBLY U w C EVC END VERTICAL CURVE STEP SEPTIC TANK EFFLUENT PUMP m SPECIFICATIONS "). DEPICTED HEREIN PRIOR TO BACKFILLING. IT I S THE EX EXISTING M :2 DTL. STANDARD DETAIL U U 4( FIRE HYDRANT CONTRACTOR'S RESPONSIBILITY TO NOTIFY OL•PIC \ FF FINISHED FLOOR T TELEPHONE o: 'L' Y FH ALSO INCORPORATED INTO THESE CONTRACT DOCUMENTS BY ENGINEERING A MINIMUM OF 48 -HOURS PRIOF3 TO FG FINISHED GRADE _, U U {; N TB THRUST BLOCK W� N GATE VALVE REFERENCE ARE: INSTALLATION OF THESE IMPROVEMENTS. PROJECT INFORMATION FH FIRE HYDRANT TBC TOP BACK OF CURB �h FL FLOWLINE /FLANGE TC TOP OF CURB AIR RELIEF VALVE A) CITY OF YELM DEVELOPMENT GUIDELINES, CURRENT CONTRACTOR SHALL MAINTAIN ONE SET OF THE CONTRACT OWNER /APPLICANT: SIPE REAL ESTATE HOLDINGS, LLC FM FORCE MAIN U E TC TOP OF CONCRETE o r► M O 01 Q N > EDITION; DRAWINGS THAT SHALL INCLUDE, CLEARLY AMID LEGIBLY G GAS X •Q m° E TG TOP OF GRATE ► REDUCER B) WASHINGTON STATE DEPARTMENT OF ECOLOGY MARKED, ANY ALTERATIONS OR LOCATIONS OIF UNDERGROUND 4740 AVERY LANE SE LACEY, WA 98503 GL GUTTER LINE ca TW TOP OF WALL � J STORMWATER MANANAGEMENT MANUAL FOR WESTERN UTILITIES ENCOUNTERED DURING PROGRESS OIF THIS PROJECT, GM GAS METER TYP. TYPICAL �b bw THRUST BLOCKING WASHINGTON, 2012 EDITION ( "DRAINAGE MANUAL" )' AND ANY ALTERATIONS MADE TO THE IMPROVEMENTS BEING INSTALLED. SAID "AS- BUILT" PARCEL N0: 75300400100 GB GRADE BREAK UGP UNDERGROUND POWER U JOB NUMBER: C) THE INTERNATIONAL BUILDING CODE (IBC) AND CITY OF DRAWINGS SHALL BE MARKED HDPE HIGH DENSITY POLYETHYLENE VS VACUUM SEWER MAIN ❑VN 0 WATER METER BOX YELM BUILDING CODE, CURRENT EDITIONS; AND SHALL BE SUBMITTED TO THE ENGINEER UPON PROJECT SITE ADDRESS: UNASSIGNED SOLBERG ST. OR YELM HP HIGH POINT SHEET: 1 OF 14 W WATER C) D) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR COMPLETION . AVE. IP L INSPECTION PORT LENGTH WM WV WATER METER WATER VALVE WELL DWELL WELL STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, WITH YELM, WA 98597 LF LINEAL FEET f APPROXIMATELY GUARD POST (BOLLARD) WSDOT MODIFICATIONS, IF ANY; E) THE INTERNATIONAL FIRE CODE, CURRENT EDITION. REMOVAL AND REPLACEMENT OF ZONING: CBD MH MANHOLE % PERCENT MJ MECHANICAL JOINT DOUBLE CHECK VALVE ASSEMBLY CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS UNSUITABLE MATERIALS SITE AREA: 12,000 SF (0.28 AC) AT CONTRACTOR'S OWN EXPENSE. R/W DEDICATION AREA: 707 SF (0.02 AC) 7 CAP /PLUG WHENEVER IN EXCAVATING THE SITE EXPOSES PEAT, SOFT NET DEVELOPABLE AREA: 11,293 SF (0.26 AC) THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL, SUCH MATERIAL SHALL BE REMOVE -D TO THE GRADING: f325 CY CUT & f450 CY FILL C7 ■ CB STORM DRAIN CATCH BASIN MATERIALS, TOOLS EQUIPMENT, TRANSPORTATION, SUPPLIES, DEPTH DIRECTED BY THE GEOTECHNICAL ENGINEER AND FOR APPLICATION PURPOSES ONLY) LINETYPES OSDMH STORM DRAIN MANHOLE AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE BACKFIELD WITH SUITABLE FOUNDATION MATEIRIAL. NOTE: NOT ALL LINETYPES ARE REPRESENTED IN THIS PLAN SET. U o COUNTY AND THE PROJECT OWNER. UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE SOILS: SPANAWAY GRAVELLY SANDY LOAM HSG B ( ) EXISTING PROPOSED 0 • Co CLEANOUT THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A AND HAULED TO A WASTE SITE OBTAINED BY THE P E CONTRACTOR. THE CONTRACTOR SHALL FURNISH AND PLACE SANITARY SEWER /WATER: CITY OF YELM • IP INSPECTION PORT COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL NI SUITABLE MATERIAL AT THE DIRECTION OF THIS GEOTECHNICAL SD — 9D STORM MAIN OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT ENGINEER. POWER /GAS: PUGET SOUND ENERGY ® SOIL TEST PIT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR RD RD ROOF DRAIN #X PERFORMING THE OMITTED WORK. TELEPHONE /FIBER: CENTURYLINK op INFILTRATION INFILTRATION TEST PIT -- X SILT FENCING ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING CABLE TV /FIBER: COMCAST ix.x% SURFACE FLOW DIRECTION THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS CLEARING LIMITS WILL REQUIRE APPROVAL OF THE UTILITIES LOCATE NOTE FIRE DISTRICT: YELM ►— SLOPE ENGINEER AND COUNTY. TY.ND ->- • • • SWALE /DITCH CENTERLINE THE LOCATION OF EXISTING UTILITIES SHOWN HEREON ARE REFUSE /RECYCLING: PACIFIC DISPOSAL cab RIPRAP APPROXIMATE AND ARE BASED ON INFORMATIION PROVIDED BY W w — WATER MAIN 5 xxx.x THE SURVEYOR AND FROM COUNTY RECORDS.- OLYMPIC FEMA FIRM DESIGNATION: ZONE X (53067CO353E) SPOT ELEVATION CONTRACTOR LIABILITY NOTE ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE EXACT ss 83 -- SANITARY SEWER MAIN �41s8$ LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN cis �SSMH SEWER MANHOLE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE HEREON. CONTRACTOR SHALL VERIFY THE EXACT SIZE, DEPTH, —31EP — STEP MAIN RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE AND LOCATION OF EXISTING UTILITIES AND CALL FOR °CO • co SEWER CLEANOUT COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING UNDERGROUND LOCATE AT 811 A MINIMUM OF: 48 -HOURS — FY FORCE MAIN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS PRIOR TO CONSTRUCTION START. CONTRACTOIR SHALL BE FM AIR RELEASE VALVE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAkGES RESULTING VS VACUUM SEWER MAIN LIMITED TO NORMAL WORKING HOURS; AND THAT THE FROM FAILURE TO LOCATE EXISTING UTILITIES. - vs THRUST BLOCKING CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD OLYMPIC GAS LINE ENGINEERING HARMLESS FROM ANY AND ALL LIABILITY, REAL G REDUCER OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING P P POWER LINE � CAP /PLUG FROM THE SOLE NEGLIGENCE OF OLYMPIC ENGINEERING. TRAFFIC CONTROL NOTE POST — CONSTRUCTION SOIL QUALITY AND DEPTH CONDUIT T TELEPHONE LINE ❑ PIG PORT SURVEY INFORMATION CONTRACTOR SHALL PREPARE AND PROVIDE A TRAFFIC REVIEW AND ALL DISTURBED PERVIOUS AREAS (INCLUDING LANDSCAPING AREAS) T CONTROL PLAN TO THE CITY INSPECTOR FOR SHALL CONTAIN SOILS MEETING THE POST - CONSTRUCTION SOIL STEP METER BOX LEGAL DESCRIPTION APPROVAL PRIOR TO CONSTRUCTION START, IF REQUESTED. QUALITY AND DEPTH REQUIREMENTS PER BMP T5.13 OF THE WSDOE Tv CATV CABLE TV LINE ►� GATE VALVE ' LOTS 1 AND 2 IN BLOCK 4 OF SOLBERGS FIRST ADDITION TO STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, - - - - - - - - - - - TOP /TOE OF SLOPE YELM AS RECORDED IN VOLUME 9 OF PLATS, PAGE 31 2012. SEE SHEET C1.5 FOR REQUIREMENTS. • • TERMINUS PIG LAUNCH PORT TOGETHER WITH AND SUBJECT TO EASEMENTS, RESTRICTIONS GB —GB GB GRADE BREAK Eli AND RESERVATIONS OF RECORD; RECORDS OF THURSTON COUNTY, WASHINGTON. (CONTAINS 12,001 SQ. FT.) GENERAL NOTES ® JUNCTION BOX xxx -- XXX CONTOUR LINE ClSIG ® SERVICE DISCONNECT VERTICAL DATUM THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ADJACENT OWNERcS AND UTILITY TRENCHING AND INSTALLATION FENCE X YARD /PEDESTRIAN LIGHT NGVD 1929 BENCHMARK: BRASS MONUMENT AT THE INTERSECTION OF SCDIA SE WRITTEN UPTIONSROVIDE DRIVEWAYS AND UTILITY SERVICES TO Y DISRI ACCESSIBLE TO CONTRACTOR SHALL PROVIDE TRENCHING, BEDDING, CONDUIT/ _ _ - - ROADWAY CENTERLINE YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252. ELEVATION = 347.206 THE EXTENT PRACTICAL. SLEEVING, AND BACKFILL AS NEEDED FOR POWER, COMMUNICATIONS, STREET LIGHT LIGHTING, NATURAL GAS, IRRIGATION, AND ALL OTHER UTILITIES RIGHT -OF -WAY LINE BASIS OF BEARING ALL AREAS DISTURBED DURING CONSTRUCTION) SHALL BE NEEDED. COORDINATE INSTALLATION AND LOCATIONS WITH OWNER, TRANSFORMER NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION RESTORED TO THEIR ORIGINAL "PRE- CONSTRUICTION" STATE RESPECTIVE UTILITY COMPANY, AND BUILDING CONTRACTOR. SEE EASEMENT LINE Elp © POWER VAULT NETWORK POINTS USGS -PIS -6 & 1252 OR BETTER. ELECTRICAL, BUILDING, MECHANICAL, AND PLUMBING PLANS FOR ADDITIONAL INFORMATION. FRONT /BACK OF CURB -op THE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION -�- POWER POLE DEPICTED HEREON WAS PREPARED AND PROVIDED BY LARSON - - - - - - - - - - - SAWCUT LINE & ASSOCIATES. THIS SURVEY INFORMATION WAS NOT FIELD E-- POLE ANCHOR VERIFIED BY OLYMPIC ENGINEERING AND OLYMPIC ENGINEERING DEWATERING SHEET INDEX F F FIBER OPTIC LINE ASSUMES NO LIABILITY IN THE ACCURACY OF THIS TELEPHONE VAULT INFORMATION. FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF 1 CO.1 CIVIL COVER SHEET THE CONSTRUCTION SITE SHALL BE DEWATERE -D AND KEPT 2 CO.2 HORIZONTAL CONTROL PLAN SIT ■T TELEPHONE RISER FREE OF STANDING WATER AND MUDDY CONDIITIONS AS 3 C1.1 EROSION CONTROL AND DEMOLITION PLAN t� GAS VALVE SURVEY MONUMENTS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND 4 C1.2 ON -SITE GRADING, DRAINAGE, AND PAVING PLAN 5 C1.3 SOLBERG ST. FRONTAGE IMPROVEMENT PLAN AND PROFILE A PROFESSIONAL LAND SURVEYOR MUST OBTAIN A PERMIT MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER 6 C1.4 ALLEY FRONTAGE IMPROVEMENT PLAN AND PROFILE ❑ o GAS METER EQUIPMENT REQUIRED TO PROPERLY DEWATER' THE SITE AS 7 C1.5 EROSION CONTROL AND DRAINAGEDETAILS AND NOTES FROM THE DEPARTMENT OF NATURAL RESOURCES PRIOR TO SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS OF 8 C1.6 DRAINAGE DETAILS BUSH /SHRUB DISTURBING OR REPLACING ANY SURVEY MONUMENTS. SOIL FINES FROM FOUNDATION AREAS WILL N(OT BE 9 C1.7 PAVING DETAILS AND NOTES TREE (CONIFER) PERMITTED. DEWATERING SHALL BE INCIDENTAIL. 10 C1.8 MISC. DETAILS 11 C2.1 WATER AND SANITARY SEWER SERVICE PLAN (D TREE (DECIDUOUS) 12 C2.2 WATER DETAILS AND NOTES S GEOTECHNICAL NOTE DAMAGED STRIPING NOTE 14 C2.4 SANITARY SEWER NOTES SIGN SEE FINAL GEOTECHNICAL ENGINEERING REPORT PREPARED BY CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED MATERIALS TESTING & CONSULTING, INC., DATED JUNE 18, STRIPING ON THE ADJACENT PUBLIC ROADWAYS AS A RESULT BARRICADE 2014, FOR GENERAL SOILS INFORMATION ALONG WITH SITE OF THIS PROJECT'S CONSTRUCTION. PREPARATION, STRUCTURAL FILL, FOUNDATION, UTILITY TRENCH EXCAVATIONS, AND PAVING RECOMMENDATIONS. z 0 cn 5 w cr a 0 d z �• Q 3 IL W J V cc IL O W H � U W uj = a c ° F• c lu pQ� Cw V) 0 J U o» m V d � y au U w C s � CL. m a M :2 vi o U U F_: z \ } m r m o m w z o: 'L' Y C9 Q _j (n W'' Q w 0 0 _, U U {; N a t 1 11I10I �h 97401 x = 00 o U E E N co o r► M O 01 Q N > I� � ++ N N •�, X •Q m° E O d O a� � 3 c a 0 M 3 ca a � J a• W � CD IW CD CD �b bw r � W 0 ur U JOB NUMBER: 14002 DRAWING AME: 14009 - OVR cool SHEET: 1 OF 14 HORIZONTAL CONTROL PLAN NOTE SEE BUILDING PLANS FOR BUILDING FOOTPRINT /FOUNDATION DIMENSIONS. THE ON -SITE IMPROVEMENTS (BUILDING, PARKING LOT, ETC.) ARE PARALLEL /PERPENDICULAR TO THE EAST AND WEST PROPERTY LINES. VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 STA. 8 +45.00 = SITA. 1 +1 SOLBERG ST. & ALLEY CENTERLINE IN7FRSFi SCALE: 1"=10 FEET 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS USGS -PTS -6 & 1252 +UU.UU = YELM AVE. & SOLBERG ST. SEC 19, TWP 17N, RGE 2E, W.M. R/W CENTERLINE INTERSECTION wl z J Qi LL . Od O' T i i i <1R'iN O- - - - - - - - - - - - - - - - -- - - - - - - - - - - FOUND 1 /2" - IRON PIPE 0.45' BELOW ASPHALT YELM ' A VENUE WEST (SR 510 ) o - R35.0- ----- EP Y J Q 3 w 0 a Pte' 00 +6 I v� I •1 DI OI O M 1 of oI0 i cI ' a 8.5 m a I L Q 24.6' d 10.0' - w z J Q � d Q A 68.6' EX. SIDEWALK 10.5' 33.0' ° N49'30'12 "W 100.00 3.5' B6S STOP 4.0' - 6' R/W DEdICA110N IF 2.5' DEDICATIONWAY PROPOSED PHYSICAL THERAPY OFFICE 34.0 i 80.0' i,�- -- -14.5 2.4.75 a d 4 d 4 4.0 6.0' 1 I - 25' 25' . v v•v . •'vv "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" --- - - - - - - - - - -I �. LL - - -- 1 1, ° 5.0' d ° a a Q d 4. Oa d. d � I f N 20.0' a l d R3.0' -,v 34�.; -03C0 ., ., .. (T � R3.0' I, (�'-) -9.0 ' . a 23:0' 23.0' a d a d 6.5' $ 72.0' ol Q 9.0 7.5' 8.0' 6.0' ;rµ (TYP•) 20.0' d LONG RAMP „Fv� C;P:r�`v, E - _ 5.5' - „..n .so.o.... Im eev*: oU.N.:.. o... e.e...000 S49'30'08 "E _ _._.. 100.00' ALLEY { '. -...,. .._ _..� _......� .. ..-�. ..._.... I - � of �4 41 �, - - 25' 25' . v v•v . •'vv "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" I I I I I I I I I SD CB # 151 TYPE I RIM = 345.80 (SOLID) IE= 342.69 8" SE I SDMH #426 TYPE II RIM = 344.51' W /BEEHIVE GRATE W /CENTER CONE IE= 339.83' (8 ") PVC SW IE= 339.81' (8 ") PVC NE IE= 340.05' (4 ") PVC NW I I I I wl ZIJ <I 'I o) 0I I I I I I I I I I I I I D I I I I I I I I I I I a *t st v F iv {, 00+01 FOUND 1/2" u IRON PIPE Z 0.45' BELOW I o ASPHALT iv 0 YELM ' A VENUE WET 4 (SR 510) G _ SD CB # 211 TYPE I G M 3461 - G 8 IE= 343.90 12" NE &SW - - - - - -- — �E EX. SIDEWALK 43. 4 ° N49'30'12 "W 100.00' SEC 19, TWP 17N, RGE 2E, W.M. SD 8 CONC <c.Pc�Q I 2 1 w w Y _ 1 Q w 0 cn r� Mw 0t^ v� 4 SS a d 4 R 15 PROPOSED PHYSICAL THERAPY OFFICE ------ - - - - -- U.. L - - - - -J ° a ° 4 17 4 4 d i 0 m RIGHT -OF -WAY LINE C. Lli d ° o I I, 00 +6 F I! t 3d dd I II 15 ° I= d I d I WI I I v k MI li y cnI j J i ... .. 0o S49'30'08 "E 100.00' ... .. SS _ - 5S SS W W __ __ _- � G SS G _ SS -- --ASS- SS T T - _ W _ -T-- W - �r —� T G �- - - -- SS SS — --AFL 00- '9t, F T T -- (Z F XiSTI*N , (�RA,tEE_ + T - I I I I 3 14 EXISTING o I I 15 SHED °I I % 6 0 �1� 5 2 7 co E Li bi 25' 25 o X � "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" CONSTRUCTION NOTES O1 INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PROJECT SITE IF DIRECTED BY OWNER. O2 INSTALL TEMPORARY SILT FENCING (BMP C233) AROUND PROJECT PERIMETER AND AS NEEDED TO CONTROL SEDIMENT RUNOFF PER DETAIL ON SHEET C1.5. O3 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (BMP C105) PER DETAIL ON SHEET C1.5. LOCA11ON SHOWN IS FOR REFERENCE ONLY. COORDINATE LOCATION WITH CITY OF YELM PUBLIC WORKS INSPECTOR. OINSTALL STORM DRAIN INLET PROTECTION (BMP C220) IN ALL EXISTING AND NEW CATCH BASINS THAT MAY RECEIVE SEDIMENT RUNOFF FROM CONSTRUCTION ACTIVITIES PER DETAIL ON SHEET C1.5. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EVERY STORM EVENT. OEX. TELEPHONE PEDESTALS TO BE RELOCATED. CONTRACTOR SHALL COORDINATE WORK NTH o I, f,�rnt- OEX. POWER POLE TO BE RELOCATED. CONTRACTOR SHALL COORDINATE WORK WITH PUGET SOUND ENERGY. O7 RELOCATE EX. WATER METER BOX TO ALLEY RIGHT —OF —WAY LINE AS SHOWN. CONTRACTOR SHALL NOTIFY AFFECTED PROPERTY OWNER A MINIMUM OF 72 —HOURS IN ADVANCE OF ANY WATER SERVICE INTERRUPTIONS. SEE SHEET C2.1 FOR REFERENCE. O8 RELOCATE EX. FIRE HYDRANT. SEE SHEET C2.1 FOR REFERENCE. OREMOVE AND DISPOSE OF EX. STORM /CULVERT PIPE. CONTRACTOR SHALL INSTALL CB#4 AND CONNECTING STORM PIPE IMMEDIATELY TO KEEP THE EX. STORM SYSTEM FUNCTIONING. SEE SHEET C1.3 FOR REFERENCE. 10 RELOCATE EX. SIGN. SEE SHEET C1.3 FOR REFERENCE. 11 ADJUST EX. WATER VALVE LID TO FINISHED GRADE, AS NEEDED. 12 REMOVE EX. CROSSWALK AND STOP BAR STRIPING. 13 REMOVE AND DISPOSE OF EX. CURB & GUTTER AND SIDEWALK TO NEAREST JOINT. 14 SAWCUT 12" IN FROM EX. EDGE OF PAVEMENT AND REMOVE AND DISPOSE OF EX. ASPHALT. GRIND MIN. 2" DEPTH OF EX. ASPHALT FROM SAWCUT LINE TO SOLBERG ST. RIGHT —OF —WAY CENTERLINE AS SHOWN. SEE SOLBERG ST. SECTION A —A DETAIL ON SHEET C1.7 FOR REFERENCE. CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER AND CITY INSPECTOR TO INSPECT EXISTING SUBGRADE PRIOR TO INSTALLATION OF THE ROADWAY SECTION. CONTRACTOR SHALL PROVIDE A MIN. 48 —HOUR NOTICE. 15 CLEAR, GRUB AND GRADE PROJECT AREA AS NEEDED TO CONSTRUCT THE NEW IMPROVEMENTS. GRADING SHALL MEET IBC AND THE GEOTECHNICAL REPORT REQUIREMENTS. STAGING AREA NOTE CONTRACTOR SHALL COORDINATE LOCATION OF STAGING AREA WITH CITY OF YELM PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NEEDED TEMPORARY UTILITY SERVICES TO STAGING AREA. EROSION CONTROL NOTES 1. IN ADDITION TO THE BEST MANAGEMENT PRACTICES (BMP'S) SPECIFIED ON THIS PLAN, THE CONTRACTOR SHALL MINIMIZE CLEARING AND GRADING, MAINTAIN THE BMP'S UNTIL FINAL SITE STABILIZATION, AND INCORPORATE ANY ADDITIONAL BMP'S AS NECESSARY TO MINIMIZE EROSION AND SEDIMENTATION DURING CONSTRUCTION. SEE VOLUME II OF THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, 2012 EDITION, FOR ADDITIONAL BMP'S. 2. SEE SHEET C1.5 FOR ADDITIONAL EROSION CONTROL NOTES. 3. IT IS RECOMMENDED THAT THE CONTRACTOR STOCKPILE EXISTING TOPSOIL FOR RE —USE IN DISTURBED AND LANDSCAPE AREAS TO HELP MINIMIZE THE IMPORT OF SOIL. SCALE: 1"=10 FEET 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS USGS -PTS -6 & 1252 VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 0 I � � I` WI j 3 z JI � d $D w� Z J d Q 00zz . N 0 o of CA Fr 4 R 15 PROPOSED PHYSICAL THERAPY OFFICE ------ - - - - -- U.. L - - - - -J ° a ° 4 17 4 4 d i 0 m RIGHT -OF -WAY LINE C. Lli d ° o I I, 00 +6 F I! t 3d dd I II 15 ° I= d I d I WI I I v k MI li y cnI j J i ... .. 0o S49'30'08 "E 100.00' ... .. SS _ - 5S SS W W __ __ _- � G SS G _ SS -- --ASS- SS T T - _ W _ -T-- W - �r —� T G �- - - -- SS SS — --AFL 00- '9t, F T T -- (Z F XiSTI*N , (�RA,tEE_ + T - I I I I 3 14 EXISTING o I I 15 SHED °I I % 6 0 �1� 5 2 7 co E Li bi 25' 25 o X � "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" CONSTRUCTION NOTES O1 INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PROJECT SITE IF DIRECTED BY OWNER. O2 INSTALL TEMPORARY SILT FENCING (BMP C233) AROUND PROJECT PERIMETER AND AS NEEDED TO CONTROL SEDIMENT RUNOFF PER DETAIL ON SHEET C1.5. O3 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (BMP C105) PER DETAIL ON SHEET C1.5. LOCA11ON SHOWN IS FOR REFERENCE ONLY. COORDINATE LOCATION WITH CITY OF YELM PUBLIC WORKS INSPECTOR. OINSTALL STORM DRAIN INLET PROTECTION (BMP C220) IN ALL EXISTING AND NEW CATCH BASINS THAT MAY RECEIVE SEDIMENT RUNOFF FROM CONSTRUCTION ACTIVITIES PER DETAIL ON SHEET C1.5. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EVERY STORM EVENT. OEX. TELEPHONE PEDESTALS TO BE RELOCATED. CONTRACTOR SHALL COORDINATE WORK NTH o I, f,�rnt- OEX. POWER POLE TO BE RELOCATED. CONTRACTOR SHALL COORDINATE WORK WITH PUGET SOUND ENERGY. O7 RELOCATE EX. WATER METER BOX TO ALLEY RIGHT —OF —WAY LINE AS SHOWN. CONTRACTOR SHALL NOTIFY AFFECTED PROPERTY OWNER A MINIMUM OF 72 —HOURS IN ADVANCE OF ANY WATER SERVICE INTERRUPTIONS. SEE SHEET C2.1 FOR REFERENCE. O8 RELOCATE EX. FIRE HYDRANT. SEE SHEET C2.1 FOR REFERENCE. OREMOVE AND DISPOSE OF EX. STORM /CULVERT PIPE. CONTRACTOR SHALL INSTALL CB#4 AND CONNECTING STORM PIPE IMMEDIATELY TO KEEP THE EX. STORM SYSTEM FUNCTIONING. SEE SHEET C1.3 FOR REFERENCE. 10 RELOCATE EX. SIGN. SEE SHEET C1.3 FOR REFERENCE. 11 ADJUST EX. WATER VALVE LID TO FINISHED GRADE, AS NEEDED. 12 REMOVE EX. CROSSWALK AND STOP BAR STRIPING. 13 REMOVE AND DISPOSE OF EX. CURB & GUTTER AND SIDEWALK TO NEAREST JOINT. 14 SAWCUT 12" IN FROM EX. EDGE OF PAVEMENT AND REMOVE AND DISPOSE OF EX. ASPHALT. GRIND MIN. 2" DEPTH OF EX. ASPHALT FROM SAWCUT LINE TO SOLBERG ST. RIGHT —OF —WAY CENTERLINE AS SHOWN. SEE SOLBERG ST. SECTION A —A DETAIL ON SHEET C1.7 FOR REFERENCE. CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER AND CITY INSPECTOR TO INSPECT EXISTING SUBGRADE PRIOR TO INSTALLATION OF THE ROADWAY SECTION. CONTRACTOR SHALL PROVIDE A MIN. 48 —HOUR NOTICE. 15 CLEAR, GRUB AND GRADE PROJECT AREA AS NEEDED TO CONSTRUCT THE NEW IMPROVEMENTS. GRADING SHALL MEET IBC AND THE GEOTECHNICAL REPORT REQUIREMENTS. STAGING AREA NOTE CONTRACTOR SHALL COORDINATE LOCATION OF STAGING AREA WITH CITY OF YELM PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NEEDED TEMPORARY UTILITY SERVICES TO STAGING AREA. EROSION CONTROL NOTES 1. IN ADDITION TO THE BEST MANAGEMENT PRACTICES (BMP'S) SPECIFIED ON THIS PLAN, THE CONTRACTOR SHALL MINIMIZE CLEARING AND GRADING, MAINTAIN THE BMP'S UNTIL FINAL SITE STABILIZATION, AND INCORPORATE ANY ADDITIONAL BMP'S AS NECESSARY TO MINIMIZE EROSION AND SEDIMENTATION DURING CONSTRUCTION. SEE VOLUME II OF THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, 2012 EDITION, FOR ADDITIONAL BMP'S. 2. SEE SHEET C1.5 FOR ADDITIONAL EROSION CONTROL NOTES. 3. IT IS RECOMMENDED THAT THE CONTRACTOR STOCKPILE EXISTING TOPSOIL FOR RE —USE IN DISTURBED AND LANDSCAPE AREAS TO HELP MINIMIZE THE IMPORT OF SOIL. SCALE: 1"=10 FEET 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS USGS -PTS -6 & 1252 VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 0 5 w a 0 0 z 3 Q 3 IL 4c W I H J V Z Ili O W U Z oc Z c` J 4c r_ F z z 0 O0 � 0 N z LLI o U y Q OW a a di IM W o W � C d m a O `t o II U U m m m m °w o W z O U ! N 0 1 tk I 11 hO N� R Mt `yam 87401 IpNAI,>El�' c a� 00 V E a) a`^o 0 4° E 0 m m u, 41 mQ � � N r_a N N � ui u•� :, •� a x a 0 m o 0 mE c 003 005 M M 3 c C3v Z � J d: W c 'L W Z a� c D t9 , w OZ Lu U JOB NUMBtR: 14009 DRAWING NAME: 14009SC clul SHEET: 3 OF 14 JIA. IUtUU.VV = YELM AVE. & SOL13ERG ST. R/W CENTERLINE INTERSECTION 00 +01 FOUND 1/2" ffm IRON PIPE 0.45' BELOW ASPHALT SEC 19, TWP 17N, RGE 2E, W.M. 4 - o- - - - - - - - - - U z a o N do le CC IL EX. SIDEWALK CB#4 - 43. 4 . ° N49'30'12 "W 100.00' G G G --- --1- -- G G MEN I I I y r SD CB # 151 TYPE I --�� _ SD 8 "CONC RIM = 345.80 (SOLID) IE= 342.69 8" SE I I I I I I I IY P ZI , JI rl Q II F- 1 I I T� a Iw 0 cn 1 TYPE 11 RIM = 344.51' W /BEEHIVE GRATE W /CENTER CONE IE= 339.83' (8 ") PVC SW IE= 339.81' (8 ") PVC NE IE= 340.05' (4 ") PVC NW STA. 8 +45.00 = STA. 1 +00.00 SOLBERG ST. & ALLEY R/W CENTERLINE INTERSECTION 25' SS t. I r-! PROPOSED PHYSICAL',.,, THERAPY OFFICE 02 d II FF= :4 347.4 d° L 5 6 3 5 z 000zz rte, N CO RD RD 347.26 RD 347.26 CB# 0 �1 01 (D I I ° ° do co 6a- 386.35 ° 'U -347.20: I 347.20 I d 347, . F -� 346.35 SIDEWALK FLSi� WITH PANG 34 , d. M II w. I; (� 9 0 d I � r I 6� --00+6 j.. i y� 9 k � i 10 dd 2 w• INSPECTION U) d PORTS 347 4 7 6.25 7.6 � 10 ,r CO i ci 345.73 4 67.66 , ' 18.4 I f CONSTRUCTION NOTES O1 INSTALL STORMTECH INFILTRATION /DETENTION SYSTEM WITH 9 CHAMBERS PER PLAN AND DETAILS ON SHEET C1.6 AND PER MANUFACTURER'S INSTALLATION GUIDELINES. INSTALL INSPECTION PORT PER DETAIL ON SHEET C1.6. f BOTTOM EXCAVATION AREA = 6.25'W x 67.66'L f BOTTOM EXCAVATION ELEV. = 339.70 OSTA. 8 +71.91, 34.06' RT. (CENTER OF VAULT) �,� -t PLAN AND DETAILS ON SHEET C1.6 AND PER MANUFACTURER'S INSTALLA11ON GUIDELINES. .l f 30" RIM = 345.79 24" RIM = 345.73 IE= 342.75 (12" IN) IE= 340.42 (24" OUT) OINSTALL CATCH BASINS PER PLAN AND SCHEDULE THIS SHEET AND D LLJ WSDOT STANDARD PLAN B- 5.20 -01 (CB #2). O4 INSTALL 12 "0 PVC SDR35 STORM PIPE BETWEEN CATCH BASINS AND INFILTRATION SYSTEM PER PLAN AND CATCH BASIN SCHEDULE THIS SHEET AND DETAILS ON SHEET C1.3. MIN. SLOPE = 0.005 FT/FT. OINSTALL 6" PVC SDR35 ROOF DRAIN PIPES AND TIGHTLINE TO INFILTRATION SYSTEM. MIN. S =0.01 FT /FT. INSTALL WYE'S AT ALL CHANGES IN PIPE DIRECTION. INSTALL CLEANOUTS AT END OF RUNS IN LANDSCAPED AREAS AS SHOWN AND PER DETAIL ON SHEET C1.5. SEE ARCHITECTURAL PLANS FOR ROOF DRAIN DOWNSPOUT LOCATIONS. COORDINATE INSTALLATION AND LOCATIONS WITH BUILDING CONTRACTOR. PROVIDE MIN. 12" COVER. OCONSTRUCT CONCRETE SIDEWALKS PER PLAN AND DETAILS ON SHEET C1.7. MAX. LONGITUDINAL SLOPE SHALL NOT EXCEED 596 WITHOUT CONSTRUCTING ACCESSIBLE RAMPS MEETING ICC /ANSI A117.1 -2009 AND CROSS -SLOPE SHALL NOT EXCEED 2X SEE G EP RIGHT -OF -WAY LINE L �/ J -1 t / l�] STALLS AND AS SHOWN. PROVIDE ACCESSIBLE STRIPING AND TAPER TOPS OF CURBS DOWN TO SIGNING PER ADA REQUIREMENTS (SEE ACCESSIBLE PARKING STALL MATCH CONCRETE, SIDEWALK, DETAIL ON SHEET C1.8 AND WSDOT STANDARD PLAN M- 24.60 -04 AND /OR ASPHALT GRADES (TYP.) FOR REFERENCE). 11 INSTALL CONCRETE WHEEL STOPS PER PLAN AND DETAIL ON SHEET C1.7. (TYP. OF 15). 7 IA Clu INSTALL 6" HIGH x 6" WIDE CONCRETE CURB ALONG SOUTH AND EAST SIDES OF REFUSE- PAD (TO HELP LESSEN GRADE TO EAST PROPERTY LINE) A�F 62 - 17.0 - [ Vy - S49'30'08 "E 100.00' R. .- % 000 00000ooe m. 'S. SS - SS _ _- _._ _ _SS SS SS W W _ ---G G G SS ----G -,_ SS SS SS - ��ILl� �- SS T r- - -'� �� ---T -- ---� -� �� ___ _ ss 00 5 6 fp T T --�-- - _ - - _ F'; % T _ _ L E_X1 ilNCa C� AVEC_ C) N W-- W W W W� W -_ +I Itg� W _ - - -- -�y� -_ - - .-- - - -. . - E l o f o CONSTRUCTION NOTES O1 INSTALL STORMTECH INFILTRATION /DETENTION SYSTEM WITH 9 CHAMBERS PER PLAN AND DETAILS ON SHEET C1.6 AND PER MANUFACTURER'S INSTALLATION GUIDELINES. INSTALL INSPECTION PORT PER DETAIL ON SHEET C1.6. BOTTOM EXCAVATION AREA = 6.25'W x 67.66'L BOTTOM EXCAVATION ELEV. = 339.70 OSTA. 8 +71.91, 34.06' RT. (CENTER OF VAULT) INSTALL BAYSAVER VAULT WITH ONE BAYFILTER CARTRIDGE PER PLAN AND DETAILS ON SHEET C1.6 AND PER MANUFACTURER'S INSTALLA11ON GUIDELINES. 30" RIM = 345.79 24" RIM = 345.73 IE= 342.75 (12" IN) IE= 340.42 (24" OUT) OINSTALL CATCH BASINS PER PLAN AND SCHEDULE THIS SHEET AND D LLJ WSDOT STANDARD PLAN B- 5.20 -01 (CB #2). O4 INSTALL 12 "0 PVC SDR35 STORM PIPE BETWEEN CATCH BASINS AND INFILTRATION SYSTEM PER PLAN AND CATCH BASIN SCHEDULE THIS SHEET AND DETAILS ON SHEET C1.3. MIN. SLOPE = 0.005 FT/FT. OINSTALL 6" PVC SDR35 ROOF DRAIN PIPES AND TIGHTLINE TO INFILTRATION SYSTEM. MIN. S =0.01 FT /FT. INSTALL WYE'S AT ALL CHANGES IN PIPE DIRECTION. INSTALL CLEANOUTS AT END OF RUNS IN LANDSCAPED AREAS AS SHOWN AND PER DETAIL ON SHEET C1.5. SEE ARCHITECTURAL PLANS FOR ROOF DRAIN DOWNSPOUT LOCATIONS. COORDINATE INSTALLATION AND LOCATIONS WITH BUILDING CONTRACTOR. PROVIDE MIN. 12" COVER. OCONSTRUCT CONCRETE SIDEWALKS PER PLAN AND DETAILS ON SHEET C1.7. MAX. LONGITUDINAL SLOPE SHALL NOT EXCEED 596 WITHOUT CONSTRUCTING ACCESSIBLE RAMPS MEETING ICC /ANSI A117.1 -2009 AND CROSS -SLOPE SHALL NOT EXCEED 2X SEE ARCHITECTURAL PLANS FOR ANY SPECIFIC SIDEWALK SCORING PATTERNS, LAYOUT DETAILS, ETC. OCONSTRUCT 4" THICK CONCRETE (CLASS 3000) REFUSE/RECYCLING CONTAINER PAD OVER 2" CSTC LEVELING COURSE OVER APPROVED • SLOPE IN ANY DIREC11ON = 0.5X. SEE C; V CHITECTURA PLANS FOR ENCLOSURE AND ANCHORING DETAILS. OCONSTRUCT NEW ASPHALT DRIVE AISLE AND PARKING LOT AREA PER ASPHALT PAVING SECTION DETAIL ON SHEET C1.7. MAX. SLOPE ACROSS HANDICAP STALLS IN ANY DIREC11ON = 2X. OINSTALL 6" HIGH EXTRUDED CURB PER PLAN AND DETAIL ON SHEET C1.7. TAPER TOP OF CURB DOWN TO MATCH CONCRETE, SIDEWALK, AND /OR ASPHALT GRADES AT/NEAR END OF CURBS. <1-0) INSTALL 4" WIDE PAINTED WHITE STRIPING LINES FOR PARKING STALLS AND AS SHOWN. PROVIDE ACCESSIBLE STRIPING AND TAPER TOPS OF CURBS DOWN TO SIGNING PER ADA REQUIREMENTS (SEE ACCESSIBLE PARKING STALL MATCH CONCRETE, SIDEWALK, DETAIL ON SHEET C1.8 AND WSDOT STANDARD PLAN M- 24.60 -04 AND /OR ASPHALT GRADES (TYP.) FOR REFERENCE). 11 INSTALL CONCRETE WHEEL STOPS PER PLAN AND DETAIL ON SHEET C1.7. (TYP. OF 15). 7 IA Clu INSTALL 6" HIGH x 6" WIDE CONCRETE CURB ALONG SOUTH AND EAST SIDES OF REFUSE- PAD (TO HELP LESSEN GRADE TO EAST PROPERTY LINE) A�F 62 - 17.0 - [ Vy - S49'30'08 "E 100.00' R. .- % 000 00000ooe m. 'S. SS - SS _ _- _._ _ _SS SS SS W W _ ---G G G SS ----G -,_ SS SS SS - ��ILl� �- SS T r- - -'� �� ---T -- ---� -� �� ___ _ ss 00 5 6 fp T T --�-- - _ - - _ F'; % T _ _ L E_X1 ilNCa C� AVEC_ C) N W-- W W W W� W -_ +I Itg� W _ - - -- -�y� -_ - - .-- - - -. . - E l o f o I I 9 11 D LLJ of I CONTRACTOR SHALL POTHOLE EX. oI I � WATER MAIN AND CONTACT ENGINEER o T IMMEDIATELY IF THERE WILL BE A �I � CONFLICT WITH THE NEW STORM MAIN 345.20 z ATCH EX. 25' o I > 0 X "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" CATCH BASIN SCHEDULE CB #2 TYPE 1, GRATE CB #3 18" ADS NYLOPLAST, MIN. 12" STA. 8 +60.01, 32.56' RT. SUMP, SOLID COVER RIM = 345.44 STA. 9 +24.50, 107.50' RT. IE= 342.79 (12" IN /OUT) RIM = 347.30 IE= 344.30 (6" IN /OUT) INSTALL ADS ENVIROHOOD ON OUTLET NOTES: 1. CATCH BASIN STATIONS AND OFFSETS SHOWN ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STATIONING IS REFERENCED FROM THE SOLBERG ST. RIGHT -OF -WAY CENTERLINE. SCALE: 1"=10 FEET 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS USGS -PTS -6 & 1252 VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 SHEET: 4 OF h 4 STA. 8 +45.00 = STA. 1 +00.00 SEC 19, TWP 17N, R G E 2E, W.M. SOLBERG ST. & ALLEY R/W _ CENTERLINE INTERSECTION • -- -- -- -- -- -- -- -- -- -- —� -- — RIGHT -OF -WAY LINE -- — -- -- — -- . _- SIDEWALK ; o 14 Im W I W P. P P �. 4 RIG�IT:,,-'OF- WAY LINE r J 11 N 120.p1� P _ P_ CB 13 -- -- cn_ 2 _. 12 "CONC i fg� SD SDI / 4 9 � r F BENCH & SIGN 7 CONTRACTOR SHALL POTHOLE, EX. WATER MAIN AND CONTACT 4e E a I (SEE ARCH. PLANS) ENGINEER IMMEDIATELY IF �` r*� E THERE WILL BE A CONFLICT WITH THE NEW STORM MAIN 7 �I 13 I o w ; o IV ,��'� i I I N s s 8 I� Z m -, cn p ��a L PROPOSED PHYSICAL THERAPY OFFICE • c 1 FF= 1347.4 m x �l (10 5� N � m a ` � I c,w S w w M oo c� Ci ` O I o I (A s ,, CL 3 F_ I � m cn c ❑ � m i, E I i 346 344 342 340 SIDEWALK IMPROVEMENTS GUTTER FLOWLINE ELEV.= 345.22 & ALLEY RAW CENTERLINE; INTERSECTION GUTTER FLOW LINE ELEV.= 345.21 I � i STA. 8+45.00, 16.0' 'RT.: TYPE 1 CATCH BASIN #1 RIM = 34$.21 IE= 342.11 8 +10 HORIZONTAL SCALE: 1"=10 FEET VERTICAL SCALE: 1"=2.00 FEET 9+76,53, GUTTER FLOW LINE END CURVE ELEV.=�f346.39 (MATCH EX.) Y +uu s--o. =RG ST. SW CENTERLINE 5 P7 M "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 10 +00 SD 0 II ITI =' X • 346 344 CONSTRUCTION NOTES O1 STA. 9 +70.70; 31.65' RT. (BACK OF GRATE AT FLOWLINE): INSTALL TYPE 1 CATCH BASIN (CB#4) (PER WSDOT STANDARD PLAN B- 5.20 -01) WITH GRATE AND CONNECT TO EX. 12" STORM PIPE. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, AND PIPE SIZE, AND ADJUST LOCATION AND ELEVATION OF NEW CATCH BASIN AS NEEDED. RIM = 346.15 IE= ±343.76 (MATCH EXISTING) OINSTALL ±40 LF 12 "0 PVC SDR35 STORM PIPE BETWEEN CB#4 AND EX. CATCH BASIN. MATCH TO EX. PIPE INVERT ELEVATIONS. O3 STA. 8 +45.00, 16.00' RT. (CENTER OF STRUCTURE): INSTALL TYPE 1 CATCH BASIN WITH GRATE PER WSDOT STANDARD PLAN B- 5.20 -01. CATCH BASIN LOCA11ON MAY NEED TO BE ADJUSTED TO AVOID CONFLICT WITH EX. WATER MAIN(S). RIM = 345.21 OIE= 342.91 4 INSTALL 12 *0 PVC SDR35 STORM PIPE PER PLAN. SEE SHEET C1.2 FOR CONTINUATION. OREPLACE GRATE WITH SOLID COVER ON EX. CATCH BASIN. OADJUST EX. CATCH BASIN RIM TO FINISHED GRADE AND REPLACE GRATE WITH SOLID COVER. O7 INSTALL CEMENT CONCRETE CURB & GUTTER PER PLAN, PROFILE, AND DETAIL ON SHEET C1.7. MATCH TO EX. CURB & GUTTER AT NEAREST JOINT WHERE APPLICABLE. OINSTALL CEMENT CONCRETE SIDEWALK PER PLAN AND DETAILS ON SHEET C1.7. MATCH TO EX. SIDEWALK AT NEAREST JOINT WHERE APPLICABLE. PROVIDE 6" THICK SIDEWALK AT DRIVEWAY LOCATION OINSTALL 23' WIDE CEMENT CONCRETE DRIVEWAY APPROACH PER DETAIL ON SHEET C1.7. 10 WIDEN ROADWAY PER PLAN, PROFILE AND DETAIL ON SHEET C1.7. REPLACE REMOVED ASPHALT WITH 2" HMA (SEE SHEET C1.1 FOR REFERENCE). PROVIDE EMULSIFIED ASPHALT GRADE CSS -1 TACK COAT ALONG SAWCUT EDGE WHERE APPLICABLE. 11 CONSTRUCT MIN. 6' LONG RAMP PER PLAN. MAX. LONGITUDINAL RAMP SLOPE = 8.3X PROVIDE CURB ON EAST SIDE OF RAMP, MATCHING THE CURB ON THE WEST SIDE (SOLBERG ST. SIDE). 12 STA. 9 +61.82, 22.48' RT. & STA. 9 +73.89, 37.67' RT. (CENTER OF RAMP AT GUTTER FLOW LINE): CONSTRUCT CURB RAMPS PER PLAN AND DETAIL ON SHEET C1.8. 13 INSTALL DETECTABLE WARNING SURFACE PER DETAIL ON SHEET C1s. 14 INSTALL WHITE THERMOPLASTIC CROSSWALK STRIPING AND 18" WIDE STOP BAR PER WSDOT STANDARD PLAN M- 15.10 -01. 15 INSTALL EXISTING SIGNS ONTO NEW SIGN POST PER DETAIL ON SHEET C1.8. SIGN SHALL BE LOCATED IN —LINE WITH STOP BAR. 16 CONSTRUCT 3' -6" DEEP BY 10' -6" WIDE' WIDE BUS STOP PAD (4" CONC. OVER 2" CSTC OVER COMPACTED SUBGRADE) BEHIND EX. SIDEWALK PER INTERCITY TRANSIT BUS STOP SPECIFICA11ON GUIDELINES. PROVIDE MAX. 2X SLOPE DOWN TO BACK OF SIDEWALK. CONTRACTOR SHALL COORDINATE ORDERING AND INSTALLATION OF SHELTER WITH INTERCITY TRANSIT — (360) 786 -8585. SCALE: 1"=10 FEET 342 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK 340 POINTS USGS -PTS -6 & 1252 VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 z 0 Lo � x wc/) N D O x -Ti cn � 0 0 w _r I >W I �" romj U) W m STA 1o.4—nn nn — W I W P. P P �. 4 RIG�IT:,,-'OF- WAY LINE r J 11 N 120.p1� P _ P_ CB 13 -- -- cn_ 2 _. 12 "CONC i fg� SD SDI / 4 9 � r F BENCH & SIGN 7 CONTRACTOR SHALL POTHOLE, EX. WATER MAIN AND CONTACT 4e E a I (SEE ARCH. PLANS) ENGINEER IMMEDIATELY IF �` r*� E THERE WILL BE A CONFLICT WITH THE NEW STORM MAIN 7 �I 13 I o w ; o IV ,��'� i I I N s s 8 I� Z m -, cn p ��a L PROPOSED PHYSICAL THERAPY OFFICE • c 1 FF= 1347.4 m x �l (10 5� N � m a ` � I c,w S w w M oo c� Ci ` O I o I (A s ,, CL 3 F_ I � m cn c ❑ � m i, E I i 346 344 342 340 SIDEWALK IMPROVEMENTS GUTTER FLOWLINE ELEV.= 345.22 & ALLEY RAW CENTERLINE; INTERSECTION GUTTER FLOW LINE ELEV.= 345.21 I � i STA. 8+45.00, 16.0' 'RT.: TYPE 1 CATCH BASIN #1 RIM = 34$.21 IE= 342.11 8 +10 HORIZONTAL SCALE: 1"=10 FEET VERTICAL SCALE: 1"=2.00 FEET 9+76,53, GUTTER FLOW LINE END CURVE ELEV.=�f346.39 (MATCH EX.) Y +uu s--o. =RG ST. SW CENTERLINE 5 P7 M "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 10 +00 SD 0 II ITI =' X • 346 344 CONSTRUCTION NOTES O1 STA. 9 +70.70; 31.65' RT. (BACK OF GRATE AT FLOWLINE): INSTALL TYPE 1 CATCH BASIN (CB#4) (PER WSDOT STANDARD PLAN B- 5.20 -01) WITH GRATE AND CONNECT TO EX. 12" STORM PIPE. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, AND PIPE SIZE, AND ADJUST LOCATION AND ELEVATION OF NEW CATCH BASIN AS NEEDED. RIM = 346.15 IE= ±343.76 (MATCH EXISTING) OINSTALL ±40 LF 12 "0 PVC SDR35 STORM PIPE BETWEEN CB#4 AND EX. CATCH BASIN. MATCH TO EX. PIPE INVERT ELEVATIONS. O3 STA. 8 +45.00, 16.00' RT. (CENTER OF STRUCTURE): INSTALL TYPE 1 CATCH BASIN WITH GRATE PER WSDOT STANDARD PLAN B- 5.20 -01. CATCH BASIN LOCA11ON MAY NEED TO BE ADJUSTED TO AVOID CONFLICT WITH EX. WATER MAIN(S). RIM = 345.21 OIE= 342.91 4 INSTALL 12 *0 PVC SDR35 STORM PIPE PER PLAN. SEE SHEET C1.2 FOR CONTINUATION. OREPLACE GRATE WITH SOLID COVER ON EX. CATCH BASIN. OADJUST EX. CATCH BASIN RIM TO FINISHED GRADE AND REPLACE GRATE WITH SOLID COVER. O7 INSTALL CEMENT CONCRETE CURB & GUTTER PER PLAN, PROFILE, AND DETAIL ON SHEET C1.7. MATCH TO EX. CURB & GUTTER AT NEAREST JOINT WHERE APPLICABLE. OINSTALL CEMENT CONCRETE SIDEWALK PER PLAN AND DETAILS ON SHEET C1.7. MATCH TO EX. SIDEWALK AT NEAREST JOINT WHERE APPLICABLE. PROVIDE 6" THICK SIDEWALK AT DRIVEWAY LOCATION OINSTALL 23' WIDE CEMENT CONCRETE DRIVEWAY APPROACH PER DETAIL ON SHEET C1.7. 10 WIDEN ROADWAY PER PLAN, PROFILE AND DETAIL ON SHEET C1.7. REPLACE REMOVED ASPHALT WITH 2" HMA (SEE SHEET C1.1 FOR REFERENCE). PROVIDE EMULSIFIED ASPHALT GRADE CSS -1 TACK COAT ALONG SAWCUT EDGE WHERE APPLICABLE. 11 CONSTRUCT MIN. 6' LONG RAMP PER PLAN. MAX. LONGITUDINAL RAMP SLOPE = 8.3X PROVIDE CURB ON EAST SIDE OF RAMP, MATCHING THE CURB ON THE WEST SIDE (SOLBERG ST. SIDE). 12 STA. 9 +61.82, 22.48' RT. & STA. 9 +73.89, 37.67' RT. (CENTER OF RAMP AT GUTTER FLOW LINE): CONSTRUCT CURB RAMPS PER PLAN AND DETAIL ON SHEET C1.8. 13 INSTALL DETECTABLE WARNING SURFACE PER DETAIL ON SHEET C1s. 14 INSTALL WHITE THERMOPLASTIC CROSSWALK STRIPING AND 18" WIDE STOP BAR PER WSDOT STANDARD PLAN M- 15.10 -01. 15 INSTALL EXISTING SIGNS ONTO NEW SIGN POST PER DETAIL ON SHEET C1.8. SIGN SHALL BE LOCATED IN —LINE WITH STOP BAR. 16 CONSTRUCT 3' -6" DEEP BY 10' -6" WIDE' WIDE BUS STOP PAD (4" CONC. OVER 2" CSTC OVER COMPACTED SUBGRADE) BEHIND EX. SIDEWALK PER INTERCITY TRANSIT BUS STOP SPECIFICA11ON GUIDELINES. PROVIDE MAX. 2X SLOPE DOWN TO BACK OF SIDEWALK. CONTRACTOR SHALL COORDINATE ORDERING AND INSTALLATION OF SHELTER WITH INTERCITY TRANSIT — (360) 786 -8585. SCALE: 1"=10 FEET 342 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK 340 POINTS USGS -PTS -6 & 1252 VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 z 0 N 5 W m a 0 d z L L 6 Z H J V d O W � U Z W W J z O . W W ~ LLI >O; y00C o Z k CC IL a 0 0 cc W _ JW oc c cn OC9Z c y oc d a a M Z o 0: O x is ii W LL w c o o � m CL a o o U II U m m m W m 0 z O Y Li.l W N Q Q O O U ccn M 1t` �1�1�I �►ER /y � �y 97401 IOIPAL 1� c a� m a) E U N 00 oaE o fo O d' M U E O� Q IN [r & V N N N w o a o a o m E o o c a0 mrnn c z = N J W 'L W au 4 z °' . w u 0 z W U JOB NUMBER: 14009 DRAWING NAME: 14009_FI L1 C1. SHEET: 5 OF 14 i i i i D I I I CENTERLINE I i a� w Of w > O O z � t V) X w a- I ; I _ SEC 19, TWP 17N, RGE 2E, W.M. EDGE OF NEW PAVEMENT IS SHOWN AT THE RIGHT —OF —WAY LINE. EDGE OF PAVEMENT MAY NEED TO BE OFFSET FROM RIGHT —OF —WAY LINE BY 6 " -12" IN ORDER TO PROVIDE FOR ADEQUATE SPACE TO MATCH BACK TO EXISTING GRADES ALONG RIGHT —OF —WAY LINE. CONTRACTOR SHALL COORDINATE WITH ENGINEER AND CITY INSPECTOR AFTER THE PROPOSED GRADES HAVE BEEN STAKED BY A SURVEYOR. R/W CENTERLINE ELEV.= 38.87 346 344 342 340 STA. 1 +00.00 8 +45.00 ALLEY & SOLBERG ST. SW R/W CENTERLINE INTERSECTION ELEV.= 345.54 S = -0.02 FT /PT APPROX. LOCATION OF EX. WATER MAINS STA. 1+16.00.: TYPE 1; CATCH BASIN T RIM = 345.21 IE =342:91 ce wM Z_ low w 3� w /'i-- --- E--- -_ S=p 2 �FT /FT W z Ld J o! I- z w U.. 0! °) w ow EXISTING GRAD AT RIGHT—OF—WAY CENTS LINE (PAAnway.. rirwmi INFI - S— =D GRADE A IF —WAY CEN kY CENTERLI F 0 N t%f rr l0� N (6 M i I pr) �} w 5 w Q EDGE OF NEW PAVEMENT IS SHOWN AT THE RIGHT —OF —WAY LINE. EDGE OF PAVEMENT MAY NEED TO BE OFFSET FROM RIGHT —OF —WAY LINE BY 6 " -12" IN ORDER TO PROVIDE FOR ADEQUATE SPACE TO MATCH BACK TO EXISTING GRADES ALONG RIGHT —OF —WAY LINE. CONTRACTOR SHALL COORDINATE WITH ENGINEER AND CITY INSPECTOR AFTER THE PROPOSED GRADES HAVE BEEN STAKED BY A SURVEYOR. R/W CENTERLINE ELEV.= 38.87 346 344 342 340 STA. 1 +00.00 8 +45.00 ALLEY & SOLBERG ST. SW R/W CENTERLINE INTERSECTION ELEV.= 345.54 S = -0.02 FT /PT APPROX. LOCATION OF EX. WATER MAINS STA. 1+16.00.: TYPE 1; CATCH BASIN T RIM = 345.21 IE =342:91 ce wM Z_ low w 3� w /'i-- --- E--- -_ S=p 2 �FT /FT W z Ld J o! I- z w U.. 0! °) w ow EXISTING GRAD AT RIGHT—OF—WAY CENTS LINE (PAAnway.. rirwmi INFI - S— =D GRADE A IF —WAY CEN kY CENTERLI F 0 N O l0� N (6 M i I pr) .7r.T.l 0 +80 1 +UU L ' "" HORIZONTAL SCALE: 1"=10 FEET VERTICAL SCALE: 1"=2.00 FEET "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" n 00 00 346 344 342 340 CONSTRUCTION NOTES O1 CONSTRUCT ROADWAY PER PLAN, PROFILE AND ALLEY SECTION B —B DETAIL ON SHEET C1.7. Q2 25' LONG GRAVEL TAPER FROM END OF NEW PAVEMENT TO EDGE OF EX. GRAVEL AS SHOWN. 2" CSTC OVER 6" CSBC. OREGRADE GRAVEL DRIVEWAY APPROACH AS NEEDED TO MATCH BACK TO EX. DRIVEWAY GRADES. COORDINATE WITH OWNER. 2" CSTC OVER 6" CSBC. SCALE: 1"=10 FEET 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS USGS —PTS -6 & 1252 VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 z O N 5 w Q z h 3 d W H J _V y � f l.� O J W �. I U z I 3d mi pp 0 Q O 0 OC Wcc IL IL J.Z Y Co Z v m F m Z cccc F- O W 9 LLJ O o u. m a o U U m °w m w W ix U Q 0 0 N m 1� I10I NE R �y 87 ANAL C' c a� C) U a) o rXa ;= co o m O� Q LT v N N lV � •o X 00 O m E ^ ^ rn 3 O O C 110 ko d O M M z � fu J o� W cm W Z c CD ci LL OZ W U JOB NUMBER: 14099 DRAWING NAME: 14009==FIPL2 C104 SHEET: 6 OF 14 STANDARD BMP NOTES: Construction Entrance Notes 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. Silt Fence Notes 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 Notes 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. Plastic Covering Notes 1. Plastic sheeting shall have a minimum thickness of 6 mills and shall meet the requirements of STANDARD SPECIFICATIONS Section 9 -14.5. 2. Covering shall be installed and maintained tightly in place by using sandbags or tires on ropes with a maximum 10 -foot grid spacing in all directions. All seams shall be taped or weighted down full length and there shall be at least a 12 inch overlap of all seams. 3. Clear plastic covering shall be installed immediately on areas seeded between November 1 and March 31 and remain until vegetation is firmly established. 4. When the covering is used on un- seeded slopes, it shall be kept in place until the next seeding period. 5. Plastic covering sheets shall be buried two feet at the top of slopes in order to prevent surface water flow beneath sheets. 6. Proper maintenance includes regular checks for rips and dislodged ends. Topsoil Stockpiling Notes 1. Stockpiles shall be stabilized (with plastic covering or other approved device) daily between November 1 and March 31. 2. In any season, sediment leaching from stock piles must be positively prevented. 3. Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet, or when conditions exist that may otherwise be detrimental to proper grading or proposed sodding or seeding. 4. Previously established grades on the areas to be topsoiled shall be maintained according to the approval plan. STANDARD ESC NOTE: • A Certified Erosion and Sediment Control Lead (CESCL) is required for all construction projects. The named person or firm shall be on -site or on -call at all times. For this site, the person /firm is---------- - - - - -- ---- - - - - -- - -- and their telephone numbers are: (office: )_ -_- - ______ (cell: ) • Approval of this erosion & sediment control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g. size and location of roads, pipes,, restrictors, channels, retention facilities, utilities, etc.). • The implementation of thesEa ESC plans and the construction, maintenance, replacement, gnd upgrading of these ESC facilities is the responsibility of the applicant /contractor until all construction is completed and approved anti vegetation /landscaping is established. • The clearing limit boundaries; shown on this plan shall be clearly flagged in the field prior to construlction. During the construction period, no disturbance beyond the flagcged clearing limits shall be permitted. The flagging shall be maintained by the applicant /contractor for the duration of construction. • The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities, and in such a manner as to ensure that sediment and sediment -laden water do not enter the drainage system, 'roadways, or violate applicable surface water, ground water, or discharge :standards. • The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. [wring the construction period, these ESC facilities shall be upgraded Vs needed for unexpected storm events and to ensure that sediment ano sediment -laden water do not leave the site. • The ESC facilities on active sites shall be inspected daily by the applicant /contractor - -and rrlaintained, repaired, or augmented as necessary to ensure their continued functioning. • The ESC facilities on inactivle sites shall be inspected monthly and within 48 hours following a major storm event (1" rainfall in 24 hours) by the applicant /contractor - and maintained, repaired, or augmented as necessary - to ensure their continued functioning. • Storm drain inlets operable during construction shall be protected so that stormwater runoff does; not enter the conveyance system without first being filtered or treateQ to remove sediment. At no time shall more than 1 foot or 1/3 of the sump volume (whichever is less) of sediment be allowed to accLimulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to project completion and acceptance. The cleaniing operation shall not flush sediment -laden water offsite without treatment. • Stabilized construction entrainces shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required t :o ensure that all paved areas are kept clean for the duration of th,e project. • Roads shall be cleaned thorcoughly as needed to protect downstream water resources or stormwaiter infrastructure. Sediment shall be removed from roads b she Y 4eling or pickup sweeping and shall be transported to a controlled sediment disposal area. • From October 1 through April 30, no soils shall remain exposed and unworked for more than 2 ciays. From May 1 to September 30, no soils shall remain exposed aind unworked for more than 7 days. Soils shall be stabilized at the enid of the shift before a holiday or weekend if needed based on the weather forecast. Linear construction activities, such as right -of -way and easement clearing, roadway development, pipelines, and trenching for utilities, shall comply with these requirements. These stabilization requirements apply to all soils on site, whether at final grade or nc)t. The local permitting authority may adjust these time limits if iit can be shown that a development site's erosion or runoff potential jlustifies a different standard. • From October 1 through April 30, clearing, grading, and other soil- disturbing activities shalll only be permitted if shown to the satisfaction of the local permitting authority that the transport of sediment from the construction site to receiving waters will be prevented. • Soil stockpiles must be stabilized and protected with sediment - trapping measures. • All pollutants, including wast :e materials and demolition debris, that occur on site during construlction shall be handled and disposed of in a manner that does not cause contamination of stormwater. Woody debris may be chopped and spread on site. • Maintenance and repair of heavy equipment and vehicles and other activities which may result im discharge or spillage of pollutants to the ground or into stormwater runoff must be conducted using spill prevention measures, such a1s drip pans. Report all spills to 911. • Water from most dewateringi operations shall be discharged into a sediment trap or pond. Clealn, non - turbid water may be discharged to state surface waters, providtd the discharge does not cause erosion or flooding. Highly turbid or contaminated dewatering water from construction equipment operation, clamshell digging, concrete tremie pour, or work inside a coffelydam shall be handled separately from stormwater and properly disiposed. SEC 19, TWP 17N, RGE 2E, W.M. GENERAL NOTES (STORM DRAIN CONSTRUCTION) 1. All workmanship and materials shall be in accordance with City of Yelm standards and the most current copy of the WSDOT /APWA Standard Specifications for Road, Bridge and Municipal Construction. In cases of conflict, the most stringent standard shall apply. 2. The contractor shall be in compliance with all safety standards and requirements as set forth by OSHA, WISHA and the State of Washington, Department of Labor and Industries. 3. The contractor shall be responsible for all traffic control in accordance with the WSDOT /APWA Standard Plans for Road, Bridge and Municipal Construction (all applicable "K" plans) and /or the Manual on Uniform Traffic Control Devices (MUTCD). Prior to disruption of any traffic, a traffic control plan shall be prepared and submitted to the City for approval. No work shall commence until all approved traffic control is in place. 4. All approvals and permits required by the City of Yelm shall be obtained by the contractor prior to the start of construction. A grading permit for storm pond construction may be required. 5. If construction is to take place in the County right -of -way, the contractor shall notify the County and obtain all the required approvals and permits. 6. A preconstruction meeting shall be held with the City of Yelm Construction Inspector prior to the start of construction. 7. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verify all utility locations prior to construction by calling the Underground Locate line at 1- 800 - 424 -5555 a minimum of 48 hours prior to any excavation. 8. It shall be the responsibility of the contractor to have a copy of an approved set of plans on the construction site at all times. 9. All surveying and staking shall be performed per the corresponding chapter of the City of Yelm Development Guidelines and Public Works Standards. 10. Temporary erosion control /water pollution measures shall be required in accordance with Section 1 -07.15 of the WSDOT /APWA Standard Specifications and the Drainage Design and Erosion Control Manual for Yelm. At no time, will silts and debris be allowed to drain into an existing or newly installed facility unless special provisions have been designed. 11. Storm drain pipe shall be on the WSDOT Qualified Products list for the specification listed below: A. Plain Concrete Storm Sewer Pipe or Reinforced Concrete Storm Sewer Pipe per WSDOT Standard Specification 9 -05.7. B. Solid Wall PVC Storm Sewer Pipe per WSDOT Standard Specification 9- 05.12(1). C. Ductile Iron Sewer Pipe per WSDOT Standard Specification 9- 05.13. D. Hancor Blue Seal and Advanced Drainage Systems (ADS) N -12 HDPE up to 36" in diameter per WSDOT Standard Specification 9- 05.20. 12. All storm drainage systems are required to be air testable at 4 psi except concrete pipe which shall be tested per WSDOT /APWA standard for concrete storm pipe. All flexible pipe shall be mandrel tested per WSDOT APWA standards. Testing shall be done . / g by the contractor. 13. Testing of the storm sewer shall include video taping of the main by the contractor. Immediately prior to video taping, enough water shall be run down the line so it comes out the lower catch basin. A copy of the video tape shall be submitted to the City of Yelm. Acceptance of the line will not be made until after the tape has been reviewed and approved by the City. Testing shall take place after all underground utilities are installed and compaction of the roadway subgrade is complete. 14. Special structures, oil /water separators and outlet controls shall be installed per plans and manufacturers' recommendations. 15. All disturbed areas shall be seeded and mulched in accordance with the Drainage Manual. 16. Where connections require "field verifications ", connection points will be exposed by contractor and fittings verified 48 hours prior to distributing shut -down notices. 17. All catch basins /manholes, shall have pads per Yelm detail. 18. Any changes to the design shall first be reviewed and approved by the project engineer and the City of Yelm. 19. All storm pipe shall have a minimum of 12 inch diameter for mains and crossings. FILTER FABRIC MATERIAL 60' WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POS73. POST- CONSTRUCTION SOIL QUALITY AND DEPTH See Guidelines and Resources for Implementing Soil Depth and Quality, BMP T5.13 in the WSDOE Western Washington Stormwater Manual (2012) or at http: / /www.soilsforsalmon.org for additional information and requirements. • Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. • Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate the following: 1. A topsoil layer with a minimum organic matter content of ten percent dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. 2. Planting beds must be mulched with 2 inches of organic material 3. Quality of compost and other materials used to meet the organic content requirements: A. The organic content for "pre- approved" amendment rates can be met only using compost that meets the definition of "composted materials" in WAC 173 - 350 -220. This code is available online at: http://www.ecy.wa.gov/programs/swfa/facilities/350.htmi The compost must also have an organic matter content of 35% to 65 %, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands region. B. Calculated amendment rates may be met through use of composted materials as defined above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and meeting the contaminant standards of Grade A Compost. The resulting soil should be conducive to the type of vegetation to be established. • Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below: 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. 2. Amend existing site topsoil or subsoil either at default "preapproved" rates, or at custom calculated rates based on specifiers tests of the soil and amendment. 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic matter or depth requirements, either at a default "pre - approved" rate or at a custom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards, and is not compacted, does not need to be amended. Schedule and Maintenance • Establish soil quality and depth toward the end of construction and once established, protect from compaction, such as from large machinery use, and from erosion. • Plant vegetation and mulch the amended soil area after installation. • Leave plant debris or its equivalent on the soil surface to replenish organic matter. • Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement formerly established practices. 2' x 2' x 14 Go WIRE FABRIC OR EQUIV. I FILTER FABRIC MATERIAL 2' x 2' x 14 Go WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED / PO �O 4- 8" INSTALL CULVERT IF QUARRY A ROADSIDE DITCH SPALLS IS PRESENT GEOTEXTILE 12' MINIMUM THICKNESS 111� G� 1 �0 �C CONSTRUCTION ENTRANCE DETAIL N.T.S. CARSON 910 PLASTIC BOX (OR EQUAL) W/ MECHANICAL WINGNUT PLUG. SET CAP TO GRADE. OUTSIDE PAWED AREA SEE PAVING SECTION DETAILS .. ,.,�T. � . o Annnui 12" 6 3/4" 10" 8 3/4" COMPRESSION PLUG INSIDE PAVED ROADWAY NOTE: 6" PIPE CONCRETE COLLAR MAY BE ELIMINA -TED 45' WYE WHEN CLEANOUT IS LOCATED IN SIDEWALK AREAS (NON- TRAFFIC ARIEAS). SEAL WITH SILICONE OR APPROVED EQUAL SEALER 6 " -45' ELBOW SECTION RECESSED HANDLE TYPE COVER OLYMPIC FOUNDRY VB 950 VALVE BOX (OR EQUAL) FINISHED GRADE ".tI1 . o °0 6" PVC SDR !LL FMIN. 4X4- TRENCH. moo° so' ROOF DRAIN PROVIDE 3/4' 70 1 1/2' o° $ =1 % MINWASHED GRAVEL BACKFlLL 1° °° ( I I - - - - - O °O �� X, 2' x 2• WgOD Posr WHERE APPLICABLE ALT. STEEL FENCE POSTS SILT FENCE DETAIL N.T.S. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" ROOF DRAIN CLEANOUT DETAIL N.T.S. 0 in w Of 0 Z } Q LU V ccJ IL O W >. F_ U CO) I- 00 Z Ifl O_ J Z F- lu 044 v o OC r y Z J Q v V ag O 0 W o `n Z > 0 O W Co 1116 U M 0 11L a W 1Z OC W Z U w � � s > o � IL m a U O U ,i � M m w Z 0 AL 0 (+i U in 0 o LLI U jn o 1 Ik 11I1oI �►ER /y �y 87'401 rONAL1� c a� 00 Q) U E (1) 00 O w E C to Q1 O M UU 2: a) Q n It , N v N N Lri ?- o,a o0 6 r° • co E c o o a_, O MM 3 C N z � J W .L W N Z CH pn LLI O z W > U JOB NUMBER: 14009 DRAWING NAMt: 14009_ECDT C1051, SHEET. 7 OF 14 CONCEPTUAL LAYOUT (9) STORMTECH SC 740 CHAMBERS (2) STORMTECH SC -740 END CAPS INSTALLED WITH 6" COVER STONE, 6" BASE STONE, 30% STONE VOID INSTALLED SYSTEM VOLUME: 654 CF (PERIMETER STONE INCLUDED) AREA OF SYSTEM: 423 FT PERIMETER OF SYSTEM: 148 FT Z4" I'Ktt-AtSKI(,� PART# TYP OF CONNECTIONS AND IS( BAYSAVER VAULT SEC 19, TWP 17N, RGE 2E, W.M. NOTES • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SIPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. I- 67.66' - ACCEPTABLE FILL MATERIALS: STORMTECH SC -740 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTC) MATERIAL COMPACTION / DENSITY CLASSIFICATIONS REQUIREMENT N FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS 12" (300 mm) MIN END CAP SUBGRADE SOILS (150 mm) MIN FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER S PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE'D' LAYER 30" FRAME & COVER 30" FRAME AASIFITO M145' BEGIN COMPACTIONS AFTER 12" (300 mm) OF &COVER Q A-1, A A MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL - GRADED SOIUAGGREGATE MIXTURES, <35% -24, -3 COMPACT ADDITIONAL LAYERS IN 6"(150 mm) MAX 0 STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. 6" ORIFICE LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE OR WELL GRADED MATERIAL AND 95% RELATIVE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AAS;HTO M43' DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE 'C' LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT 9, 10 NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC �+ 24" FRAME FORCE NOT TO EXCEED 20,000 Ibs (89 kN). IN EMBEDMENT STONE: FILL SURROUNDING THE CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AAS;HTO M43' B CHAMBERS FROM THE FOUNDATION STONE ('A' 'C' DISTRIBUTION BETWEEN 3/4-2 INCH (20 -50 mm) 3, 357, 4,, 467, 5, 56, 57 NO COMPACTION REQUIRED. cc LAYER) TO TH E LAYER ABOVE. . 6 W FOUNDATION STONE: FILL BELOW CHAMBERS CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AASIHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) DISTRIBUTION BETWEEN 3/4-2 INCH (20 -50 mm) 3, 357, 4,, 467, 5, 56, 57 SURFACE. " OF THE CHAMBER. PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED.. ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 ( AASHTO M43) STONE ". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH . A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) ( PERIMETER STONE (SEE NOTE 6) `r * EyNIrtLaTmMS�0.f C'� \ 18 $, ,l r�,l 2.4 m (450 mm) MIN" MAX EXCAVATION WALL a (CAN BE SLOPED OR VERTICAL) 30" ^ (760 mm) 24" & 6" INLET IE _ ±340.30 6" BOTTOM ELEVATION = NOTES: 1. SC -740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWANTER COLLECTION CHAMBERS ", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS ". 2. SC -740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED W/NLL STORMWATER COLLECTION CHAMBERS ". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATIONI, EMBEDMENT, AND FILL MATERIALS. 4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 7. ONCE LAYER 'C' IS PLACED, ANY SOIL /MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. :LEANOUT Q a Y LU a c :r LU 3 w -� w v C) ❑ U c J r } W ? c } A rn a a N oz J � � W v } a 0 ❑ a z 0 a. a U 0 w ❑ w IY ® -1 sz2 w i U W K o _ z z =. w L y 0 44f ap � 4 J N O m M N Zvi � 0 It w n =)0ce) F <� O Zi O J_ co � � O I o i s , i SHEET 2 OF 5 d p cn F < ¢ Y t LU o4 J w U ❑ U E W c D_ (D a# � J H u W O } w n LL Q 0 ❑ a O a U U) ILL w Of : 6 � U0 -'W w U F � — K � o � N ❑ w J N m M Z a < w �xn O� �❑� Q r�n O�$ U W 0 � I 0 Z SHEET 3 OF 5 BAYFILTER STORMWATER FILTRATION SYSTEM PROTECTED BY U.S. PATENT # 6.869,528 .: r )]. • I: - � � t i� t�-3, II ., F i- NOTE: N 12" (300 mm) MIN END CAP SUBGRADE SOILS (150 mm) MIN 51" (1295 mm) S 12" (300 mm) TYP B- 30.70 -03. COVERS SHALL BE MARKED "STORM ". (SEE NOTE 5) NOTES: 1. SC -740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWANTER COLLECTION CHAMBERS ", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS ". 2. SC -740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED W/NLL STORMWATER COLLECTION CHAMBERS ". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATIONI, EMBEDMENT, AND FILL MATERIALS. 4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 7. ONCE LAYER 'C' IS PLACED, ANY SOIL /MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. :LEANOUT Q a Y LU a c :r LU 3 w -� w v C) ❑ U c J r } W ? c } A rn a a N oz J � � W v } a 0 ❑ a z 0 a. a U 0 w ❑ w IY ® -1 sz2 w i U W K o _ z z =. w L y 0 44f ap � 4 J N O m M N Zvi � 0 It w n =)0ce) F <� O Zi O J_ co � � O I o i s , i SHEET 2 OF 5 d p cn F < ¢ Y t LU o4 J w U ❑ U E W c D_ (D a# � J H u W O } w n LL Q 0 ❑ a O a U U) ILL w Of : 6 � U0 -'W w U F � — K � o � N ❑ w J N m M Z a < w �xn O� �❑� Q r�n O�$ U W 0 � I 0 Z SHEET 3 OF 5 BAYFILTER STORMWATER FILTRATION SYSTEM PROTECTED BY U.S. PATENT # 6.869,528 NOTE: N FRAMES & COVERS PER WSDOT STANDARD PLAN S B- 30.70 -03. COVERS SHALL BE MARKED "STORM ". 24" FRAME 30" FRAME & COVER 30" FRAME & COVER &COVER Q < RIM = 1345.6 4 0 6" ORIFICE 4" PVC O TO FILTER FROM FILTER z WEIR WALL o �+ 24" FRAME IN o d AND COVER 24" OUTLET PIPE 3 cc . 6 W J INLET IE = 342.75 0 O r •� J V 2.;33 cc OUTLET 'J• . • . ; + OUTLET IE = 340.42 •••• ' d o J 12" INLET WEIR WALL PIPE 1 4" PVC U FROM FILTER J � z O 6" ORIFICE V � TO FILTER PLAN VIEW SECTION A —A W REV DESCRIPTION DATE APPR NOTES: 1. FRAME AND COVERS SHALL BE H -20 BAYSAVER TecHxoLOG[es In TRAFFIC RATED. V ♦Y O Q N 800 - 829 -7283 BAYFILTER PVF -4 -6 -1 o W SIR WALL SHALL BE SEALED ONTO WWW.BAYSAVER.COM STANDARD DETAILS DESIGNED: TEP 12/14/09 IL a y Q �y. Oqq W 3. VAULT INSIDE HEIGHT SHOULD BE 44" DRAWN: PR ,::tDATE: SCALE: N.T.S. O W U MINIMUM. CHECKED: PR DWG NO: COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8'(2.4 m) MIN WIDE STRIP SC -740 CHAMBE =R SUMP DEPTH TBD BY SITE DESIGN ENGINEE (24" 1600 mm] MIN RECOMME 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE - FABRICATED END CAP PART #: SC740EPE24B SC -740 ISOLATOR ROW DETAIL NTS INSPECTION 8r, MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE /OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG AA LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT INSPECT DOWN TH C O E ISOLATOR ROW THROUGH OUTLET PIPE i MIRRORS ON POLES R O S CAMERAS O C E S MAY BE USED TO AVOID A CONFINED SPACE ENTRY fl) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" INSPECTION PORT SC -740 END CAP TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5'(1.5 m) MIN WIDE STRIPS PAVEMENT CONCRETE SLAB 8" (200 mm) MIN THICKNESS FLEXSTORM CATCH IT PART# 6212NYFX 10" (250 mm) INSERTA TEE PART #10N12ST74S1 INSERTA TEE TO BE CENTERED ON CORRUGATION CREST �--- 12" (450 mm) MIN WIDTH 6" THICK CONCRETE COLLAR 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W /SOLID HINGED COVER OR GRATE PART# 2712AGI ON SOLID COVER: 1299CGC GRATE:1299CGS SC -740 INSPECTION PORT DETAIL NTS 10" (250 mm) ADS N -12 HDPE PIPE SC -740 CHAMBER D- p cn i < Y t W I] z Y J w � U UC c co z o F- W v >- ?ii -wi 3 z O a Ir U w ❑ w Of i U � i N W W IN U � o 7 y N I J m M j Zap ; <=n w0� J Z) it Q i ~_ U O J O , J_ d 'w 0 E F- 0 Z 3 SHEET 4 OF 5 z 0 N S W Q 0 O z d cc W J V cc Z d o J U J � z O V � 0 W o In V ♦Y O Q N Z o � U IL a y Q �y. Oqq W O W U W � � O m If e N U F_: O U z r \ r } m m 0 W m 0 W Z O Y Lal w v1 a ak-' D Ix U N � 1b` 11 I.�o NE R /y �y 97401 OI�AI+ N W U w Ln 00 0 w E o t0°1a ro a, rnQ N N I N W (0 LI'1 In >' 0 n xx a 00 0 n • in , 00 c d O M M 3 fo Z 0 _ J W c 'L W N Z Dion c L7 w O Z > W U JOB NUMB 14009 DRAWING NAME: 14009 —DRAT CIO$ SHEET: 8 OF" 14 SEC 19, TWP 17N, RGE 2E, W.M. SAW CUT EXISTING PAVEMENT. Q�Pxk �.1► N EMULSIFIED ASPHALT GRADE 5 1/2" 6 1/2" A MINIMUM 0.25' CLASS 'B' A.C.P. CSS -1 TACK SHALL BE APPLIED CS, `' S (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. 15' pR�� PLUS 0.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED 5 1 2" J APPLIED IN MAXIMUM 0.17' LIFTS USING PAVING ASPHALT AR4000W. EDGE AROUND 1 "R 1/2 "R 1/2 "R q 5 SEE NOTE 1 5' S' S' EACH PANEL *' • °' '; t ; I TREE •• °' d , GRATES, \ : n`::::`:!;:::.:• :;::R:'•::::d:'::':;:•:'•i:':i' •`:;:: `::'`;'.�`;:':;:';A.; ?: }W:;. 0.67' GRAVEL BASE BROOM FINISH ° TYP. COMPACTED TO 95X EXISTING 1 "R ° OF MAXIMUM DENSITY 0.17' CRUSHED FLEXIBLE fD • /2 "R `O v° PER. 2- 03.3(14)D SURFACING PAVEMENT S OF ° e e EXPANSION TOP COURSE �q�_ NINE 'S' S TRENCH BACKFILL ° ° e ° d °' d COMPACTED PER. EXPANSION ° 1, M11 2- 03.3(14)C METHOD B JOINT SCORE MARK EXPANSION = �:.. d TYPE I : ° d ° ° ° . ° PLANTER STRIP 0 . " ► '•• VARIES SIDEWALK ?.S, (AS REQ.) EMENT CONCRETE a 1/2" LI 1 CURB & GUTTER LL e ° e 1' -6" I- 15 � MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT. � CEMENT CONCRETE BARRIER CURB AND GUTTER R /W I R /W 6" 6" SIDEWALK OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A -1 CURB & GUTTER 7 1/2" 50' SECTION A -A 1 2" U WHICHEVER IS GREATER. SAW CUT .EXISTING PAVEMENT. / CEMENT CONCRETE BARRIER CURB cr * o y D ADJUST WIDTH AS • ° N REQ. TO PROVIDE 6• 0.67' GRAVEL BASE • o 9' S' 11' 11' S' 9' �P COMPACTED TO 95X a ��•, SLOPE OF 12:1 SIDEWALK PLANTER STRIP I c-^ W 5 W L I s��y SECTION B -B OF MAXIMUM DENSITY 0.17' CRUSHED RIGID DnNG 5' MIN w r M m > I D v PER. 2- 03.3(14)D SURFACING (AS REQ.) > m I q�OARo TOP COURSE PAVEMENT 1" 1" 7rC Z I Z 7rC S Cyy /2 "R M i z m I B FFAI%IO -2% R =1/2" TYP. M m ,�yy "S AS REQ * TRENCH BACKFlLL ° -� 1/2-R I I I SEE NOTE 1 /' i, 2 2.5, TYP. 03.3(14)C METHOD C ° 2.5' RECOMMENDED BASK DRIVEWAY * TYPE II m 4" MIN. ° APPROACH WIDTHS o . ° J % i ?�4v �G1$1 ,A� 2.s. NOTES: o 10 �� EMENT CONCRETE 2 2% 2X 2 NOMINAL �c�Q�i. 0'44 QJ CURB & GUTTER 1. EXPANSION JOINT MATERIAL TO BE 3/8' THICK PREMOLDED "� WIDTH ° `� JOINT FILLER FULL THICKNESS OF CONCRETE. CEMENT CONCRETE ROLLED Fn CURB AND GUTTER a [O-WAY NE 10' 15' 20' '• 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE CITY OF YELM TWO -WAY 10' 30' 40' CITY OF YELM CITY OF YELM POURING CONCRETE. DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS 3. SCORE MARKS SHALL BE t1 8" WIDE BY t1 4" DEEP. FOR CITY PU YELM CITY OF YELM SEE SOLBERG ST. SECTION A -A DEPT. OF PUBLIC WORKS / / DEPT. OF PUBLIIC WORKS DEPT. OF PUBLIC WORKS NOTES: SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE DETAIL THIS SHEET MODIFIED PEDESTRIAN - 1. WHERE APPROACH EXCEEDS 16' WIDTH A FULL CEMENT CONCRETE TRENCH - PAVEMENT MARK SHALL BE MADE ALONG CENTER OF WALK. CEMENT CONCRETE NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED CEMENT CONCRETE ORIENTED STREET SECTION DEPTH EXPANSION JOINT SHALL BE PLACED APPROACH NOTES: 4. EXPANSION JOINT'S SHALL BE INSTALLED IN CURB AND JOINT FILLER FULL THICKNESS OF CONCRETE. LONGITUDINALLY, CENTERED IN THE APIPROACH. RESTORATION DETAIL GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB S I D E WA L -K CURBS APPROVED DWG. N0. 2. FORM AND SUBGRADE INSPECTION ARE RETURNS. EXPANSION JOINTS SHALL BE PLACED IN REQUIRED APPROVED DWG. NO. 1• ALL MATERIALS, WORKMANSHIP, AND INSTALL- APPROVED DWG. NO. SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. NO. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE APPROVED BEFORE POURING CONCRETE. ATION SHALL BE IN CONFORMANCE WITH THE GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND POURING CONCRETE. DWG. NO. 3. REFER TO SECTION 4B.140, YELM DEVEh OPMENT PUBLIC WORKS DIRECTOR DATE 4- 9 AND MUNICIPAL CIPALCCONSTRUCTION AS AMENDED BY PUBLIC WORKS DIRECTOR DATE 4 -10 GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR DATE 4 -11 DES. DWN. CKD. DATE GUIDELINES. DES. DWN. CKD. DATE CITY OF YELM STANDARDS. DES. DWN. CKD. DATE rDES . DWN. CK • DATE 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. PUBLIC WORKS DIRECTOR DATE 4 -13 DES. DWN. CKD. DATE JEC s -c s -c S -c 2/2/95 JEG s -c s -C s -c 10/3/94 JEG c S - C S= c 10/3/94 JEG s -c s -c s -c 3/15/94 GENERAL NOTES _(STREET CONSTRUCTION wl Z J o- zl U �I 3 I of EX. ROAD SECTION- 16' - _MIN. 2" GRIND & 2" HMA OVERLAY Z UJ W 12" SAWCUT n¢ LL O W 0 W X W NOTES: 1. CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER AND CITY INSPECTOR TO INSPECT EXISTING SUBGRADE PRIOR TO INSTALLATION OF THE ROADWAY SECTION. CONTRACTOR SHALL PROVIDE A MIN. 48 -HOUR NOTICE. 2. SEE "MODIFIED PEDESTRIAN ORIENTED STREET SECTION" THIS SHEET FOR REFERENCE. 3. ALL THICKNESSES ARE 95% COMPACTED DEPTHS. 25' lz R /W -3" HMA ASPHALT 2" CSTC 8" BALLAST SOLBERG ST. SECTION A -A N.T.S. T+ 1. All workmanship and materials 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. The contractor shall be responsible for all traffic control in accordance with MUTCD. Prior to disruption of any traffic, traffic control plans shall be prepared and submitted to the City for approval. No work shall commence until all approved traffic control is in place. 3. All curb and gutter, street grades, sidewalk grades, and any other vertical and /or horizontal alignment shall be staked by an engineering or surveying firm capable of performing such work. 4. Where new asphalt joins existing, the existing asphalt shall be cut to a neat vertical edge and tacked with Asphalt Emulsion type CSS -1 in accordance with the standard specifications. The new asphalt shall be feathered back over existing to provide for a seal at the saw cut location and the joint sealed with grade AR -4000W paving asphalt. 5. Compaction of subgrade, rock, and asphalt shall be in accordance with the standard specifications. 6. Subgrade inspection shall be performed by an approved testing firm and forms shall be inspected for line and grade by an engineer before pouring concrete. 7. Certification as to conformance shall be provided to the City prior to acceptance of work. 8. The Contractor /Developer shall furnish and install all permanent signing. Iw z I} o- w o- I °o= lCL I} 3 ILL O D! . . . .. NATIVE SUBGRADE OR STRUCTURAL FILL (SEE GEOTECHNICAL REPORT AND NOTE BELOW) 3" HMA ASPHALT* 3" CSTC* FINISHED GRADE Ca Nam" 6" CSBC* NATIVE SUBGRADE OR STRUCTURAL FILL (SEE GEOTECHNICAL REPORT) * ALL THICKNESSES ARE 95% COMPACTED DEPTHS. ON -SITE ASPHALT PAVING SECTION N.T.S. r� EXISTING 10' RIGHT -OF -WAY - 5' � 5, I I I I 2" HMA ASPHALT I 2" CSTC 2% I 2% 4�J FINISHED GRADE 8" BALLAST NATIVE SUBGRADE OR EX. GRADE (SEE NOTE STRUCTURAL FILL (SEE GEOTECHNICAL REPORT) #3 BELOW) NOTES: 1. CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER AND CITY INSPECTOR TO INSPECT EXISTING SUBGRADE PRIOR TO INSTALLATION OF THE ROADWAY SECTION. CONTRACTOR SHALL PROVIDE A MIN. 48 -HOUR NOTICE. 2. ALL THICKNESSES ARE 95% COMPACTED DEPTHS. 3. EDGE OF PAVEMENT MAY NEED TO BE OFFSET FROM RIGHT -OF -WAY LINE BY 6 " -12" IN ORDER TO PROVIDE FOR ADEQUATE SPACE TO MATCH BACK TO EXISTING GRADES ALONG RIGHT -OF -WAY LINE. CONTRACTOR SHALL COORDINATE WITH ENGINEER AND CITY INSPECTOR AFTER THE GRADES HAVE BEEN STAKED BY A SURVEYOR. ALLEY SECTION B -B N.T.S. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 6' 2.5" 4„ TWO #3 BARS ID 8" MIN. 6" 10" MAX. P. 2" CLEARANCE (TYP.) 9' 0 0. o o. o • o. .. o . o. 3:1 SAND & CEMENT GROUT 1" DEPTH TWO #6 BAR PRECAST CEMENT CONCRETE WHEELSTOP N.T.S. NOTE: JOINTS MAY BE FORMED DURING INSTALLATION USING A RIGID DIVIIDER OR SAWCUT AFTER CONCRETE CURES TO MINIMUMI STRENGTH. 11/2". - 5" _ .2 -1 /2" 2 °�R 1 1" #3 BAR 10' _ 0„ 12" BETWEEN SAWCUT JOINTS 12" (TYP.) 12" --- - - - - -- -- 1 12" 1" MIN. (TYP.) # 3 BARS (TYP.) EXTRUDED CURB (TYPE 6) N.T.S. NON- SHRINK GROUT 4IN. Z O N 5 w O_ Q O ' O Z d cc cc V d W `W r Z Z qC J Q I- 0 Z U U Z O V OC U Z 0 v 0 C3 IL Q, IW a :o m N Id fit m CL 0 w m s M LL. 0 F- U d- O_ 10I,�k 1�I .tA6R M �/ Air WE c E M m c rn 0 rnQ r,"t m r-4 fV N a) m o • W c w Z c Y li.i U U J a W c 0 U � N O 10I,�k 1�I .tA6R M �/ Air WE c E ao N v Ln w X 00 0 w E c rn 0 rnQ r,"t m r-4 fV N a) �, X 'a 00 O 0 ° • ED E c o o 2, 3, a 0 M M c (6 CL W c W � Z � 'rn M1 U w O Z > W U JOB NUMBER: 14009 DRAWING NAME: 14009 -RDDT1 CloT SHEET: 9 OF iL4 8"--]: :[---! 30.. (film 6- 1101am I91W AM FASTENERS FOR SIGN TO POST SHALL BE 3/8" 18 "x18" OPENING FOR E EXPANSION JOINT 1" THICK SIGN INSTALLATION SIGN WHITE REFLECTIVE ON A GREEN REFLECTIVE 1.60" (ADJUST LOCATION BACKGROUND FOR PUBLIC STREETS AND ON A BLUE B SCREWS, OR OTHER FASTENERS ARE ACCEPTABLE. TO THE NEAREST 1( r' 100 JOINT ON EITHER SIDE) CROSSWALK SIGNS, SHALL BE 3M HIGH INTENSITY INCLUDE BLOCK NUMBERS, DIRECTION AND "St" OR PRISMATIC (HIP) SHEETING WITH THE FOLLOWING PREMOLDED D JOINT FILLER CONC. 8. ' °° (4 SIDES) RED -3932, ORANGE -3934, BLUE -3935, • CONC. SIDEWALK 2'MIN ° i ;';• fiff 7V SCAM SIGN INSTALLATION DETAIL (NON - PERFORATED) WITH HOT- DIPPED GALVANIZED 7' MIN FINISH GRADE t` g 1 I NOTE: IF SIDEWALK IS LESS THAN SIGNS SHALL BE 3M, DG3 SHEETING SERIES REQUIREMENT). BASE POST SHALL BE 2 1/4" SQUARE, 1� SIGN IN QUICK PUNCH, HOT DIPPED GALVANIZED FINISH, 36" ! 13' -3" BACKDOF WALK. 8"--]: :[---! 30.. (film 6- 1101am I91W AM FASTENERS FOR SIGN TO POST SHALL BE 3/8" NOT TO SCALE E 2" TELESPAR SIGN POST 1" THICK 2 Y4"BASE POST CONC. -• WHITE REFLECTIVE ON A GREEN REFLECTIVE 1.60" ALUMINUM DRIVE RIVETS ONLY. NO BOLTS, NUTS, BACKGROUND FOR PUBLIC STREETS AND ON A BLUE B SCREWS, OR OTHER FASTENERS ARE ACCEPTABLE. SIDEWALK E. Ittl 100 0.90" CROSSWALK SIGNS, SHALL BE 3M HIGH INTENSITY INCLUDE BLOCK NUMBERS, DIRECTION AND "St" OR PRISMATIC (HIP) SHEETING WITH THE FOLLOWING PREMOLDED D JOINT FILLER LANDSCAPING SHALL BE PLANTED AT LEAST 30' AWAY 8. ' °° (4 SIDES) RED -3932, ORANGE -3934, BLUE -3935, • CONC. 0.2" BASE VISIBILITY. SECTION A-A SHALL BE HIGH INTENSITY PRISMATIC (HIP) GRADE fiff 7V SCAM SIGN INSTALLATION DETAIL (NON - PERFORATED) WITH HOT- DIPPED GALVANIZED NOT TO SCALE A FACE OF CURB INSIDE SIDEWALK NOT TO SCALE A. ALL SIGNS SHALL MEET REQUIREMENTS OF THE MUTCD, D. FASTENERS FOR SIGN TO POST SHALL BE 3/8" LATEST EDITION. ALL STREET NAME SIGNS SHALL E ALUMINUM DRIVE RIVETS WITH NYLON BLACK SPACER. HAVE EXTRUDED BLADE EDGES. ALL LETTERS ARE MAX. FASTENERS FOR POST TO BASE SHALL BE 3/8" WHITE REFLECTIVE ON A GREEN REFLECTIVE 1.60" ALUMINUM DRIVE RIVETS ONLY. NO BOLTS, NUTS, BACKGROUND FOR PUBLIC STREETS AND ON A BLUE B SCREWS, OR OTHER FASTENERS ARE ACCEPTABLE. REFLECTIVE BACKGROUND FOR ALL PRIVATE STREETS; E. ALL SIGN SHEETING, WITH THE EXCEPTION OF PUBLIC, TOP SIGN, PRIVATE BOTTOM. ALL SIGNS SHALL 0.90" CROSSWALK SIGNS, SHALL BE 3M HIGH INTENSITY INCLUDE BLOCK NUMBERS, DIRECTION AND "St" OR PRISMATIC (HIP) SHEETING WITH THE FOLLOWING "Ave ". NO BORDERS ARE ALLOWED. TREES AND D SERIES NUMBERS: W11ITE -3930, YELLOW -3931, LANDSCAPING SHALL BE PLANTED AT LEAST 30' AWAY SECTION nA RED -3932, ORANGE -3934, BLUE -3935, FROM SIGNS TO GIVE ADEQUATE ADVANCED SIGN 0.2" GREEN -3937, AND BROWN -3939. SIGN SHEETING VISIBILITY. SHALL BE HIGH INTENSITY PRISMATIC (HIP) GRADE B. ALL POSTS SHALL BE 2" SQUARE, QUICK PUNCH WITH 3M 1160 ANTI- GRAFFITI FILM. NO ENGINEER (NON - PERFORATED) WITH HOT- DIPPED GALVANIZED GRADE MATERIAL SIGNS ARE ALLOWED. CROSSWALK FINISH, 12' LONG (TO ACHIEVE 7' MINIMUM HEIGHT SIGNS SHALL BE 3M, DG3 SHEETING SERIES REQUIREMENT). BASE POST SHALL BE 2 1/4" SQUARE, F. FOR STREET SIGNS THE BOTTOM SIGN SHALL BE QUICK PUNCH, HOT DIPPED GALVANIZED FINISH, 36" ATTACHED TO THE POST USING A 12" LONG SQUARE LONG. BASE POST SHALL BE CONSTRUCTED WITH 8" TOP EXTRUDED BLADE SIGN BRACKET. TOP SIGN DIA. X 30" LONG WITH ONE SIDE FLAT (SO BASE SHALL BE ATTACHED TO BOTTOM USING A 12" LONG CANNOT BE ROTATED IN GROUND ONCE INSTALLED) G. EXTRUDED BLADE SIGN CROSS. NO SIGN SHALL BE INSTALLED ON LIGHT POLES. FILLED WITH CLASS 3000 CONCRETE. CONTACT CITY OF YELM FOR STREET NAMES AND C. MATERIAL MAY BE ACQUIRED AT, BUT ARE NOT LIMITED z BLOCK NUMBERS. TO ZUMAR INDUSTRIES, 12015 STEELE ST S. TACOMA, H. ANY SIGN BASE INSTALLED UNDER CONCRETE SHALL WA 98445. 1- 800 - 426 -7967, OR TRAFFIC SAFETY UTILIZE AN A" (HEAVY DUTY ANCHOR) BASE SUPPLY CO. 2324 S.E. UMATILLA ST. PORTLAND, OR � 7 G SLEEVE OF 7 GAUGE SOLID WALL, 2 HOLE ANCHOR 97202. 1- 800 - 547 -8518. PACIFIC COAST PRECAST, FOR THE TELESPAR POSTS. 4928 SHINCKE RD. NE OLY, WA 98506, 360 - 352 -0142. FOR INSTALLATION AT RETAINING WALLS, GROUT POST BASES DIRECTLY INTO MASONRY UNIT PER MAUNFACTURER'S SPECIFICATIONS AND SHORTEN SIGN POST AS REQUIRED. ALPINE PRODUCTS 800 - 591 -9466. SIGN INSTALLATION DETAIL N.T.S. LANDING GRADE BREAK -,, SEE CONTRACT PLANS - 4'- 0" MIN. CEMENT CONCRETE SIDEWALK SEE NOTE 5 FLARE (TY0.) i 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLANT -30.10 GRADE BREAK 10.0% Mq - n,,. CURB, OR CURB AND GUTTER SEE NOTE 4 FACE OF CURB J MEASURED PARALLEL TO CURB (TYP.) TRUNCATED DOME SPACING SEE NOTE 3 CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY BACK OF CURB SEE NOTE 2 CURB AND GUTTER A 2.0 0A MAX. CROSSWALK L_ PLAN VIEW SEC 19, TWP 17N, RGE 2E, W.M. C E MIN. MAX. N A 1.60" 2.40" D B 0.65" 5 C 0.45" 0.90" TRUNCATED DOME w a! D 0.9" 1.40" SECTION nA E 0.2" 0.2" EE STANDARD SPECIFICATIONS FOR uOLOR OF SURFACE TRUNCATED DOME DETAILS DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 2'- 0" MIN. - TYP. OF ALL APPLICATIONS I I LANDING, CUT - THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp (exclusive of flares) or the landing. 2. The Detectable Warning Surface shall be placed at the back of curb, and need not follow the radius. 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. 5. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail. 7. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp. DETECTABLE WARNING SURFACE (WSDOT DETAIL F-45.10-01) N.T.S. CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS GRADE BREAK SEE CONTRACT PLANS 4'- 0" MIN. PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) CURBRAMP GRADE BREAK MAX. DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F -45.10 DEPRESSED CURB AND GUTTER SEE NOTE 4 ISOMETRIC VIEW DETECTABLE WARNING SURFACE -• SEE STANDARD PLAN F -45.10 4'- 0" MIN. 15'- 0" MAX. GRADE BREAK SLOPE TREATMENT 3EE CONTRACT PLANS SEE NOTE 6 COUNTER SLOPE SEE STANDARD PLAN F -30.10 GRADE BREAK 5.0% MAX. 2.0% MAX. INV. 8.3% MAX. TOP OF ROADWAY e c• LANDING CURB RAMP DEPRESSED CURB AND GUTTER SECTION SEE STANDARD PLAN F -10.12 OA CURB RAMP (WSDOT DETAIL F- 40.15 -02� N.T.S. NOTES 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. Curb Ramp location shall be placed within the width of the associated crosswalk or as shown in the Contract Plans. 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances in front of the Curb Ramp or on any part of the Curb Ramp or Landing. 4. See the Contract Plans for the curb design Specified. See Standard Plan F -10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. 5. See Standard Plan F -30.10 for Cement Concrete Sidewalk details. See Contract Plans for width and placement of sidewalk. 6. The Curb Ramp maximum running slope shall not require the ramp length to exceed 15 -feet to avoid chasing the slope indefinitely when connecting to steep grades. When applying the 15 -foot maximum length, the running slope of the Curb Ramp shall as flat as feasible. 7. Curb Ramp, Landing, and Flares shall receive broom finish. See Standard Specifications 8 -14. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" CONCRETE CURB & GUTTER 4' GRATE WITH FRAME TO BE INSTALLED FLUSH WITH SIDEWALK II I 4" A ° TREE GRATES SHALL BE FSI INDUSTRIES MODEL TSB 44 2" VOID BETWEEN GRATE AND TOP SOIL FRAME WITH ANCHOR PER MANUFACTURER'S GUIDELINES -SIDEWALK e S ROOT BARRIER 2' DEEP ON ALL SIDES TOP SOIL BACKFILL ALL ROPE, .,TWINE AND OTHER TIES AND �- ALL OTHER MATERIAL SHALL BE REMOVED PRIOR TO PLANTING. _ COMPACTED MOUND\\ OF TOP SOIL BACKFILL TREE WELL AND GRATE DETAIL N.T.S. ACCESSIBLE PARKING SIGN R7 -801 WITH R7 -801A (VAIN ACCESSIBLE) /I WHEEL STOP (TYP.) INTERNATIONAL A SYMBOL BUILDING f 8' _T _ 8' �1 (MIN) (MIN.) GENERAL NOTES: 1. EACH ACCESSIBVE PARKING STALL SHALL BE A MINIMUM OF 8' WIDE AND HAVE A MINIMUM 8' WIDE ACCESS AISLE FOR VANS OR 5' WIDE ACCESS AISLE FOR CARS ADJACENT TO THE PARKING SPACE. ° 2. THE ACCESS AISLE SHALL BE DESIGNATED WITH 4" WIDE WHITE LINES PAINTED 45' DIAGONALLY AT 2' O.C. PAR= 3. ALL ACCESSIBLE STALLS SHALL HAVE WHEEL STOPS. 4. SURFACE SLOPE WITHIN ACCESSIBLE STALLS AND ACCESS AISLES SHALL NOT EXCEED 2% SLOPE IN ANY E)IRECTION. 5. INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN (ICC /ANSI 703.6.3.1 & A117.1 -2009) MUST ° BE MOUNTED ONJ A PERMANENT POST. BOTTOM OF LOWEST SIGN SHALL BE A MINIMUM OF I►N 5' ABOVE THE CDROUND SURFACE OF THE PARKING STALL. THE POST MUST BE ALIGNED V WITH THE CENTE -R OF THE ACCESSIBLE PARKING STALL AND LOCATED NO MORE THAN 5' FROM THE FRONIT OF THE PARKING STALL. 6. POST SHALL BE 2"x2" TUBE STEEL, HOT DIP GALVANIZED, RUST FREE, PRIME COATED, AND SET IN 12 "x12" CONCRETE FOOTING. WELD 3/16" ANGLED CLOSURE PLATE TO TOP OF POST. GRIND WE -LDS SMOOTH, FLUSH TO POST. 7. SEE WSDOT STAINDARD PLAN N- 17.10 -02 FOR ADDITIONAL REFERENCE. ACCESSIBLE PARKING STALL DETAIL N.T.S. z 0 N 5 w a! Q 0 0 z � � 3 W J V d 0 J W � U co � W ice V � � o F Z W C � ■ N CID L R U M d a o W U 4 W ' � o o � d m Q Vi \ g H O_ U 0 Z \ m m i° m o w z 0 U J LAJ Cr LLJ C3 0 N 0 1t` 11.,01 NER M 97401 Ip� � c a� O O u E (1) � n 00 w X 0 co rn a) N N N � •�, a OO� OX'S m E 3 c _� a o 0 0 M M 3 c Ca a v z _ t4 J W c .L W v z INN w CU c C rn C LU OUJ U JOB NUMBE : 14009 DRAWING NAME: 14009_RDDT2 0108 SHEET: 10 OF 14 S �wCR_ ca m acs I` 1 Li Yn.91NL- t Aj6 lS C:900 /1,v 0 ti c cOs 1 T� lf�C 'T'/9PPE.D 131-t) A 'TAPPtn)(,- CO, iA►A-)LC-fS 5137E C- 11101) LE. !UL "E Y) CA o X �4 � D s { ' v/V bv�; 3 TN C s i Dc; S t; L,0 E 2— N E r 0 S T (3 c I- (a C)A-) SD S h 2 0 I c6 L 7"(S X5 -F-C S U r'Z E THC 5TE P LIA.s(Z-7s L,) IL- c- f3c AD A -C Foe- A.,jY Flt ?uRr` 13�SINCSS I L4 GAA9N07 14 A I,Lf- i3 LA S H C 5 /q.v o 1 I. S fz 135 o'UEiZ, -rbP o � 5 IrC' T H C- rA N I P5 NEEDS -ro IIAJL w Kd O T S y 5T Yn S o w rt j& Y CA Q u o V_K'_ I 00 +6 TJ4 E71 (t_ i,J 1-9 `I' i.4jTa TN C TAN Imo, <1 'I C) N S u 5 N i:; 5 o_ S t4 R" 65 ° ZN►�2 =cR� LJ I'TL-I A -cf-c- eSS /�N0 Y7)/ -) t AJ 7 L- N A rs c-C F o R, -ME T�q jj t( . JDO W WAOL w,9-jr-F "FL,olA_D CALc.S'.I W Y / J CC D I, E. I b4G . -7 AJ E E D TL S -0a w L_;o c.q?-] o_Q © I 94 ACCORDING TO UTILITY LOCATES, THERE ARE TWO � I WATER MAINS ALONG SOLBERG ST. CONTRACTOR SHALL POTHOLE BOTH WATER MAINS AT THE PROPOSED TAP LOCATION (SEE CONSTRUCTION NOTE #1) AND CONTACT THE CITY INSPECTOR AND ENGINEER TO DETERMINE WHICH WATER MAIN TO CONNECT TO. I I VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 HYDRAINT 9 SEC 19, TWP 17N, RGE 2E, W.M. EX. SIDEWALK l - 43. 4 v N49'30'12 "W 100.00' RIGHT —OF —WAY LINE ' d f � ` FH • -, -- - -- - - -- r, d,iLl------ – — — — — — —� po v 4 F R� I PROPOSED PHYSICAL.` , l r� I THERAPY OFFICE f j 13 frd ' I FF= *347.4 I" e 6 L 4, t D 3 / z .d Q 0 Li � ZZ Q� I------- - - - --I - - - - -- IC 12 q- O RD RD RD RD RD co 3 i 0 0 � d. . I I' a v. co v r CIA 4 a, 0 3 ` 11 v o d I 1 31 0 d G 4 Q ad v a ,i i cr v 3 CL d a , � I I i a i i } h kk SCALE: 1"=10 FEET 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS USGS —PTS -6 & 1252 • 346 344 342 MN SS i 3 I i � I ' Nli 7 i i d ass .0000a..... ss °s .°° °°°°°°s° ° °.° S49'30'08 °E 100.00' SS ° ° °° — — � _ v.__ - � ss .-- _ _ SS - sS _ W W f'--G _ W G G--- -" S— S j �_ S 00.9 -k+ -- - _ - °o W .._ T -- --_,� m EXIS "ING cal 4 w w w _. +I— ---- w w w w —_ ua — -- — — — — — — - L - - — oI — — — r oI II I 8 ' �I - 3 .�1 �.` ";:.�.. i .. -.�: �'.�' .a . --.?r �� .:. �..: �� i - � - t I' � � ✓'�.�., i r J \ ,. f y. fit* t l('.:, �.. .r` y ALLEY & SOLBERG ST. SW i '1 ". r,1 . ...(.'D� . y �,��: � J� ;..Y I4 i E -��t `. , '' < ?: t...! ,. ,k i .. . �"` ��'` Y l:�i�'�`. .4.Lr1 i , ' '. .€ ii ...._ .' lt.,. , �t �i "�5 ,.:.- . ; , -1I " r . � �.r,<�.-' ) � !� . .��. lr t. ,. � •✓'�> 1 4t .',• 1 C, a'� i !,_y lL.. ..�«' . .,;f . ,�i - -1, 4 I,_- 5."\�7� ,�''! + � ��`.,.{ k t �"° . � � � � 7 . ., �it ,` . . �>Ji :. r J'. • .��r "`\..i( �,-+�: h. " a,,.4 . .:: s,— 0 f t. e ELEV.= 345.54_ OINSTALL co ui MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION +° i 3 I i � I ' Nli 7 i i d ass .0000a..... ss °s .°° °°°°°°s° ° °.° S49'30'08 °E 100.00' SS ° ° °° — — � _ v.__ - � ss .-- _ _ SS - sS _ W W f'--G _ W G G--- -" S— S j �_ S 00.9 -k+ -- - _ - °o W .._ T -- --_,� m EXIS "ING cal 4 w w w _. +I— ---- w w w w —_ ua — -- — — — — — — - L - - — oI — — — r oI II I 8 ' �I - 3 0 +80 1+00 HORIZONTAL SCALE: 1 " =10 FEET VERTICAL SCALE: 1"=2.00 FEET 2 +00 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" • 346 CONSTRUCTION NOTES OSTA. ±1 +14.5 OR ±1 +18.6, 2.50' RT. (SEE NOTE THIS SHEET REGARDING TIE —IN LOCATION); INSTALL: STA. 1+00.00 'i= 8 +45.00 1 — 6" CUT —IN —TEE y ALLEY & SOLBERG ST. SW THRUST BLOCKING ° J R/W CENTERLINE C2.2. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, w INTERSECTION °o N ELEV.= 345.54_ OINSTALL co ui MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION +° z C9 C)j II °6� 2 +25.00, 2.50' RT.; INSTALL- �o NN2 uw 1 — 6" GATE VALVE & BLIND FLANGE (EAST SIDE OF TEE) (FOR FUTURE EXTENSION) -- i t I i STA. ±1+14.5 OR ±1+18.61 0' RT. 1 = 6" CUT —IN --TEE OINSTALL 4 "0 PVC WATER MAIN PER PLAN AND PROFILE. MAINTAIN 1 6" GATE VALVE MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION T UST BLOCKING OSTA. 2 +25.00, 0.9' LT.; INSTALL- i 1 t 0 +80 1+00 HORIZONTAL SCALE: 1 " =10 FEET VERTICAL SCALE: 1"=2.00 FEET 2 +00 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" • 346 GENERAL WATER NOTES 344 1. DEFLECTION OF THE WATER MAIN IS NOT TO EXCEED MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL EXPOSE CONNECTION POINTS, VERIFY FITTINGS, AND NOTIFY CITY OF YELM PUBLIC WORKS INSPECTOR AND AFFECTED PROPERTY OWNERS A MINIMUM OF 72 -HOURS 342 PRIOR TO ANY SHUTDOWNS. 3. CONTRACTOR SHALL INSTALL SLEEVING AS NEEDED FOR IRRIGATION LINES. COORDINATE SLEEVING SIZES AND LOCATIONS WITH LANDSCAPE CONTRACTOR. 340 z 0 CONSTRUCTION NOTES OSTA. ±1 +14.5 OR ±1 +18.6, 2.50' RT. (SEE NOTE THIS SHEET REGARDING TIE —IN LOCATION); INSTALL: 1 — 6" CUT —IN —TEE N 5 1 — 6" GATE VALVE (FLxMJ) THRUST BLOCKING CONNECT TO EXISTING 6" AC WATER MAIN PER DETAIL ON SHEET C2.2. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, w PIPE SIZE, AND DEPTH OF EXISTING MAIN AT CONNECTION POINT AND COORDINATE WITH THE CITY OF YELM PUBLIC WORKS INSPECTOR PRIOR TO CONSTRUCTION START. OINSTALL 6 "0 PVC WATER MAIN PER PLAN AND PROFILE. MAINTAIN a MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION PER DETAIL ON SHEET C1.7. OSTA. 2 +25.00, 2.50' RT.; INSTALL- 1 — 6" TEE 1 — 6" GATE VALVE & BLIND FLANGE (EAST SIDE OF TEE) (FOR FUTURE EXTENSION) 1 — 6" GATE VALVE (NORTH SIDE OF TEE) 1 — 6 "x4" REDUCER (NORTH SIDE OF GATE VALVE) 0 THRUST BLOCKING OINSTALL 4 "0 PVC WATER MAIN PER PLAN AND PROFILE. MAINTAIN MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION DETAIL ON SHEET C1.7. OSTA. 2 +25.00, 0.9' LT.; INSTALL- 1 — e CUT —IN —TEE THRUST BLOCKING CONNECT TO EX. 4" AC WATER MAIN PER DETAIL ON SHEET C2.2. z CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE SIZE, AND DEPTH OF EXISTING MAIN AT CONNECTION POINT AND COORDINATE WITH THE CITY OF YELM PUBLIC WORKS INSPECTOR PRIOR TO CONSTRUCTION START. OSTA. 2 +22.50, 5.00' LT. (FRONT OF WATER BOXES); INSTALL: 3 1.5 "0 WATER SERVICE LINE, DOMESTIC AND IRRIGATION METER BOXES (DUAL SERVICE), AND SETTERS PER PLAN AND DETAILS ON SHEET C2.2. EXTEND 1 "0 DOMESTIC SERVICE LINE TO BUILDING (COORDINATE LOCATION AT BUILDING WITH BUILDING CONTRACTOR). SEE IRRIGATION PLANS FOR 1 "0 IRRIGATION SERVICE. CITY CREW WILL INSTALL 3/4" DOMESTIC AND 5/8" IRRIGATION METERS ONCE INSTALLATION FEES HAVE BEEN PAID TO THE CITY, AND APPROVED DOUBLE CHECK VALVE ASSEMBLY (BEHIND IRRIGATION METER) AND h S REDUCE PRESSURE BACKFLOW ASSEMBLIES HAVE BEEN INSTALLED BY THE CONTRACTOR. OINSTALL 100 CITY APPROVED BACKFLOW PREVENTION DEVICE (WIL.KINS 950XLT OR APPROVED EQUAL) WITHIN 5' OF IRRIGATION METER. y RELOCATE EX. WATER METER BOX, SETTER, ETC. TO BACK OF ALLEY RIGHT —OF —WAY LINE. CONNECT SERVICE TO NEW 6 "0 PVC WATER MAIN. ORELOCATE EX. FIRE HYDRANT. INSTALL ±12 LF 6 00 D.I. PIPE FROM END OF EX. SPOOL TO NEW HYDRANT LOCATION. SEE FIRE HYDRANT DETAIL ON SHEET C2.2 FOR REFERENCE. HYDRANT FLANGE ELEVATION = ±346.9 O HYDRANT STATION & OFFSET = STA. 9 +67.98, 13.90' RT. 10 STA. 2 +12.00, ±2.5' LT.; INSTALL: � CONNECT TO EX. 4 "0 PVC STEP MAIN AND INSTALL ±53 LF 1 "0 SCHEDULE 40 PVC STEP SERVICE LINE WITH SOLVENT WELD JOINTS FROM MAIN TO STEP TANK PER DETAIL ON SHEET C2.3. PROVIDE 18" MINIMUM COVER. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND SIZE OF EXISTING STEP MAIN PRIOR TO CONNECTION. 11 INSTALL 1,500 GALLON CONCRETE STEP TANK. PUMP, AND CONTROL PANEL PER DETAILS ON SHEET C2.3. THE SYSTEM SHALL 3 BE A SIMPLEX PUMPING SYSTEM WITH A 20 GPM PUMP. COORDINATE EXACT LOCATION OF CONTROL PANEL WITH BUILDING CONTRACTOR. THE PANEL SHALL BE WITHIN SIGHT OF THE STEP TANK. A HOSE BIB IS REQUIRED WITHIN 50' OF THE STEP TANK. N STA. 9 +06.46, 109.5' RT. (CENTER OF TANK) RIM = 347.40 (MUST BE HIGHER THAN SURROUNDING GRADE) IE= 342.10 (4" IN) z THE STEP LINE AND STEP TANK WILL BE OWNED AND OPERATED �Z BY THE CITY OF YELM FROM THE TANK TO THE ALLEY 0 P RIGHT —OF —WAY LINE. 12 INSTALL 15 LF 4 00 SANITARY SEWER LATERAL FROM STEP TANK TO BUILDING. INSTALL 4 "0 CLEANOUT 2' OUT FROM BUILDING AND SET RIM TO FINISHED GRADE. MIN. S = 0.02 FT/FT. COORDINATE SERVICE LOCATION AND ELEVATION WITH BUILDING CONTRACTOR. t IL IE= ±342.40 (AT BUILDING) GENERAL WATER NOTES 344 1. DEFLECTION OF THE WATER MAIN IS NOT TO EXCEED MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL EXPOSE CONNECTION POINTS, VERIFY FITTINGS, AND NOTIFY CITY OF YELM PUBLIC WORKS INSPECTOR AND AFFECTED PROPERTY OWNERS A MINIMUM OF 72 -HOURS 342 PRIOR TO ANY SHUTDOWNS. 3. CONTRACTOR SHALL INSTALL SLEEVING AS NEEDED FOR IRRIGATION LINES. COORDINATE SLEEVING SIZES AND LOCATIONS WITH LANDSCAPE CONTRACTOR. 340 z 0 N 5 w a 0 d z { � g 3 0. cc Z H y O W � U W 3 N z �Z 0 P cc t IL z k Z W N 0 LL. cn 0 c Lu Zy 0 IL m cc � a d N lu - W W U W � 3 o IL m IL 0 U U II m I m r w m w k Z z U J Ld In U N 0 IN DER A- cT5 � 37401 t MA&L��G c m a) U E 0) 000 � rn f rn Q ,-o 3� 4 't T U X .� 0O Q a o co E n 2!, 0-0 M M 3 C to OL z � ~ J 1 oG • W m W L � z r c� w O z W U JOB NUMBER: 14009 DRAWING NAME: 14009 _U m C2mj SHEET: 11 OF 14 SEC 19, TWP 17N, RGE 2E, W.M. APPROVED METER BOX 1 16" T W z Top view operating nut 21 0 1212" �1 � RECESSED HANDLE TYPE LID - •MIDSTATES BCF -1416 BOX- •MIDSTATES BCF -14168 *OR PRE APPROVED EQUAL METER BOX T I � 14" a �--- Limits of payment Paint Hydrant Weather shield Sun Yellow High and Hydrant Lock mim. O W � LIVE TAP w o: I I COVER INLAND FOUNDRY #248 x c Grade Enamel Bonnet Q x 1p " s 3 4 VALVE BOX WITH SINGLE METER + + ii # 13312 CLASS 3000 8 3/4" "WATER" CAST IN LID SERVICE SADDLE BOX PLACEMENT 12" MAX. 1 " 2 /2 Hose connection threads HYDRANT OFFSET CONCRETE PAD OR OFCO 910 ROCKW 2025 OR ROCKWELL 313 METER BOX 2% SLOPE TO B0 PROPERTY LINE with I Steamer connection 2' TYP CONCRETE THRUST :•;••:•.p SECTION a 24 TO EDGE OF B� f -41/2" - with NST threads See valve box and BLOCK (TYP) '... RIP 1 "x 1" FORD GRIP JOINT ::..• :.�.. :••::•;.: •:''•' ti...•......•...•.:.•.•. •..•.•..,. & 5 Storz adapter " valve stem detail - .• fir:. :• FINISHED GRADE CORPORATION TYPE Foy Style S -37 w /SC cap 6 -11 of 3 FB 1101 • °': ' :': 12" „ P4 � m 18 -24 °'�' •��' 6„ •� °��'��'��''��'�a'�••.� °•:' P• V � Ground °�' °•' •:� OUTSIDE PAVED AREA J a TRACER WIRE 0 W 10" OR 18" 1" PLASTIC LINE (USE 200 PSI W 1" 20PIPE 12" P.E. PIPE 12" Standpipe i z SEAL WITH AR4000W o: r r ---6" SDR 21 PVC PIPE DR7 PHILLIPS DRISCO PIPE 5100 To suit trench „ 6 Flanged fire 2• TYP. y < y w N ,,� CONFORMING TO ASTM ``' 0 POLYETHYLENE PIPE) METER CHECK VALVE J depth 3 Minimum hydrant tee W 0 ACP 3034. RISER PIPE TO BE 1.0' Q v PLUMB AND CENTERED CSTC ski Z o TAPPING VALVE H > OVER VALVE STEM. cc Each Pi a Joint 6" FL x MJ STAINLESS STEEL J = .-. " 191/2" oc #1106 BAA Iron, ;.•.,:.,:.,:: 1/4" 2% SLOPE TO BOX 16" �� Inc. Megalu9 8 �'•:.::. '• VALVE AND SLEEVE SHALL BE GROUND ' '' ;•:: ?:•;;�i.;:::.:.:.:.t;* w :4`..:.;;::.•:;,•::::v:;:. 2 24" TO EDGE OF BOX o METER BOX -� v ° �•'. SUPPORTED AND BACKFILLED AS IL Q 0 vi UA - �' SHOWN BELOW- RIGHT. _ U GATT VALVE Ld' ° CURB ' PROPERTY LINE :.:. ':.:. :..:::•. :: FL MJ BALLAST W M VALVE STEM RISER ° ' < ° METER BOX CENTERED .- ON EXTENDED LOT LINE �.: .; :� 6" Class 52 ductile cut to length iron ''''`•• H 0.5 CONCRETE CL 3000 REQUIRED WHEN MAX. ° 12" p1 pis p p 9 0w m 0 w TEE 36" IS EXCEEDED O DUAL METER 6" gate valve, FL X MJ O INSIDE PAVED ROADWAY (LENGTH VARIES) 11L,o1 E R tit. BOX PLACEMENT 2" SLOPE TO 110), See note below Varies I 1/3 DIAMETER •', i, OF PIPE `yam 124 -T EDGE OF B X 4 "x8 "xl 6" concrete block 97401 �' 14 GAUGE INSULATED COPPER TONING WIRE WRAPPED AROUND THE 12" Hydrant shoe a� �I .. TRENCH BOTTOM NOTE: PIPE (SEE GENERAL NOTES NO. 7) a :° :'' Backfill to top of drain ring housing Plastic barrier between CONTROLLED DENSITY BACKFILL -- 2• m E_ 6 � • c 2!, Oa • 12" P :•'.�'.,d.'.•'.''•'.'•'o., w bolts with 2" washed rock as shown r_ POURED WIDTH OF TRENCH SOLID BRICK SUPPORT ALL VALVES MUST HAVE 14 GUAGE INSUL ATED J �•..,•,.. _ ' •• •P • •' •'' •' •:' z� 6' x 6' sheet of 11 mil. plastic or con - thrust block and tee W `- COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN- SIMILAR FORD 861 -444 -G, GRIP FORD VBH 72 -15W 518 "x °' „ struction fabric, covering 2 washed rock > CONCRETE THRUST BLOCK EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR zz /z JOINT BY I.P THREADS. 3/4" COPPER METER SETTER �3 �c 1" 20PIPE Notes Concrete thrust block NOTES: EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. + BRASS BUSHING 1 "X3/4" WITH CHECK VALVE AND UNION NUT AND SWIVEL FOR a 12" P.E. PIPE 12" °M� 1. Hydrants shall be located in Y cast-in-place p against fitting only 1. 11 MIL PLASTIC OR CONSTRUCTION SHEET: 12 OF 14 VALVE STEM EXTENSION LEGEND 3/4 "X12" BRASS NIPPLE CONNECTING 1" IRON PIPE OR EQUAL aO accordance with Section s.oso. In addition, a minimum three foot FABRIC SHALL BE WRAPPED AROUND Q VALVE OPERATING NUT OR 1 7 / 8" radius unobstructed workin 9 area shall PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. X 1 7/8" X 2" HIGH GRADE STEEL CRY OF YELM, WAMNGTON CITY OF YELM, WASHINGTON be provided around all hydrants. CITY OF YEL K WASHNWON CITY OF YELK WAS+• MTON WELDED TO RISER SHAFT. CITY OF YELM, WASFIINGTON 1" FORD GRIP DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS 2. Hydrants shall be Dresser M & H DEPT. OF PUBLIC WORKS 2. MJ CUT IN TEES SHALL NOT BE DEPT. OF PUBLIC WOWS e (D 3/16" Thk X 5 1/5" DIA STEEL DEPT• OF PUBLIC WORKS JOINT CORPORATION JOINT STOP TYPE FB 1101 $" SINGLE TYPICAL METER Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller PERMITTED. C 0 N N E C TI 0, N TO GUIDE PLATE WELDED TO RISER SHAFT. STANDARD Centurion FIRE HYDRANT 3. SUPPORT VALVE AND SLEEVE SERVICE SADDLE METER SERVICE PLACEMENT 3. es resilient wedge CONTINUOUSLY THROUGH INSTALLATION. EXISTING MAIN O /16" SQUARE STRUCTURAL VALVE B 0 X NOTES: NRS with ring seals. Valve shall STEELXTU 1. STAINLESS STEEL INSERTS iJ�PRON®� APPROVED be Mechanical joint by ANSI flanges. APPROVED DWCiNO APPROVED � NUT. LENGTH AS REQUIRED. Ate® REQUIRED FOR ALL PACK JOINTS Valves shall conform to AWWA 509 -80. DWCiNO AND GRIP. PUBLIC WORKS DIRECTOR DATE 6-1 PUBLIC WORKS DIRECTOR DATE 6 - 6 Valves shall be Mueller M &H, Kennedy, 6- DATE 6 -10 NOTE: 6-11 2. ALL SERVICE SADDLES SHALL AND Clow R/W or Waterous Series 500. PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR » PUBLIC WORKS DIRECTOR DATE ALL WELDS TO SHAFT SHALL BE 1/4" FITTINGS SHALL HAVE I.P. THREADS. DER DIMM CKDL DATE 14/2007 DEB. DWN. CKD DATE 4. Fire Hydrant lock payment is required DEB. OWL qKD, DATE DEB. DVM. q�, DATE FILLET WELD ALL AROUND. DEB. DWR qm, DATE ES JEG TP ES JEG TP 4/2007 city will order and install. ES JEG TP 4/2007 ES JEG TP 4/2007 ES JEG ]TP 4/2007 A- �� ■[ G ■: 64:. •' IVIEW SIDE VIEW TEE ��. ■[ TEE WITH PLUG ■1a v Ism �i v TOP I VIEW SIDE VIEW CROSS CROSS WITH PLUG SIDE VIEW GATE VALVE NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM DIAMETER. CROSS WITH PLUGS THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90' BEND 45' BEND 22 -1/2' BEND 11 -1/4' BEND DEAD END DIAMETER OR TEE 4" 3,600 2,000 11000 500 2,600 WYE 6" 8,000 X4,400 2,300 1,200 5,700 8 14,300 77,700 4,000 2,000 10,100 ;.... 10" 22,300 1:2,100 6,200 3,100 15,800 12" 32,000 1,7,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 30,800 16" 57,000 310,800 15,700 7,900 1 40,300 HORIZ. BEND NOTES: 1. BLOCKING SHALL BE CEMENT NT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARtTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASirIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARINiG AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): PLUG OR CAP EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS _ 3000 LB /S-.F. = 10.7 S.F. OF AREA CRY OF YELM, WASHIINGTON DEPT. OF PUBLJC WORKS STANDARD BLOCKING DETAIL APPROVED DWOL NO. PUBLIC WORKS DIRECTOR DATE 6-13 DER DWN. CM. DATE ES JEG TP 4/2007 3. AREAS MUST BE ADJUSTED) FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVIICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS q FEET SOIL POUNDS PER CITY OF YELM, WASHINGTON SQUARE FIDOT DEPT. OF PUBLIC WORKS MUCK, PEAT 0 SOFT CLAY 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 31000 SAND & GRAVEL 4,000 APPROVED DWG. NO. CEMENTED WITH 6 -14 CLAY PUBLIC WORKS DIRECTOR DATE HARD SHALE 10,000 DES. DWN. CKD. DATE ES I JEG I TP 4/2007 RESTORATION DEPTH VARIES. TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MATERIAL SEE NOTE 4 .N� TRACE TAPE 12" TO 18" UNDER THE FINAL GRADE. TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) 6" MIN. 6" MIN. UNDISTURBED SOIL 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 ESSEN71ALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJEC71ONABLE 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 BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTATIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WAMNGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APIWANED DMKi N0. PUBLIC WORKS DIRECTOR DATE 6-15 DEB. DWN cm I DATE ES JEG TP 4/2007 P 0 C 81 PJ W01 M4 EG 0 rel L'J iPROPLE 3' MR6 GRAVEL BASE MATERIAL LIST: 12" THICK 1. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE S. CHECK VALVE (D.S.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" TO BUILDING OR IRRIGATION SYSTEM aTY OF YELM, WASIFiNGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSE =MBLY FOR 2" OR SMALLER APPROVED DWCL NO. PUBLIC WORKS DIRECTOR DATE 6-17 DER DWRL CKD DATE KR JEG TP 4/2007 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)8. Polyvinyl Chloride (PVC) Pipe (4 through 12 inches): Shall meet the requirements of AWWA C900, Class 150 wall thickness equal to or greater than the SDR of 18, and meet the requirements of WSDOT Standard Specifications Section 9- 30.1(5)A. Polyvinyl Chloride (PVC) Pipe (14 through 20 inches): Shall meet the requirements of AWWA C905 wall thickness equal to or less than the SDR of 18. Ductile Iron Pipe (DIP): DIP shall conform to AWWA C151 Class 50 or greater, and shall be 1/16 -inch cement lined and sealed in accordance with ANSI /AWWA C104/A21.4 -90, and meet the requirements of WSDOT Standard Specifications Section 9- 30.2.(1). Six -inch fire hydrant spools shall be Class 52. 4. Gate valves shall be resilient sillent wedge, NRS (Non Rising Stem) with 0 -rings seals. Valve ends shall be mechanical joint or ANSI flanges. Valves shall conform to AWWA 509 -80. Valves shall be Mueller, M & H, Kennedy, Clow R/W or Waterous Series 500. Existing valves to be operated by City employees only. 5. Hydrants shall be M & H Reliant Style 929 or 129, Mueller Centurion, or Clow Medallion. Hydrants shall be bagged until system is approved. 6. All lines shall be chlorinated and tested in conformance with the above referenced specification (Note 1). 7. All pipe and services shall be installed with continuous tracer tape installed 12" to 18" under the final ground surface. The marker shall be plastic non - biodegradable, metal core or backing marked water 2- inch -wide minimum, which can be detected by a standard metal detector. Tape shall be Terra Tape "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 connection. If an existing valve fails to pass the test, the contractor shall make the necessary provisions to test the new line prior to connection to the existing system 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 City prior to acceptance of the water system and provision of sanitary sewer service. 15. A copy of these approved plans and applicable city developer specifications and details shall be onsite during construction. 16. 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. z O ■ u i� EG 0 rel L'J iPROPLE 3' MR6 GRAVEL BASE MATERIAL LIST: 12" THICK 1. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE S. CHECK VALVE (D.S.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" TO BUILDING OR IRRIGATION SYSTEM aTY OF YELM, WASIFiNGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSE =MBLY FOR 2" OR SMALLER APPROVED DWCL NO. PUBLIC WORKS DIRECTOR DATE 6-17 DER DWRL CKD DATE KR JEG TP 4/2007 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)8. Polyvinyl Chloride (PVC) Pipe (4 through 12 inches): Shall meet the requirements of AWWA C900, Class 150 wall thickness equal to or greater than the SDR of 18, and meet the requirements of WSDOT Standard Specifications Section 9- 30.1(5)A. Polyvinyl Chloride (PVC) Pipe (14 through 20 inches): Shall meet the requirements of AWWA C905 wall thickness equal to or less than the SDR of 18. Ductile Iron Pipe (DIP): DIP shall conform to AWWA C151 Class 50 or greater, and shall be 1/16 -inch cement lined and sealed in accordance with ANSI /AWWA C104/A21.4 -90, and meet the requirements of WSDOT Standard Specifications Section 9- 30.2.(1). Six -inch fire hydrant spools shall be Class 52. 4. Gate valves shall be resilient sillent wedge, NRS (Non Rising Stem) with 0 -rings seals. Valve ends shall be mechanical joint or ANSI flanges. Valves shall conform to AWWA 509 -80. Valves shall be Mueller, M & H, Kennedy, Clow R/W or Waterous Series 500. Existing valves to be operated by City employees only. 5. Hydrants shall be M & H Reliant Style 929 or 129, Mueller Centurion, or Clow Medallion. Hydrants shall be bagged until system is approved. 6. All lines shall be chlorinated and tested in conformance with the above referenced specification (Note 1). 7. All pipe and services shall be installed with continuous tracer tape installed 12" to 18" under the final ground surface. The marker shall be plastic non - biodegradable, metal core or backing marked water 2- inch -wide minimum, which can be detected by a standard metal detector. Tape shall be Terra Tape "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 connection. If an existing valve fails to pass the test, the contractor shall make the necessary provisions to test the new line prior to connection to the existing system 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 City prior to acceptance of the water system and provision of sanitary sewer service. 15. A copy of these approved plans and applicable city developer specifications and details shall be onsite during construction. 16. 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. z O II I N s w o: i Q Z d lu J V � N c J a 0 W 0 W O Z ZO 0 0 Z o 4 H cc U) o J oc LU N LU o O 0: v Ic IL Q Q d vi UA F U 4 3 Ld' o � m � H M } m 0w m 0 w z O U J O U N O 11L,o1 E R tit. �N `yam 97401 1p��G a� 00 v o V E N Ln w X 00 °� L MQ �� ID �: �t t N �, N N y > X 'Q 0 o c9 a m E_ 6 � • c 2!, Oa O M M $ r_ L7 � _ z H J W c W `- z DOE � CD °' c 'rn a w 0 z LU > U JOB NUMBE,: 14009 DRAWING NA " E: 14009-WT QT C21111 SHEET: 12 OF 14 SPLICE TO EXISTING 14 GAUGE TONING WIRE SERVICE BOX - CARSON INDUSTRIES MODEL NO. 1419B WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ "SEWER" (USE IN NON - TRAFFIC AREAS) 14 GA. OF HEAVY INSULATED COPPER TONING WIRE ALL TONING WIRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M CONNECT TO j EXISTING PVC SERVICE LINE 1" KBI BALL VALVE, SL x SL - 1" CHECK VALVE INSTALLATION NOTES, LALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY. 2.GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES. 3.BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 1" SCHEDULE / 40 PVC SWPJ PVC SWING CHECK VALVE SL x SL / 1" KBI BALL VALVE, SL x SLJ 1" PVC NIPPLE, SL x SL- 1" x MAIN DIA. PVC REDUCING TEE SL x SL x TH OR PIPE SADDLE - CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 1" SERVICE CONNECTION APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 7-1 DES. I OWN. I CKD. DATE JY JEG TP 4/2007 RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TAI ! 8 l FINISH GRADE or— PIPE O.D. W RESTC)RATION TABLE 1 SURFACE THICKKNESS BACKFlLL/ COMMENTS/ TYPE COMPACTION REQMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHHED SURFACE SELECT BACKFlLL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT WITH EXISTING A.C. PAVEMENT 3" MIN. GRADE B A.C. FINISH ROADWAY TO PAVING OVER 4" CRUSHED SELECT BACKFlLL CONFORM TO ALL EXISTING OVER GRAVEL BASE SURFACE Top COURSE COMPACT TO 95% GRADES AND CURBS SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFlLL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE, AND GRADE. HYDROSEEID/ PLANTINGS FINISH GRADE SHALL BE LAWN /LANDSCAPE OVER 4' MIN. TYPE A NATIVE BACKFlLL SMOOTH & CONSISTANT TOIP SOIL COMPACT TO 85% WITH EXISTING GRADE NATIVE BACKFlLL MOUND BACKFlLL UNIMPROVED SUFACE N /A 2" ABOVE EXISTING COMPACT TO 8576 GRADE k SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC - CRUSHED SURFACE TOP (COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APPROVED DWG. NO. CITY ENGINEER DATE 7 -3 DES. I OWN. I CKD. DATE JY JEG TP 4/2007 SEC 19, TWP 17N, RGE 2E, W.M. *PUMP CONTROL PANEL - a 0 in CONDUIT - TO STEP TANK TO STEP TANK GARAGE CONTRACTOR TO WALL SHIM, ETC. TO 150 FEET ACCOUNT FOR 250 FEET DIFFERENT TYPES 350 FEET OF SIDING — 3/4" PVC BACKFILL SEE CONDUIT FORM BOTH CONDUITS RESTORATION AS SHOWN FOR BOTH 3/4" LB r ELECTRICAL Li •• TO ELECTRICAL c UNDER HOUSE POSSIBLE AS ° 7) VALVE ASSEMBLY SEWER LINE U-a cr Y H PIPE BEDDING FOR O 3 ��_�FLEXIBLE PIPE PIPE O.D. FINISHED GRADE WATER TIGHT LID or— PIPE O.D. W RESTC)RATION TABLE 1 SURFACE THICKKNESS BACKFlLL/ COMMENTS/ TYPE COMPACTION REQMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHHED SURFACE SELECT BACKFlLL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT WITH EXISTING A.C. PAVEMENT 3" MIN. GRADE B A.C. FINISH ROADWAY TO PAVING OVER 4" CRUSHED SELECT BACKFlLL CONFORM TO ALL EXISTING OVER GRAVEL BASE SURFACE Top COURSE COMPACT TO 95% GRADES AND CURBS SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFlLL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE, AND GRADE. HYDROSEEID/ PLANTINGS FINISH GRADE SHALL BE LAWN /LANDSCAPE OVER 4' MIN. TYPE A NATIVE BACKFlLL SMOOTH & CONSISTANT TOIP SOIL COMPACT TO 85% WITH EXISTING GRADE NATIVE BACKFlLL MOUND BACKFlLL UNIMPROVED SUFACE N /A 2" ABOVE EXISTING COMPACT TO 8576 GRADE k SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC - CRUSHED SURFACE TOP (COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APPROVED DWG. NO. CITY ENGINEER DATE 7 -3 DES. I OWN. I CKD. DATE JY JEG TP 4/2007 SEC 19, TWP 17N, RGE 2E, W.M. *PUMP CONTROL PANEL - a 0 in CONDUIT - TO STEP TANK TO STEP TANK GARAGE CONTRACTOR TO WALL SHIM, ETC. TO 150 FEET ACCOUNT FOR 250 FEET DIFFERENT TYPES 350 FEET OF SIDING — 3/4" PVC (CONTRACTOR TO CONDUIT FORM BOTH CONDUITS AS SHOWN FOR BOTH 3/4" LB CONDUITS) ELECTRICAL Li LINE FROM TO ELECTRICAL c UNDER HOUSE PANEL J_ FOOTING /STEM WALL *LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. E WALL CONTROL * STAINLESS STEEL TWO HOLE STRAPS AS REQUIRED TO SECURE CONDUIT TO WALL EXISTING GROUND I\� INK, TO STEP TANK 12" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE APPROVED DWG. NO. 7 PUBLIC WORKS DIRECTOR DATE / - 5 DES. I OWN. I CKD. DATE JY JEG TP 4/2007 TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET #8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). N TO SILENCE ALARM • PUSH LIGHT. M FOR SERVICE CALL 380- 458 -8411 CITY OF YELM 5" CENTERED ON PANEL FROM POWER SOURCE NOTE: PANELL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 18PT. LETTERING \- PADLOCK WITH COMMOlN KEY FURNISHED BY THE Clln OF YELM .--- -ALARM LIGHT AND SILENCE BUTTON 1 "C, 8 - #12 TO STEP TANK - SIMPLEX 11 /2"C, 13 - #12 TO STEP TANK - DUPLEX 11/2 7C, 17 - #12 TO STEP TANK - TRIPLEX CITY OF YILLM DEPT. OF PUBLIC WORKS TYPICAL FRUMP CONTROL PANEL APPROVED DWG. NO. PUBLIC WORK DIRECTOR DATE 7-6 DES. DWN. CKD. DATE JY JEG TIP 4/2007 x U z 0 Lu z 0 v;0 0 Q3Q F m"v N w ° X mw< 0 om °w air ?0c' avacr cr ~ } O W 0 F a a 3v w Ow UJ rn W= e z 100 NQ0 Y z F a J !n Q 0 a J Z F itz �a w U U Az Y �f° 3w�z �� w as �'w o "t0 U z a..w 0 a rn z ::I N w I r \ a 0 l ° O CU LL z m w N N a°°� z< 18" MIN RISER HEIGHT TYPICAL WITH z o� U w L Li Up °0 za ° 7) VALVE ASSEMBLY U U-a w ON U-_ a 0 z¢ ao ow U w U z za- d r- z (n ° af z :2� J 0 a LdU Q U IL U 1* I �I Om W o APARATUS FOR PRESSURE TESTING SERVICE WITH STAINLESS STEEL z N �a- ALL STEP TANKS SIHALL BE H -20 LOAD RATED TANKS. 18" MIN RISER HEIGHT TYPICAL WITH z L Li Up ° ° 7) VALVE ASSEMBLY U cr Y H ° O 3 Ld FINISHED GRADE WATER TIGHT LID O ELECTRICAL SPUCE BOX WITH CORD GRIPS UD ALL CONNECTIONS SHALL BE WRAPPED WITH 21 "0 MIN.PVC RISER I a m o HEAT SHRINK BUTT CONNECTORS. DIA. RIBBED PVC WITH WATER TIGHT PUMP VAULT RISER a a USE 1" UNION TO CONNECT TESTING FIBERGLASS LID APARATUS FOR PRESSURE TESTING SERVICE WITH STAINLESS STEEL N AND NEOPRENE GASKET ALL STEP TANKS SIHALL BE H -20 LOAD RATED TANKS. 18" MIN RISER HEIGHT TYPICAL WITH THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. ALL NON - TRAFFIC BEARING TANKS 1" DIA .PVC HOSE AND w o: VALVE ASSEMBLY LEAVE SUFFICIENT ORIENT BALL VALVE a WIRE TO ALLOW FOR PUMP REMOVAL AS SHOWN. BALL VALVE SHALL BE WITH 12' BELOW FINISHED GRADE WATER TIGHT LID ELECTRICAL SPUCE BOX WITH CORD GRIPS UD ALL CONNECTIONS SHALL BE WRAPPED WITH 21 "0 MIN.PVC RISER I HEAT SHRINK BUTT CONNECTORS. DIA. RIBBED PVC WITH WATER TIGHT PUMP VAULT RISER 21 OR 24" PVC SLOPE GROUND AWAY FROM RISER RRISIS ER WITH NEOPRENE RISER W /LID GROMMETS LID z //--14 GAUGE TONING I 14 GAUGE 10" FROM TOP OF RISER TO rL 14 GAUGE TONING 00 / WIRE TO SERVICE FINISHED GRADE z INSULATED OF ELECTRICAL CONDUIT WIRE TO SS CO iv • l BOX TONING WARE 1 INSTALL IN 3/4" EY CONDUIT SEAL TONING WARE - INSTALL Z IN RISER J _T • 30 "0 RISER � FIBERGLASS LID RISER � � ELECTRICAL CONDUIT T I o - L - STAINLESS STEEL POWER SOURCE EFFLUENT DISCHARGE V -1 I I 2 PART USE ORCNO BOLTS AND NEOPRENE GASKET I TANK TO RISER STANDARD INLET TEE 4 "0 2 -PART EPDXY, USE N z ORENCO RISER TANK • I ADAPTER FOR o CONCRETE TANKS 5' MIN (TYP. 1 "±1 /4" ALL LIDS 2' MIN ORIFICE ADAPTOR FOR CONCRETE LIQUID a "010RFICE NATIVE OR SELECT FINISH GRADE TYP. SLOPE NA 0 NATIVE ALARM TANKS LEVEL 3.5' ON 4 PUMP ASSEMBLY, SEE I DWG. N0. 7 -9 ` ` ` I ALARM HIGH LEVEL 1 3 / " BACKFlLL AS � - _ ;1; {• DIRECTED BY y> ' " �-- ENGINEER. `, 'r GRADE �-, (TYP, ) OFF 1" PVC FLOAT PO ° I 3Z ON 3 / " 2 �v '' • z 6" m - NATIVE z 14 GAUGE COPPER PVC RISER, REDUNDANT ASSEMBLY AS SET ° o OFF i MIN. +�. GRADE TONING WIRE, 2' -0" OFF BY CITY OF YELM V -2 I 3 /2" i ORENCO SYSTEMS, O BAFFLE I REDUNDANT OFF • * v ;� ;• Y, wo 0 TAIL ABOVE GROUND INC., OR EQUAL 4"0-/`1 1 -1/4" DIA. INLET "0 (NOTE 1) 'n C-4 o a HOLES AROUND N 1 0 0 0 - Z ORIFICE PERIMETER OF VAULT L- _ J 0 m 4" DIA. PVC FLOW W . m z ORENCO TANK TO N INDUCER PVC BIOTUBE AFFLE} 2/3 VOLUME 1 3 VOLUME 6" MIN BEDDING }' ,f i S, , v , rr •,- ^� �'� � 't::.` -�•`: v ''= `''= RISER ADAPTOR (FOR USE WITH NON- TRAFFIC BEARING TANKS) VARIES � D SUBMERSIBLE EFFLUENT W U BEDDING MATERIAL FOR ORENCO TURBINE 10 GPM P.10 0511 OSI PUMP WITH Z O' RIGID PIPE SHALL BE SAND NOTE: THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 S.O. POWER CABLE AND INSTALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET THE 1/8" BY -PASS ORIFICE NTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD 1500 GAL 3000 GAL 450 GAL D -1 2 60" 72" 7; " 2 D -2 2 43" 55" S.g" 6" MIN. BE DDING c/ RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. TYPICAL STEP INSTALLATION. D -3 2 50" 62" 6:2" NOTE: N ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. V -1 400 GAL 600 GAL v -2 1100 GAL 2400 GAL INSTALL TANKS AS PER DETAIL O OR MANUFACTURER'S RECOMMENDATION THIS POLICY SHALL TAKE EFFECT ON MAY 31 2007. NOTES: O � WHICHEVER IS MORE STRINGENT. 1. DELETE BAFFLE FOR A 3000 GALLON IrANK UTILIZED a CITY OF YELM AS A TRIPLEX PUMP VAULT. CITY OF YELM CITY OF YELM CITY OF YIELM CITY OF YELM DEPT. OF PUBLIC WORKS 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS TYPICAL SIMPLEX STEP DIMENSIONS SHOWN. TRIPLEX PUMP REQUIRES TNVO 1500, 3000, 4500 GALLON FLOAT SETTING VAULT CONCRETE TANK TYPICAL 3. THE VAULT VAULTS DIMENSIONS FORA TANK INSTALLATION AND TWO COMPLETE RISERS. ONE VAUILT CONTAINS STEP TANK /PUMP TANK d Q BEDDING RISER d- FLOATS AND ONE PUMP. THE SECOND VAULT SIMPLEX PUMP VAULT U U I ~ O\ I Z P CONTAINS TWO PUMPS. h m } m APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE 7-9 THREE RISERS AND LIDS. 7 -11 7 -13 7 -18 PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE DES. OWN. CKD. DATE DES. OWN. CKD. DATE DES. OWN. CK.D. DATE DES. OWN. CKD. DATE JY JEG TP 4/2007 I I I JY JEG TP 4/2007 I I JY JEG TP 4/2007 JY JEG TIP 4/2007 JY JEG TP 4/2007 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" z 0 N S w o: a O z V coW la b 0 W � U J W z � D W U Z O' W,w V o c/ LL. uj N O � U _ a d w Z Li o qc W NLu U 4 o 0 C m d Q d- ui U U I ~ O\ I Z P � � h m } m Ld m D w Z � U J Fn w l 0 0 0 U N a �y 57401 ANAL C N 00 N p U P w ° w X 00 O w E �o c co m >Q> r-, c1 p, > t N Lri Lri ? a x0 ,a o o o E • CO 00 3 c 0-O M M � a v Z 1 c J 16 9 LU c_ W L a� Z � 'rn � �'? w Z O W u JOB NUMBER: 14009 DRAWING NAME: 14009_S §DT1 C2m3 SHEET: 13 OF 14 SEC 19, TWP 17N, RGE 2E, W.M. GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) 1. All workmanship and materials 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 (WSDOT /APWA). 2. All approvals and permits required by the City of Yelm shall be obtained by the contractor prior to the start of construction. 3. If construction is to take place in the County Right -of -Way, the contractor shall notify the County and obtain all the required approvals and permits. 4. A preconstruction meeting shall be held with the City of Yelm prior to the start of construction. 5. The City of Yelm shall be notified a minimum of 48 hours in advance of a tap connection to an existing main. A City representative shall be present at the time of the tap. 6. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verify all utility locations prior to construction by calling the Underground Locate Line at 1- 800 - 424 -5555 a minimum of 48 hours prior to any excavation. 7. Side sewer services shall be PVC, ASTM D 3034 SDR 35 with flexible gasketed or solvent weld joints. 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 non - biodegradable, metal core or backing marked sewer which can be detected by a standard metal detector. In addition, STEP systems, and force mains shall be installed with 14 gauge direct -bury rated copper wire wrapped around all plastic pipe, brought up and tied off at valve body. Tape shall be Terra Tape "D" or approved equal. The tape and wire shall be furnished by the contractor. 9. All buried power for STEP systems shall be installed with continuous tracer tape installed 12? above the buried power. The marker shall be plastic non - biodegradable, metal core backing marked "power ". Tape shall be furnished by contractor. 10. Bedding of the sewer main and compaction of the backfill material shall be required in accordance with the above mentioned specification (See note 1). 11. Temporary street patching shall be allowed for as approved by the City engineer. Temporary street patching shall be provided by placement and compaction of 2 inch minimum asphalt concrete cold mix. Contractor shall be responsible for maintenance as required. 12. Erosion control measures shall be taken by the contractor during construction to prevent infiltration of existing and proposed storm drainage facilities and roadways. 13. Provide traffic control plan(s) in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) as required. 14. It shall be the responsibility of the contractor to have a copy of these approved plans on construction site at all times. 15. Any changes to the design shall first be reviewed and approved by the City of Yelm. 16. All STEP mains shall be hydrostatically tested in conformance with the above - referenced specification for testing water mains. (See note 1.) In addition, all STEP mains shall be pigged /cleaned in the presence of the City Inspector prior to placing STEP main in service. 17. Prior to backfill all mains and appurtenances shall be inspected and approved by the City of Yelm. Approval shall not relieve the contractor for correction of any deficiencies and /or failures as determined by subsequent testing and inspections. It shall be the contractor's responsibility to notify the City of Yelm for the required inspections. 18. Pump control panels shall be located on garage wall or remote post, unless otherwise authorized by the City of Yelm. 19. In the event that the Department of Labor and Industries or the City should require a separate "on -off" switch controlling power to the pump control panel, said switch must be lockable or have a locking cover to hold an Olympus type BP125, 30mm padlock. 20. Inspections for onsite STEP installations are required. A 24 hour notice to the sewer department is required prior to the inspection. Items needing inspection are: a) Tank installation, ie; bedding and location b) Tank infiltration, exfiltration test c) S.S. pressure test d) Service line pressure test e) Final Inspection 21. All lumber (plywood, etc.) used to mount either pump control panel or power meter must be pressure treated. Sewer Specifications Addendum 1. All STEP Tanks installed larger than 3000 gallons shall be fiberglass tanks mfg. by either Containment Solutions Inc. or Xerxes Inc. 2. All fiberglass STEP Tanks Shall be installed by qualified installers, following the mfg. directions and shall be secured with Tie -Down straps 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 utilize 2" piping for the Service Line. 11. The maximum depth of bury for all STEP Tanks shall be 60" as measured from finished grade to the invert elevation of the inlet pipe to the tank. ALL STEP TANKS SHALL BE H -20 RATED TANKS. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" Z 0 V) 5 W a! Q 0 d z p Q 3 9 Ic W J V IL 7- 0 0 J U lu I Z F 0 v � � o W 3 Z W G v ca o LL. Cn >i! 09 � IL a M y Z o N lu I o o � IL °d m Vi U O\ ~ U Z \ j. M m r M m M LLJ w Z 0 w Fn Q LLI C3 a W 0 U 0 N 1 Dk 111,OI NER Ar 57401 101, E C cu 00 W U E L w X ao o E co M o ro 'Da 0' v N N N '•' (6. Ln ui N ?� a o o^ " 0 E 3 0 0 10 ID 3 a 0 M M 3 Z � c J LU W cu Z c �I w Z; YJ U JOB NUMBER: 14009 DRAWING N ME: 14_SS 009 T2 C2m4 SHEET' 14 orb 14 , a s _ L ' X. VIA / O \ />1 e� \ O, 0�\� G- Variegated Japanese Sedge 9- Kinnikinnick —5- David's Viburnum F 10- Variegated Japanese Sedge :o Luyken Laurel �3- Weeping Alaska Cedar x + + O 3- Crimson Pigmy Barberry y 15- Emerald Green Arborvitae t efu5e /Fence, see Civil Plan 7- David's Viburnum 14- IMacJic Carpet 5pirea PLANTING PLAN SCALE: I " = 10' -0" LANDSCAPE NOTES: I . Contractor 15 responsible for following all local codes and ordinances. 2.Refer to details for additional information. 3.Chemically kill and remove from site all existing weeds and vegetation not shown to remain on plans. 4.Di5tribute G" depth imported topsoil mix in all shrub bed areas. Topsoil mix shall be composed of 2/3 sandy loam and 1/3 fine compost. Structural fill areas: Any landscape areas occurring within structural fill zones shall have said structural fill materials excavated to a depth of 12" below finish grades in shrub areas and G" below grade in lawn areas, and replaced with specified topsoil mix. Dispose of excavated material off site. 5.Fine grade all landscape beds prior to planting operations. G.AII plants shall conform to the latest edition of the American Standard for Nursery Stock. 7. All trees within 5ft of any paved area shall receive 18" depth root barrier for a total length of 7' beyond trunk (14' total on each applicable side). B.Backfill mix for plants shall be a blend of 1/3 existing site soil, 1/3 coarse sand, and 1/3 fine compost. 9.Apply 05mOCOte 18 -G -1 2, 9 month slow release fertilizer over the surface of all plant pits at the following rates: Trees: I cup All shrubs (except I gal): %2 cup I Gallon plants: �/4 cup Ground Covers: %4 cup 10. All shrub and ground cover beds shall receive a 2 " -3" depth (7 CY per 1000 SF) of "Fine Grind" hem/fir bark mulch as top dressing. I I . All plants shall be guaranteed for one full year from date of project acceptance. Contractor shall not be responsible for plants dying due to Owner neglect, unusual weather or vandalism. MULCH ROOT BALL/POT BACKFILL SOIL MIX I FERTILIZER TABLET GROUNDCOVER PLANTING DETAIL (2" * 4" POTS) N J J 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 NOTE: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. FERTILIZE AT TIME OF PLANTING. SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH. TREE PLANTING DETAIL N AREA FOR SPACING ADJUSTMENT + ,+ CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X" - 2/3 "X" + EDGE OF PLANTING BED + ;+ + + + + TRIANGULAR SPACING WITHIN - PLANTING BED SPECIFIED PLANT SPACING = "X" INDIVIDUAL PLANTS REPRESENTED AS: + PLANT SPACING DETAIL NTS PLANTING PIT SHALL BE A MIN. OF TWICE THE ROOTBALI, DEPTH - PLANT LIST Botanical Name Common Name Size & Remarks Quantity / Vine Maple 6' ht., multi -stem 1 Cl amaecyparis nootkantensis 'Pendula' Weeping Alaska Cedar 8' ht., b &b 6 prrunus cer. ' Krauter's Vesuvius' Krauter's Vesuvius Flowering Plum 2" C. 3 Thiuja occidentalis 'Smaragd' Emerald Green Arborvitae 5' -6' ht., b &b 16 *rriatched form, meet minimum ANSI standards A(ctostaphylos uva -ursi Kinnikinnick 1 gal. / Bearberis thunbergii 'Crimson Pygmy' Crimson Pygmy Barberry 3 gal. 55 Corex m. 'Aurea- Variegata' Variegated Japanese Sedge 1 gal. 73 H (puchera 'Obsidian' Heuchera 1 gal. 6 Ilex crenata 'Sky Pencil' Sky Pencil Holly 5 gal. 10 Nandina domestica 'Moon Bay' Nandina 2 gal. 23 Osmanthus h. ' Goshiki' Goshiki Osmanthus 5 gal. 3 pc)lystichum munitum Sword Fern 1 gal. 8 Fc)Iystichum 'tsus- simense' Korean Rock Fern 1 gal. 16 Pnunus I. 'Otto Luyken' Otto Luyken Laurel 5 gal. 20 Rlhiododendron 'PJM' PJM Rhododendron 5 gal. 2 Rhiododendron 'Snow Lady' Snow Lady Rhododendron 5 gal. 23 Spiraea japonica 'Magic Carpet' s 3 gal. 29 Vibburnum davidii David's Viburnum 5 gal. 24 J Cf, >/ 0 �0� O \ />1 e� \ O, 0�\� G- Variegated Japanese Sedge 9- Kinnikinnick —5- David's Viburnum F 10- Variegated Japanese Sedge :o Luyken Laurel �3- Weeping Alaska Cedar x + + O 3- Crimson Pigmy Barberry y 15- Emerald Green Arborvitae t efu5e /Fence, see Civil Plan 7- David's Viburnum 14- IMacJic Carpet 5pirea PLANTING PLAN SCALE: I " = 10' -0" LANDSCAPE NOTES: I . Contractor 15 responsible for following all local codes and ordinances. 2.Refer to details for additional information. 3.Chemically kill and remove from site all existing weeds and vegetation not shown to remain on plans. 4.Di5tribute G" depth imported topsoil mix in all shrub bed areas. Topsoil mix shall be composed of 2/3 sandy loam and 1/3 fine compost. Structural fill areas: Any landscape areas occurring within structural fill zones shall have said structural fill materials excavated to a depth of 12" below finish grades in shrub areas and G" below grade in lawn areas, and replaced with specified topsoil mix. Dispose of excavated material off site. 5.Fine grade all landscape beds prior to planting operations. G.AII plants shall conform to the latest edition of the American Standard for Nursery Stock. 7. All trees within 5ft of any paved area shall receive 18" depth root barrier for a total length of 7' beyond trunk (14' total on each applicable side). B.Backfill mix for plants shall be a blend of 1/3 existing site soil, 1/3 coarse sand, and 1/3 fine compost. 9.Apply 05mOCOte 18 -G -1 2, 9 month slow release fertilizer over the surface of all plant pits at the following rates: Trees: I cup All shrubs (except I gal): %2 cup I Gallon plants: �/4 cup Ground Covers: %4 cup 10. All shrub and ground cover beds shall receive a 2 " -3" depth (7 CY per 1000 SF) of "Fine Grind" hem/fir bark mulch as top dressing. I I . All plants shall be guaranteed for one full year from date of project acceptance. Contractor shall not be responsible for plants dying due to Owner neglect, unusual weather or vandalism. MULCH ROOT BALL/POT BACKFILL SOIL MIX I FERTILIZER TABLET GROUNDCOVER PLANTING DETAIL (2" * 4" POTS) N J J 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 NOTE: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. FERTILIZE AT TIME OF PLANTING. SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH. TREE PLANTING DETAIL N AREA FOR SPACING ADJUSTMENT + ,+ CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X" - 2/3 "X" + EDGE OF PLANTING BED + ;+ + + + + TRIANGULAR SPACING WITHIN - PLANTING BED SPECIFIED PLANT SPACING = "X" INDIVIDUAL PLANTS REPRESENTED AS: + PLANT SPACING DETAIL NTS PLANTING PIT SHALL BE A MIN. OF TWICE THE ROOTBALI, DEPTH - PLANT LIST Botanical Name Common Name Size & Remarks Quantity AC,er circinatum Vine Maple 6' ht., multi -stem 1 Cl amaecyparis nootkantensis 'Pendula' Weeping Alaska Cedar 8' ht., b &b 6 prrunus cer. ' Krauter's Vesuvius' Krauter's Vesuvius Flowering Plum 2" C. 3 Thiuja occidentalis 'Smaragd' Emerald Green Arborvitae 5' -6' ht., b &b 16 *rriatched form, meet minimum ANSI standards A(ctostaphylos uva -ursi Kinnikinnick 1 gal. 125 Bearberis thunbergii 'Crimson Pygmy' Crimson Pygmy Barberry 3 gal. 55 Corex m. 'Aurea- Variegata' Variegated Japanese Sedge 1 gal. 73 H (puchera 'Obsidian' Heuchera 1 gal. 6 Ilex crenata 'Sky Pencil' Sky Pencil Holly 5 gal. 10 Nandina domestica 'Moon Bay' Nandina 2 gal. 23 Osmanthus h. ' Goshiki' Goshiki Osmanthus 5 gal. 3 pc)lystichum munitum Sword Fern 1 gal. 8 Fc)Iystichum 'tsus- simense' Korean Rock Fern 1 gal. 16 Pnunus I. 'Otto Luyken' Otto Luyken Laurel 5 gal. 20 Rlhiododendron 'PJM' PJM Rhododendron 5 gal. 2 Rhiododendron 'Snow Lady' Snow Lady Rhododendron 5 gal. 23 Spiraea japonica 'Magic Carpet' Magic Carpet Spirea 3 gal. 29 Vibburnum davidii David's Viburnum 5 gal. 24 d77 d �7 290 MULCH e e 1 WATERING BASIN BERM r-LAN IINV rll SHALL BE A MINIMUM OF TWICE THE ROOT - BALL DEPTH FERTILIZER TABLETS, 2 " -G" DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLASS OR TREATED). BACKFILL SOIL MIX SHRUB PLANTING DETAIL (CONT., B * B) NT LI M ITS OF TREE PIT ;,4 f' - MIN. DEPTH INTO UNDISTURBED SUBGRADE NOTE: IN5TALL TREE STAKES ONLY AS NEEDED. * IMPORTANT. REMOVE TREE STAKES AFTER ONE YEAR. TREE STAKING DETAIL N TH15 PLAN IS A CONCEPTUAL DRAWING AND DUE TO EXISTING SITE CONDITIONS, FIELD ADJUSTMENTS MAY BE NECESSARY ALL NATURAL PRODUCTS AND /OR PLANT MATERIAL MAY VARY IN SIZE AND SHAPE. For Permit SCALE: I " = 10' -0" LU W _ (S) u-- O cv WWU � LMPSS Y N� fn i S CS O NU W� Z �l 00 � o, o M rn � o M Z -- V O N O� 1;o V� M C) N a M M i V p Q Q Ln -E Z N i-- LU 00 Q O O C) O mi TZ) L m . � m Z Z z O_ Q> (S) w oC °-" w 0 o Iry A Zone 2 >e- ell \ i /1 f 0 2" 51eeve5 \ 0 EXISTING ✓` ,'` ��w �/ Typ• -f'S�O �� ` ASPHALT / �� ' Drip Irrigation in F�Y,q�� \v\ X = ` A ` �` J Shrub Beds � , Bus 5to ` p <` see Civil Plan 2" Sleeves w v\ e \ F , a Tyr • Zone 2 1 � I /d f' Zone 2 / s Drip Irrigation in ,l Shrub Beds / � ,'r \ PROPOSED / Zone 2 BUILDING Zone 2 N, \ / ' / Drip Irri anon in Shrub Beds vv'> or ` Drip Irrigation in ti. / / 2" 51eeve5 Tyr: Shrub Beds / k / �o Zone I A 2 a� t; " Sleeves Typ. FROP05ED � - PARKING Plan i gation a n eop pment to remain o, n s dee and /// / < Zone 2 property line and to be placed in shrub beds v1 where possible. / "F / I " Laterial Line to Zone 2 R / Zone 2 Drip Irrigation in Drip Irrigation in / Shrub Beds shrub Beds / o DriI2 Irri ation in �\ Shrub Beds y / Coordinate controller tI / 2" Sleeves Typ. ` Zone I ' location w/ electrician V C f l_ /f/ and General Contractor, \` electrician to provide outlet at controller. / C w '� �0 Refuse/Fence, se Civil Plan o/ o^� I Laterial Lin q_- to Zone 2 P.O.C. @ 5/8" Irma tion meter ( installed by city). Contractor to verify, location and static pressure. IRRIGATION PLAN SCALE: I " = 10'-011 NOTE5: 7=E KEY HANDLE TO CLEAR TOP OF BOX BY 2" MINIMUM. 2, THREADED ONE END NIPPLE 4 SOLVENT JOINT NIPPLES TO BE SCHEDULE 80. QUICK COUPLING VALVE 3, SUPPLY LINE TEE, THREADED ONE END NIPPLE 4 SOLVENT JOINT NIPPLES NOT INCLUDED IN PRE- FABRICATED 5WING JOINT KIT. SET TOP OF BOX B FLUSH W /FINI5H GRADE SET VALVE BOX FLU' "" SURROUNDING FINI5HEE FINISH GRADE PVC SCH 40 ELL 30 -INCH LINEAR LENGTH OF WIRE, COILED . 5CH 80 NIPPLE WATER PROOF CONNECTION . r. t 10 "0 VALVE BOX 3' MIN, /ACNE BOX COVER TOP OF MULCH N U WASHED PEA GRAVEL (3" MIN. DEPTH) #4 REBAR W/ 5.5. CLAMPS 1 " PVC NIPPLE - LENGTH A5 NECESSARY TO ACCOMODATE 450 ANGLE (SOLVENT JOINT) MAINLINE PIPE QUICK COUPLER I " U.5. THREADED ONE END PVC NIPPLE (MIPT) A5 RI5ER I " 'LA5CO' OR EQUAL PRE- FABRICATED SWING JOINT (SCHEDULE 80) INSTALL WITH---j USE SECOND MALE ADAPTER (FROM 5WIN( 30 -450 ANGLE JOINT KIT) AND SOLVENT JOINT PVC NIPPLE INTO SOLVENT JOINT SUPPLY LINE OUTLET TEE OR ELL NT5 ID TAG g, (LENGTH A5 REQ'D.) FINI5H GRADE CUT OPENING IN 51DE TO e 0 ACCOMODATE NIPPLE FROM a MAINLINE (MIN. I" GAP) ;` , ', CONTROL ZONE KIT: c . , 0 a �e :> ac t, Asa 0c FEBCO (INCLUDES BALL VALVE, I OOPE55 VALVE, MANUAL DRAIN VALVE QKCHK100 BASKET FILTER AND 8 1 " PVC NIPPLE - LENGTH A5 NECESSARY TO ACCOMODATE 450 ANGLE (SOLVENT JOINT) MAINLINE PIPE QUICK COUPLER I " U.5. THREADED ONE END PVC NIPPLE (MIPT) A5 RI5ER I " 'LA5CO' OR EQUAL PRE- FABRICATED SWING JOINT (SCHEDULE 80) INSTALL WITH---j USE SECOND MALE ADAPTER (FROM 5WIN( 30 -450 ANGLE JOINT KIT) AND SOLVENT JOINT PVC NIPPLE INTO SOLVENT JOINT SUPPLY LINE OUTLET TEE OR ELL NT5 ID TAG G" DIA. CLA55 200 SLEEVE XB -10PC (LENGTH A5 REQ'D.) FINI5H GRADE CUT OPENING IN 51DE TO ACCOMODATE NIPPLE FROM fa �` MAINLINE (MIN. I" GAP) ;` , ', CONTROL ZONE KIT: XFD Dri line f RAI N BI RD XCZ- 100 -B -COM FEBCO (INCLUDES BALL VALVE, I OOPE55 VALVE, MANUAL DRAIN VALVE QKCHK100 BASKET FILTER AND 8 P5I -M40X -100 PRESSURE REGULATOR.) PVC LATERAL �O O * 1 "X4" 5CH. 80 O� tlJ PVC SCH 40 MALE ADAPTER NIPPLE PVC SCH 80 UNION FOR ±3 CF DRAIN SERVICING A55EM5LY ROCK SUMP PVC SCH 80 NIPPLE, CL05E 012 BRICK (I OF 4) 3 -INCH MINIMUM DEPTH OF XCZ— 1 00—B—COM PVC SCH 40 TEE OR ELL 3/4 -INCH WASHED GRAVEL © PVC MAINLINE ESP- 12MCSS " COMMERCIAL CONTROL ZONE KIT W/ BASKET FILTER NOT SHOWN X -XCZ- 100 -B -COM NT5 IRRIGATION SHEET NOTES: 1. This plan is diagrammatic; all piping, valves, etc, shall be installed in shrub beds where possible and shall follow the plan as close a515 practical. 2. Contractor is responsible for meeting all local codes and ordinances. 3. Locate all mainline within the project limits. 4. Provide drip irrigation for all shrub bed areas. Drip irrigation shall work for a minimum of three years for plant establishment. 5. Refer to details for additional information. G. All piping and wiring under paved areas shall be housed in class 200 PVC sleeves installed at a 24" depth. 51ze 5ICeVC5 a5 needed t accommodate i e and wire s, u nle ss o therwi e sp ec(fie d o n d rawin g . 7. Contractor shall make field adjustments as needed to obtain full coverage. 8. All manual, gate and electrical valves and other underground equipment shall be housed in Nelson, Amete'k or equal rectangular valve boxes. 9. No in -line wire splices allowed. 5upply valve boxes at all electrical Junctions. Tape and bundle wires every' 25 linear feet. 10. Contractor is responsible for complete system drainage. Install manual drains at all mainline low poinllts and where indicated on plan. Contractor shall provide adjustable check valves on any irrigation head that experiences low head drainage. 1 1. All threaded pipe connections shall be made using Teflon tape wrapped at least three times around IFIre threads. 12. All gate and electric valves shall be installed with unions on the downstream end of the valve (Refer Ito details). 13. All trenches containing pipe and /or wires shall be backfilled with clean topsoil, free of all lumber, rubbish and rocks over I " in size, or clean sand if clean topsoil is not available. 14. Contractor shall provide owner with one set of as -built record drawings showing exact actual locatidns of all sprinkler equipment. Contractor shall orient owner with complete system and controller operations, and winterization procedures. 15. Contractor shall supply and install all equipment shown on the plans and indicated in the 5pecificatiorg5 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 drawing or not. I G. 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 preventer shall be inspected and tested by a certified backflow device inspector. Provide (Owner with one copy of approval certificate. 18. Any irrigation lines placed within tree protection zones established for the project must be installed in such a manner as to not cause damage to the root protection zone, such as by cutting roots, digging trencheso operation of machinery, etc. 5pecial care must be taken (hand digging trenches, designing lines to stay Out of these areas where possible, etc.) to ensure damage to the trees does not occur. 19. All trees, plant materials and landscaped areas shall receive sufficient water to be kept in a healthy gind growing manner. IRRIGATION LEGEND (To De Determined) SYMBOL MFR. T CATALOG N0. I DESCRIPTION DTL. NOT SHOWN RAINBIRD XB -10PC LANDSCAPE DRIP EMITTERS 1.0 & 2.0 GPH (� NOTE: WHEN GLUING THE GOO -CF- I XB -20PC NOT SHOWN RAINBIRD XFD -09 -12 -500 XFD Dri line N FEBCO 850 DOUBLE CHECK VALVE BACKFLOW POEVENTOR BRASS BALL VALVE — MATCH LINE- SIZE 8 RAINBIRD GB —R series O RAINBIRD — 3/4" QUICK COUPLER VALVE (INSTALL AT HIGH POINT RAINBIRD — ANGLE VALVE FOR MANUAL DRAIN 012 RAINBIRD XCZ— 1 00—B—COM 1" COMMERCIAL DRIP KIT VALV- © RAINBIRD ESP- 12MCSS 12 STATION PEDESTAL CONTRO L-LER NOT SHOWN — — SECURITY CONTROLLER ENCLOSUIRE TBD — —j, PRESSURE MAINLINE, SCH. 40 PVC PIPE, INSTALL @ 18 DEPTH 24 mADER PAVED AREAS LATERAL LINES, CLASS 200 PVC PIPE, INSTALL @ 12' DEPTH 24' UN DER PAVED AREAS �" - - - - -s CLASS 200 PVC PIPE SLEEVES, INSTALL @ 24 DEPTH NOT SHOWN 14 —AWG DIRECT BURIAL LOW VOLTAGE WIRE, RED = SIGNAL WHITE -= COMMON VALVE CHART VALVE GPM SIZE 1 Drip 1 " 2 Drip 1 " VALVE BOXE5 (TYPICAL) NOTE5: 12" 1. CENTER VALVE BOX OVER VALVE m` < 12„ 1 324 TO FACILITATE REMOVAL AND SERVICING, 6" 12" 1419 1419 EDGE OF PLANTING BED 2. 5ET 5OXE5 PARALLEL TO EACH OTHER 910 AND PERPENDICULAR TO EDGE. OR LAWN AREA 3. AVOID OVER COMPACTING 501L AROUND - VALVE BOXE5 TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXE5. ' EDGE OF PAVING OR GRAVEL AREA MANUAL DRAIN VALVE I "XG" SCH. 80 NIPPLE MAINLINE 4 TEE WELL COMPACTED 5UBGRADE NT5 VALVE BOX INSTALLATION NT5 FINISH GRADE AT LIP OF VALVE BOX: REFER TO BOX IN TURF AND PAVED IRRIGATION SHEET NOTES AREAS (I" BELOW LIP IN OR SPECIFICATIONS ALL OTHER AREAS) — /--VALVE BOX COVER i FEBCO MODEL 850 Double Check Valve Assembly U — U rr.; G" MIN. CLEARANCE ." C> 7 ., _ � PVC MAINLINE PEA GRAVEL (INSTALL MIN. 2 CU. FT. BELOW BACKFLOW PIREVENTOR) DOUBLE CHECK VALVE NT5 EASY FIT COMPRE55ION FITTINGS: COUPLING - RAIN BIRD MDCFCOUP FLU5H CAP - RAIN BIRD MDCFCAP 10" DIA. VALVE BOX SET FLUSH W/ GRADE w Z = z D_ ul PVC SCH. 40 MAINLINE W/ MIPT ADAPTERS GATE VALVE NT5 FINISH GRADE LINE 51ZED g " GATE VALVE = 12" DEPTH OF PEA GRAVEL : G "DIA. PVC PIPE- I2"LONG; UTILIZE AMETEK 20" DEEP " ROADWAY BOX BOTTOM IF MAINLINE DEPTH 15 24" WELL COMPACTED 5UBGRADE NT5 O1 FIELD SATELLITE CONTROLLER: RAIN BIRD ESP — 8MC —SS O2 CONCRETE PAD: 6 —INCH MINIMUM THICKNESS O FINISH GRADE IRES TO REMOTE CONTROL VALVES -INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL -INCH PVC SCH 40 CONDUIT FITTINGS AND SWEEP ELL fO POWER SUPPLY E5P -MC 5TAINLE55 STEEL PEDESTAL CONTROLLER DETAIL COMPRESSION ADAPTER: FINISH GRADE RAIN BIRD G00 -CF- I (� NOTE: WHEN GLUING THE GOO -CF- I ADAPTER INTO THE PVC TEE, USE PER SPECIFICATIONS AN A55 TO PVC BONDING SOLVENT LANDSCAPE DRIPLINE TUBING: �p0 RAIN BIRD LANDSCAPE DRIPLINE NON- POTABLE - XF- P -09 -1 2 -500 SPACE 2' -G" APART LATERAL AIR/VACUUM RELIEF VALVE: TOP OF ALL LATERALS RAIN BIRD AR VALVE KIT �✓ (INSTALL AT HIGH POINT IN LAN D5CAPE SYSTEM) CONTROL ZONE KIT: U RAI N BI RD X -XCZ- 100 -B -COM Q MAINLINE PIPE TAPED TO BOTTOM OF SUPPLY HEADER E PVC LATERAL LINE WITH COMPRESSION FITTING5: MAINLINE PIPING RAIN BIRD G00 -CF- I XF SERIES DRIPLINE 10" DIA. VALVE BOX SET FLUSH W/ GRADE w Z = z D_ ul PVC SCH. 40 MAINLINE W/ MIPT ADAPTERS GATE VALVE NT5 FINISH GRADE LINE 51ZED g " GATE VALVE = 12" DEPTH OF PEA GRAVEL : G "DIA. PVC PIPE- I2"LONG; UTILIZE AMETEK 20" DEEP " ROADWAY BOX BOTTOM IF MAINLINE DEPTH 15 24" WELL COMPACTED 5UBGRADE NT5 O1 FIELD SATELLITE CONTROLLER: RAIN BIRD ESP — 8MC —SS O2 CONCRETE PAD: 6 —INCH MINIMUM THICKNESS O FINISH GRADE IRES TO REMOTE CONTROL VALVES -INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL -INCH PVC SCH 40 CONDUIT FITTINGS AND SWEEP ELL fO POWER SUPPLY E5P -MC 5TAINLE55 STEEL PEDESTAL CONTROLLER DETAIL TH15 PLAN 15 A CONCEPTUAL DRAWING AND DUE TO EX15TING 51TE CONDITIONS, FIELD ADJUSTMENTS MAY BE NECESSARY. ALL NATURAL PRODUCTS AND /OR PLANT MATERIAL MAY VARY IN 51ZE AND SHAPE. NT5 or Permit NORTH 0 5' 10' 20' 30' SCALE: I " = 101-011 W _ Q N n Q O l rWr� U f� / �A - W Y S O CD 00 00 � o, o o, � o o N � � O w oz W O M 1� f FINISH GRADE z� (� TRENCH BACKFILL PER SPECIFICATIONS �p0 TRACE WIRE TAPED TO LATERAL . TOP OF ALL LATERALS LINE PIPING e, <' AND MAINLINE @ 10' O.C. O U CONTROL WIRE Q Q TAPED TO BOTTOM OF E MAINLINE @ I G O.C. u , MAINLINE PIPING TRENCH DETAIL S � NT5 TH15 PLAN 15 A CONCEPTUAL DRAWING AND DUE TO EX15TING 51TE CONDITIONS, FIELD ADJUSTMENTS MAY BE NECESSARY. ALL NATURAL PRODUCTS AND /OR PLANT MATERIAL MAY VARY IN 51ZE AND SHAPE. NT5 or Permit NORTH 0 5' 10' 20' 30' SCALE: I " = 101-011 W _ Q N n Q O l rWr� U f� / �A - W Y S O CD 00 00 � o, o o, � o o N � � O w oz W O M 1� f (� L ti0 �p0 0 m O� Ln O U Q Q E u , E S � � EI< I nl I i- C) >- uJ Z xoo O W � W 0 o Q 0Z