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20140213 Signed Approved Civil Plans 03042015 (Yelm Physical Therapy)w VICINITY MAP ABBREVIATIONS 7W I z ° 0 0 I 0. NOTE. NOT ALL ABBREVIATIONS ARE REPRESENTED IN THIS PLAN SET. U U U U N.T.S. AC ASPHALT CONCRETE N.T.S. NOT TO SCALE BCP BEGIN CURB RETURN U PC POINT OF CURVATURE BM BENCH MARK PI POINT OF INTERSECTION 0- (L a S BO BLOWOFF ASSEMBLY PL PROPERTY LINE cTo BVC BEGIN VERTICAL CURVE 0 POB POINT OF BEGINNING w w w BW BOTTOM OF WALL POC POINT OF CONNECTION SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. c'�Fti �iF CB CIP CATCH BASIN CAST IRON PIPE PRC POINT OF REVERSE CURVATURE YELM, WASHINGTON sT SITE CL CENTERLINE n N PT POINT OF TANGENCY pJ 0 z CMP CORRUGATED METAL PIPE PVC POLY —VINYL CHLORIDE 0 Co CLEANOUT R SYMBOLS CIVIL SPECIFICATIONS CONTRACTOR AS— BUILTS 3 CATV ' CABLE RCP R/W RE NI ORCED CONCRETE PIPE RIGHT OF WAY o DEGREE NOTE_: NOT ALL SYMBOLS ARE REPRESENTED IN THIS PLAN THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN OLYMPIC ENGINEERING IS REQUIRED BY THE CITY TO PROVIDE F 0 D.I. EE DIAMETER DUCTILE IRON ELECTRICAL RD SS SSMH ROOF DRAIN SANITARY SEWER SANITARY SEWER MANHOLE SET. ACCORDANCE WITH CITY OF YELM (CITY) STANDARDS AND THE SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL RECORD DRAWINGS (AS— BUILTS) AND FINAL CE=RTIFICATION ENGINEERING PRIOR TO FINAL CITY ACCEPTANCE. OLYMPIC GINEERING J EXISTING PROPOSED CONSTRUCTION, 2014, INCLUDING ANY AMENDMENTS, AS WILL NOT CERTIFY THE RECORD DRAWINGS OR PROVIDE THE ECR END CURB RETURN SD STORM SEWER , GRADES AND ECR L ELEVATION SDMH STORM DRAIN MANHOLE ISSUED BY THE WASHINGTON STATE DEPARTMENT OF CERTIFICATION UNLESS WE HAVE INSPECTED STUB �P E EDGE OF PAVEMENT STA STATION oBC� • BLOWOFF ASSEMBLY TRANSPORTATION ( WSDOT) (HEREAFTER "STANDARD ACTUAL INSTALLATION OF ALL OF THE IMPROVEMENTS EVC END VERTICAL CURVE STEP SEPTIC TANK EFFLUENT PUMP Bo J W SPECIFICATIONS ). DEPICTED HEREIN PRIOR TO BACKFILLING. ADDITIONALLY, IN THE EX EXISTING � DTL. STANDARD DETAIL 4( FH FIRE HYDRANT OLYMPIC ENGINEERING ASSUMES NO LIABILITY PERFORMANCE OF THE IMPROVEMENTS IF WE I•LAVE NOT FF FINISHED FLOOR T TELEPHONE ALSO INCORPORATED INTO THESE CONTRACT DOCUMENTS BY INSPECTED INSTALLATION OF THE IMPROVEMENTS. IT IS THE FG FINISHED GRADE TB THRUST BLOCK W ►� GATE VALVE REFERENCE ARE: CONTRACTOR'S RESPONSIBILITY TO NOTIFY OLYMPIC PROJECT INFORMATION FH FL FIRE HYDRANT FLOWLINE /FLANGE TBC TC TOP BACK OF CURB TOP OF CURB AIR RELIEF VALVE A) CITY OF YELM DEVELOPMENT GUIDELINES, CURRENT ENGINEERING A MINIMUM OF 48 —HOURS PRIOR TO OWNER /APPLICANT: SIPE REAL ESTATE HOLDINGS, LLC FM FORCE MAIN TC TOP OF CONCRETE EDITION; INSTALLATION OF THESE IMPROVEMENTS. 4740 AVERY LANE SE G GAS TG TOP OF GRATE ► REDUCER B) WASHINGTON STATE DEPARTMENT OF ECOLOGY CONTRACTOR SHALL MAINTAIN ONE SET OF CONTRACT LACEY, WA 98503 GL GUTTER LINE o TW TOP OF WALL O STORMWATER MANANAGEMENT MANUAL FOR WESTERN "DRAINAGE DRAWINGS THAT SHALL INCLUDE, CLEARLY AN[) LEGIBLY N[) GM GAS METER V TYP. TYPICAL � THRUST BLOCKING WASHINGTON, 2012 EDITION ("DRAINAGE MANUAL"); MARKED, ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND PARCEL N0: 75300400100 GB GRADE BREAK UGP UNDERGROUND POWER � C) THE INTERNATIONAL BUILDING CODE (IBC) AND CITY OF UTILITIES ENCOUNTERED DURING PROGRESS OF THIS PROJECT, m a HDPE HIGH DENSITY POLYETHYLENE VS VACUUM SEWER MAIN ❑w� 0 WATER METER BOX YELM BUILDING CODE, CURRENT EDITIONS; AND ANY ALTERATIONS MADE TO THE IMPROVE =MENTS BEING SITE ADDRESS: 417 W. YELM AVE. HP HIGH POINT W WM WATER WATER METER 4 D) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR " �� INSTALLED. SAID DRAWINGS SHALL BE MARKED► AS —BUILT YELM, WA 98597 IP L INSPECTION PORT LENGTH WV WATER VALVE WELL p WELL WELL STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, WITH AND SHALL BE SUBMITTED TO THE ENGINEER (UPON PROJECT ZONING: CBD LF LINEAL FEET t APPROXIMATELY GUARD POST (BOLLARD) WSDOT MODIFICATIONS, IF ANY; E ) THE INTERNATIONAL FIRE CODE, CURRENT EDITION. COMPLETION. MH MANHOLE % PERCENT SITE AREA: 12,000 SF (0.28 AC) MJ MECHANICAL JOINT vi o U U DOUBLE CHECK VALVE ASSEMBLY CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS REMOVAL AND REPLACEMENT OF R/W DEDICATION AREA: 707 SF (0.02 AC) NET DEVELOPABLE AREA: 11,293 SF (0.26 AC) z � m m m AT CONTRACTOR'S OWN EXPENSE. °w Z m o W t U � J o a CAP /PLUG N UNSUITABLE MATERIALS THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, PEAT, SOFT GRADING: ±325 CY CUT & ±450 CY FILL (FOR APPLICATION PURPOSES ONLY) 000, 01 m STORM DRAIN CATCH BASIN MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, WHENEVER IN EXCAVATING THE SITE EXPOSES LINETYPES CB 97401 AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION TO THE SOILS: SPANAWAY GRAVELLY SANDY LOAM TONAL r' O (*SDMH STORM DRAIN MANHOLE ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE MATERIAL, SUCH MATERIAL SHALL BE REMOVEID AND (HSG B) NOTE. NOT ALL LINETYPES ARE REPRESENTED IN THIS PLAN SET. COUNTY AND THE PROJECT OWNER. DEPTH DIRECTED BY THE GEOTECHNICAL ENGINEER E w Ln co rn >I o E O O Co • ca CLEANOUT BACKFIELD WITH SUITABLE FOUNDATION MATEf;IAL. SANITARY SEWER /WATER: CITY OF YELM EXISTING PROPOSED o o a • INSPECTION PORT THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE c � a O m re 3 IP OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT AND HAULED TO A WASTE SITE OBTAINED BY THE POWER POWER/ GAS: PUGET SOUND ENERGY fo SD 9D � STORM MAIN ® SOIL TEST PIT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR E CONTRACTOR. THE CONTRACTOR SHALL FURNI.5H AND PLACE GEOTECHNICAL TELEPHONE /FIBER: FAIRPOINT COMMUNICATIONS #X c cu FROM PERFORMING THE OMITTED WORK. SUITABLE MATERIAL AT THE DIRECTION OF THE= Do, RD RD ROOF DRAIN r OO #x INFILTRATION TEST PIT w ENGINEER. CABLE TV /FIBER: COMCAST 0 X — SILT FENCING ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING U JOB NUM ER: 14004 �x.x% SURFACE FLOW DIRECTION THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS FIRE DISTRICT: YELM ME: CLEARING LIMITS VR SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE UTILITIES LOCATE NOTE SHEET: 1 qF14 ►— SLOPE ENGINEER AND COUNTY. REFUSE /RECYCLING: PACIFIC DISPOSAL . . . SWALE /DITCH CENTERLINE THE LOCATION OF EXISTING UTILITIES SHOWN f�EREON ARE C&D RIPRAP APPROXIMATE AND ARE BASED ON INFORMATI()N PROVIDED BY FEMA FIRM DESIGNATION: ZONE X (53067C0353E) w w WATER MAIN xxx.x THE SURVEYOR AND FROM COUNTY RECORDS. OLYMPIC 85 SPOT ELEVATION CONTRACTOR LIABILITY NOTE ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE EXACT ss SS SANITARY SEWER MAIN LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN 0 �SSMH SEWER MANHOLE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE HEREON. CONTRACTOR SHALL VERIFY THE EXACT SIZE, DEPTH, SUP STEP MAIN S RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE AND LOCATION OF EXISTING UTILITIES AND CAILL FOR GEOTECHNICAL NOTE o (,p • co SEWER CLEANOUT COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING UNDERGROUND LOCATE AT 811 A MINIMUM OF 48 —HOURS FM FM FORCE MAIN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE SEE FINAL GEOTECHNICAL ENGINEERING REPORT PREPARED BY AIR RELEASE VALVE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES RESULTING MATERIALS TESTING & CONSULTING, INC., DATED JUNE 18, 2014, Vs V8 VACUUM SEWER MAIN LIMITED TO NORMAL WORKING HOURS; AND THAT THE FROM FAILURE TO LOCATE EXISTING UTILITIES. FOR GENERAL SOILS INFORMATION ALONG WITH SITE PREPARATION, THRUST BLOCKING CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD OLYMPIC STRUCTURAL FILL, FOUNDATION, UTILITY TRENCH EXCAVATIONS, AND ENGINEERING HARMLESS FROM ANY AND ALL LIABILITY, REAL PAVING RECOMMENDATIONS. INSPECTIONS OF, BUT NOT LIMITED TO, G G GAS LINE REDUCER OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THESE ITEMS BY A GEOTECHNICAL ENGINEER IS REQUIRED. SEE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING GEOTECHNICAL REPORT FOR INSPECTION REQUIREMENTS. P P POWER LINE [ CAP /PLUG FROM THE SOLE NEGLIGENCE OF OLYMPIC ENGINEERING. TRAFFIC CONTROL NOTE CONDUIT ❑ PIG PORT CONTRACTOR SHALL PREPARE AND PROVIDE A TRAFFIC T T TELEPHONE LINE CONTROL PLAN TO THE CITY INSPECTOR FOR AND o STEP METER BOX _REVIEW APPROVAL PRIOR TO CONSTRUCTION START, IF REQUESTED. POST — CONSTRUCTION SOIL QUALITY AND DEPTH TV CATV CABLE TV LINE ►� GATE VALVE — — — — — — — — — — — TOP /TOE OF SLOPE ALL DISTURBED PERVIOUS AREAS (INCLUDING LANDSCAPING AREAS) SHALL CONTAIN SOILS MEETING THE POST — CONSTRUCTION SOIL • • TERMINUS PIG LAUNCH PORT GB —GB —GB GRADE BREAK of SURVEY INFORMATION GENERAL NOTES QUALITY AND DEPTH REQUIREMENTS PER BMP T5.13 OF THE WSDOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, ® JUNCTION BOX xxx XXX CONTOUR LINE C]SIG ® SERVICE DISCONNECT LEGAL DESCRIPTION LOTS 1 AND 2 IN BLOCK 4 OF SOLBERG'S FIRST ADDITION TO THE CONTRACTOR SHALL COORDINATE ALL COINSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS AND PROVIDE 2012. SEE SHEET C1.5 FOR REQUIREMENTS. FENCE YELM AS RECORDED IN VOLUME 9 OF PLATS, PAGE 31 5 —DAYS WRITTEN NOTICE PRIOR TO ANY DISRUPTIONS. O X YARD /PEDESTRIAN LIGHT TOGETHER WITH AND SUBJECT TO EASEMENTS, RESTRICTIONS DRIVEWAYS AND UTILITY SERVICES TO REMAIN ACCESSIBLE TO x — — — — ROADWAY CENTERLINE AND RESERVATIONS OF RECORD; RECORDS OF THURSTON THE EXTENT PRACTICAL. STREET LIGHT COUNTY, WASHINGTON. (CONTAINS 12,001 SQ. FT.) UTILITY TRENCHING AND INSTALLATION — — — — — — — — RIGHT —OF —WAY LINE ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE ®I❑ TRANSFORMER VERTICAL DATUM RESTORED TO THEIR ORIGINAL "PRE — CONSTRUCTION" STATE CONTRACTOR SHALL PROVIDE TRENCHING, BEDDING, CONDUIT/ — — — — — — — — EASEMENT LINE ClP © POWER VAULT NGVD 1929 BENCHMARK: BRASS MONUMENT AT THE INTERSECTION OF OR BETTER. SLEEVING, AND BACKFILL AS NEEDED FOR POWER, COMMUNICATIONS, FRONT /BACK OF CURB YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL LIGHTING, NATURAL GAS, IRRIGATION, AND ALL OTHER UTILITIES POWER POLE POINT No.1252. ELEVATION = 347.206 NEEDED. COORDINATE INSTALLATION AND LOCATIONS WITH OWNER, RESPECTIVE UTILITY COMPANY, AND BUILDING CONTRACTOR. SEE — — — — — — — — — — — SAWCUT LINE �— POLE ANCHOR BASIS OF BEARING DEWATERING ELECTRICAL, BUILDING, MECHANICAL, AND PLUMBING PLANS FOR F FIBER OPTIC LINE NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION ADDITIONAL INFORMATION. F 0 TELEPHONE VAULT NETWORK POINTS USGS —PTS -6 & 1252 FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT El T ■T TELEPHONE RISER THE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION FREE OF STANDING WATER AND MUDDY CONDITIONS AS DEPICTED HEREON WAS PREPARED AND PROVIDED BY LARSON NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE SHEET INDEX GAS VALVE & ASSOCIATES. THIS SURVEY INFORMATION WAS NOT FIELD CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND VERIFIED BY OLYMPIC ENGINEERING AND OLYMPIC ENGINEERING MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER 1 C0.1 CIVIL COVER SHEET ❑�� GAS METER ASSUMES NO LIABILITY IN THE ACCURACY OF THIS EQUIPMENT REQUIRED TO PROPERLY DEWATER THE SITE AS 2 C0.2 HORIZONTAL CONTROL PLAN INFORMATION OR FOR OMISSIONS WHICH MAY HAVE BEEN SPECIFIED. DEWATERING SYSTEMS THAT CAUSE- A LOSS OF 3 C1.1 EROSION CONTROL AND DEMOLITION PLAN } BUSH /SHRUB INCORPORATED INTO THESE DRAWINGS AS A RESULT. SOIL FINES FROM FOUNDATION AREAS WILL NOT BE 4 C1.2 ON —SITE GRADING, DRAINAGE, AND PAVING PLAN PERMITTED. DEWATERING SHALL BE INCIDENTAL- 5 C1.3 SOLBERG ST. FRONTAGE IMPROVEMENT PLAN AND PROFILE �f TREE (CONIFER) 6 C1.4 ALLEY FRONTAGE IMPROVEMENT PLAN AND PROFILE V 7 C1.5 EROSION CONTROL AND DRAINAGE DETAILS AND NOTES TREE (DECIDUOUS) SURVEY MONUMENTS DAMAGED STRIPING NOTE 8 C1.6 DRAINAGE DETAILS 9 C1.7 PAVING DETAILS AND NOTES �- A- SIGN A PROFESSIONAL LAND SURVEYOR MUST OBTAIN A PERMIT CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED 10 C1.8 MISC. DETAILS 11 C2.1 WATER AND SANITARY SEWER SERVICE PLAN FROM THE DEPARTMENT OF NATURAL RESOURCES PRIOR TO STRIPING ON THE ADJACENT PUBLIC ROADWAYS AS A RESULT 12 C2.2 WATER DETAILS AND NOTES ■ BARRICADE DISTURBING OR REPLACING ANY SURVEY MONUMENTS. OF THIS PROJECT'S CONSTRUCTION. 13 C2.3 SANITARY SEWER DETAILS 14 C2.4 MISC. NOTES AND DETAILS w w w 7W z ° 0 0 0 0. N U U U U U U U U a 0- (L a 0 0 0 0 w w w w Q D LA \ N \ n N N pJ 0 z 3 IL o W H J V , d 0 O J W � U I'y W z W W cc W ° v > o O LL. V) V � ce � m a H �i o oe IL O W W 4 � o d f m vi o U U ~ z � m m m °w Z m o W t U � J o a I U N 0 R 000, .y 97401 TONAL r' s co O u E w Ln co rn >I o E O fu rn Q c: N N O o o a O a co E O c � a O m re 3 fo � J c cu Do, v r w 0 U JOB NUM ER: 14004 DRAWING ME: 14009 —C VR cooll SHEET: 1 qF14 �a r �1 ..�, 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 No.1252 ELEVATION = 347.206 ,. 8 +45.00 = 'sTA. 1 +00.00 SOLBERG ST. & ALLEY R/W CENTERLINE IINTERSEC11ON YELM AVE. & SOLB RGOST. SEC 19, TWP 17N, R GE 2E, W.M. R/W CENTERLINE INTERSECTION I I I I I I I I I I I I I W I Z J �I Q '1 w O) i "I I I FOUND 1/2" IRON PIPE _ 0.45' BELOW ASPHALT YELM ! AVENUE ii ,b g I PG' R35.0' tJ.. i" l yr 00 +6 v� I I -16.0'- T� Y (�J Q w � I I N v1 SCALE: 1"=10 FEET I 0 5 10 20 I BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS USGS -PTS -6 & 1252 25 JA ° a d L24.6' L d 10.0'- w, Z. J i i 0 i f-- a 4 �. d° O' O D N 4 d d a ° 23.0' a 6.5 72.0' 4 9.0 10 7.5' 8.0' 6.0' (TYP.) 51 MIN. 6.0 20.0 LONG RAMP ° LANDING 5.5 S49'30'08 "E 100.00' 1 1O.0' ALLEY I - - - - O OI oI 0 r�l �I 0 OI M O �I R15.0' 3.0' m ° EX. SIDEWALK 4 8.0' ,I�- 6.0' 37.5' N49'30'12 "W 100.00' -I d 1 5, BUS STOP 6' R/W DEDICATION 4.0' ° A /7 7/ .�_ --1- RIGHT -OF -WAY DEDICATION L--- - - - - -- -I - -1 d PROPOSED PHYSICAL 4 THERAPY OFFICE 34.0' d 8qA' 4.0' 6.0' .�- -14.5 2.4.75 R3.0' (TY'•) 101 u LL - - - -� 5.0' 4. Oa ° d d O N d 20.0' o 0 V R3.0' d z (TYP. ) a 4d 23.Or a a RIGHT -OF -WAY LINE "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" _ O _ - EXISTING SHED ° 4 R3.0' (TY'•) 101 u LL - - - -� 5.0' 4. Oa ° d d O N d 20.0' o 0 V R3.0' d z (TYP. ) a 4d 23.Or a a RIGHT -OF -WAY LINE "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" _ O _ - EXISTING SHED w w w w Z O N O U O U O U O U} U U U U w w w w a (L a m z z z z O O o O Lo Lo t s D \ c*4 n \ M N O Z N M) 1 3 Ili W N IL O U Z IL Q ' O � F__ � c Z z . O L N u W Ne > Z per. O a W N >� IL rc^ O W �� L IL W J � 4 � � I m d a O II o U U m m' w Z m 0 w c� W U 2 J U Q D U V) O 1� NER n y�� a 97401 ZONAL G a� m ai O U a) 01 Ln w co o a, u u, ca m Q N N •a o � o •p o m E o > c a O rn 3 co C r2 v c J rn c v c 01 u w O V JOB NUM ER: 1400 DRAWING AME: 14009_ CPL C002 SHEET. 2 OF 14 FOUND 1/2" IRON PIPE - 0.45' BELOW ASPHALT 'ELM SD CB # 151 TYPE I RIM = 345.80 (SOLID) IE= 342.69 8" SE TYPE 11 G RIM = 344.51' r 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 00 +O1 A I a o cv � N 0 A VENUE WEST 4 � (SR 5-10) �- G _ SD CB # 211 TYPE I G M 3 46z-5 G 8 IE= 343.90 12" NE &SW SAWCUT LINE i SEC 19, TWP 17N, RGE 2E, W.M. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" CONSTRUCTION NOTES O1 INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PROJECT SITE IF DIRECTED BY OWNER. OINSTALL TEMPORARY SILT FENCING (BMP C233) AROUND PROJECT PERIMETER AND AS NEEDED TO CONTROL SEDIMENT RUNOFF PER DETAIL ON SHEET C1.5. OCONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (BMP C105) PER DETAIL ON SHEET C1.5. LOCATION SHOWN IS FOR REFERENCE ONLY. COORDINATE LOCATION WITH CITY OF YELM PUBLIC WORKS INSPECTOR. O4 INSTALL 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 WITH FAIRPOINT COMMUNICATIONS. 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. ORELOCATE 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, REMOVE, AND DISPOSE OF EX. ASPHALT AS SHOWN. REMOVE EX. ROAD SECTION AS NEEDED TO ACCOMMODATE NEW 4" DEPTH OF PAVEMENT. SEE SOLBERG ST. SECTION A -A DETAIL ON SHEET C1.7 FOR REFERENCE. CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER AND CITY PUBLIC WORKS 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 No.1252 ELEVATION = 347.206 G G r r 3 3 G w w w EP b "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" CONSTRUCTION NOTES O1 INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PROJECT SITE IF DIRECTED BY OWNER. OINSTALL TEMPORARY SILT FENCING (BMP C233) AROUND PROJECT PERIMETER AND AS NEEDED TO CONTROL SEDIMENT RUNOFF PER DETAIL ON SHEET C1.5. OCONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (BMP C105) PER DETAIL ON SHEET C1.5. LOCATION SHOWN IS FOR REFERENCE ONLY. COORDINATE LOCATION WITH CITY OF YELM PUBLIC WORKS INSPECTOR. O4 INSTALL 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 WITH FAIRPOINT COMMUNICATIONS. 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. ORELOCATE 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, REMOVE, AND DISPOSE OF EX. ASPHALT AS SHOWN. REMOVE EX. ROAD SECTION AS NEEDED TO ACCOMMODATE NEW 4" DEPTH OF PAVEMENT. SEE SOLBERG ST. SECTION A -A DETAIL ON SHEET C1.7 FOR REFERENCE. CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER AND CITY PUBLIC WORKS 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 No.1252 ELEVATION = 347.206 �0_ r r r 3 3 w w w w Z 0 t/► U U U U U U U U w w w w a a m m 0 0 0 0 M r N Z r N n 'o. � 3 IL W Z ? F J V , r d 0 O J W � U Z �Z z; J 44 0 F__ uj O� o F­ \3 Z p 0 O — H �. . V 0 LL. CA z W O 3 _.. v W Op d a m W cc ol W H W 4 W M C d m a w o t U II O U � m } m W Wm Z Y a U U LLJ cr _j � J U W 2` C3 Cl U N Q O 1� y� 87401 IOIJpy C' n c a� O U E N Ln ao �, E > o o U @ fu fu m Q ,.o d's V T-i Ln Lr o o L o Q m E o 3 ol c a O i° fy 3 fu v J Q1 C N ij W O > U JOB NUMBER: 1400 DRAWING NAME: 14009_ SC CIA SHEET: 3 Cf 14 _l� I f y� - WIN STA. 10 +00.00 = SEC 19 TWP 17N, GE 2E , W. M . YELM R/W CENTERLINE INTEECTION R I 3: OO +p - - - - o - - - - - - - - - - - - - - - - - - FOUND 1/2" _ IRON PIPE 0 z 0.45' BELOW I a_ 0 ASPHALT = P. YELM I I I SD CB # 151 TYPE I - - 8 "CONC RIM = 345.80 (SOLID) I I SD IE= 342.69 8" SE I I I i I I I I +\�' ?\NT P� wl ZIJ rl Q 3 'I 0 A VENUE WEST on (SR 510) 0 a_ G �IE=3143.90 SD CB 211 TYPE I M 346- G G G G G G G G _ 12" NE &SW _ }346.89 EP - - - - - - ----- - -.- 1346.39 w a EX. SIDEWALK 1� CB#4 IE= 343:64 4 N49'30'12 "W 100.00' ,'- RIGHT-OF-WAY d• MATCy MATCH LINE 345 9 Elf EX. mss-- -- - --- -- -- -- -- r -- - - - - - -� r-- - - - -1- - - - 1 d a -�. 6 d I; N PROPOSED PHYSICAL d 4 THERAPY OFFICE X55' I FF= ±347.4 I L 5 6 3 5 ° APPROX. DOOR LOCATION (SEE d ARCHITECTURAL PLANS FOR ;D SD 4 REFERENCE) Z r Lj 4. z L� 346.09 �- - - -- -- - --1 0 0 L - -- RD RD -� RD ro `� 0D. F! CO 347.26 347.26 CB# CO o ° 346.35 ° .. 347.20 . 37.20 I d ° . 347.0 a yo1'LO �I 34535 SIDEWALK �US14 WITH PANG 34 0 d cn ii w -� o o o ° 6 °o: 0 of 9 O d CURBS 0 TAPER TOPS OF w MATCH CONC ETE,SIDEWALK, TO o AND /OR ASPHALT GRADES -- / - o z 00 +6 341 5 347.50 03 34s 04 347.00 d . 03 0 8 9 1w 3 7 8 'i I �Ft. CDI I ¢ ; I z w z w w 1 �v. i I I I I SD CB # 151 TYPE I - - 8 "CONC RIM = 345.80 (SOLID) I I SD IE= 342.69 8" SE I I I i I I I I +\�' ?\NT P� wl ZIJ rl Q 3 'I 0 A VENUE WEST on (SR 510) 0 a_ G �IE=3143.90 SD CB 211 TYPE I M 346- G G G G G G G G _ 12" NE &SW _ }346.89 EP - - - - - - ----- - -.- 1346.39 w a EX. SIDEWALK 1� CB#4 IE= 343:64 4 N49'30'12 "W 100.00' ,'- RIGHT-OF-WAY d• MATCy MATCH LINE 345 9 Elf EX. mss-- -- - --- -- -- -- -- r -- - - - - - -� r-- - - - -1- - - - 1 d a -�. 6 d I; N PROPOSED PHYSICAL d 4 THERAPY OFFICE X55' I FF= ±347.4 I L 5 6 3 5 ° APPROX. DOOR LOCATION (SEE d ARCHITECTURAL PLANS FOR ;D SD 4 REFERENCE) Z r Lj 4. z L� 346.09 �- - - -- -- - --1 0 0 L - -- RD RD -� RD ro `� 0D. F! CO 347.26 347.26 CB# CO o ° 346.35 ° .. 347.20 . 37.20 I d ° . 347.0 a yo1'LO �I 34535 SIDEWALK �US14 WITH PANG 34 0 d cn ii w -� o o o ° 6 °o: 0 of 9 O d CURBS 0 TAPER TOPS OF w MATCH CONC ETE,SIDEWALK, TO o AND /OR ASPHALT GRADES -- / - o z 00 +6 341 5 347.50 03 34s 04 347.00 d . 03 0 8 9 1w 3 7 8 'i I d CDI I z w z w w w Y �/1 o o d i w 0 97 ., INSPECTION PORT 4 4 w T WATER MAIN AND CONTACT ENGINEER IMMEDIATELY w cf) w SDMH #426 IF THERE WILL BE A CONFLICT WITH THE NEW STORM MAIN TYPE II D I 3 O RIM = 344.51' W /BEEHIVE GRATE 345.20 W /CENTER CONE 347.10 3474 IE= 339.83' (8 ") PVC SW ATCH U IE= 339.81' (8 ") PVC NE IE= 340.05' (4 ") PVC NW 'EX. 25 4. 8 +45.00 = STA. 1 +00.00 SOLBERG ST. & ALLEY R/W CENTERLINE INTERSECTION SS o I d 2 z w z w w w z ° 0 o o d CONTRACTOR SHALL POTHOLE EX. 97 ., INSPECTION PORT 4 4 w T WATER MAIN AND CONTACT ENGINEER IMMEDIATELY cf) w 0 \' IF THERE WILL BE A CONFLICT WITH THE NEW STORM MAIN 3 6.25 345.20 347.10 3474 ATCH U af Cc 'EX. 25 > 3uze DO- 345.73 RIM , r- 5 O a a a 67.66 18.4 3 000 � a CB #2 17.0 a N w w w 3 346.:13 345. 6 3 345.61 347. 346.90 _ cr SS T SS CB 1 T - SS _ _ SS W W :W S49.30'08 "E 100.00' SS SS - G G G SS -- -�- - ¢S --��_ • G SS �- - -- -- - -_ -- �C �► �j SS N>'LJ� SS S - U O0.5 + _ _p+8,, _ - T W W �- W T _ _ - T -- - ---T .,_ W - - -- - W ---��- -o - - J 9 ,� a W W W ,., __ -- -7 \ \ N + clu . _ o I z I 3¢s z w z w w z ° 0 o o / CONTRACTOR SHALL POTHOLE EX. N U U w T WATER MAIN AND CONTACT ENGINEER IMMEDIATELY cf) w 0 \' IF THERE WILL BE A CONFLICT WITH THE NEW STORM MAIN \ 345.20 ATCH U af 25' 'EX. 25 > O a a a 000 X "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" EXISTING SHED 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 67.661 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 INSTALLATION GUIDELINES. 30" RIM = 345.79 24" RIM = 345.73 IE= 342.75 (12" IN) IE= 340.42 (24" OUT) O3 INSTALL CATCH BASINS PER PLAN AND SCHEDULE THIS SHEET AND WSDOT STANDARD PLAN B- 5.20 -01 (CB #2). OINSTALL 12 00 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 11GHTUNE 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 LOCA11ONS WITH BUILDING CONTRACTOR. PROVIDE MIN. 12" COVER. OCONSTRUCT CONCRETE SIDEWALKS PER PLAN AND DETAILS ON SHEET C1.7. MAX. LONGITUDINAL SLOPE SHALL NOT EXCEED 5X 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 6" THICK CONCRETE (CLASS 3000) REFUSE/RECYCLING CONTAINER PAD OVER 2" CSTC LEVELING COURSE OVER APPROVED SUBGRADE AND INSTALL CMU ENCLOSURE. MAX. SLOPE IN ANY DIRECTION = 0.5X. SEE REFUSE ENCLOSURE DETAIL ON SHEET C2.4. O8 CONSTRUCT NEW ASPHALT DRIVE AISLE AND PARKING LOT AREA PER ASPHALT PAVING SECTION DETAIL ON SHEET C1.7. MAX. SLOPE ACROSS HANDICAP STALLS IN ANY DIRECTION = 2X. OINSTALL 6" HIGH TYPE 6 EXTRUDED CURB PER PLAN AND WSDOT STANDARD PLAN F- 10.42 -00. TAPER TOP OF CURB DOWN TO MATCH CONCRETE, SIDEWALK, AND /OR ASPHALT GRADES AT /NEAR END OF CURBS. 10 INSTALL 4" WIDE PAINTED WHITE STRIPING LINES FOR PARKING STALLS AND AS SHOWN. PROVIDE ACCESSIBLE STRIPING AND SIGNING PER ADA REQUIREMENTS (SEE ACCESSIBLE PARKING STALL DETAIL ON SHEET CO.2 FOR REFERENCE). 11 INSTALL CONCRETE WHEEL STOPS PER PLAN AND DETAIL ON SHEET C1.7. (TYP. OF 15). POST - CONSTRUCTION SOIL QUALITY AND DEPTH ALL DISTURBED PERVIOUS AREAS (INCLUDING LANDSCAPING AREAS) SHALL CONTAIN SOILS MEETING THE POST- CONSTRUCTION SOIL QUALITY AND DEPTH REQUIREMENTS PER BMP T5.13 OF THE WSDOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, 2012. SEE SHEET C1.5 FOR REQUIREMENTS. 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) ILLSTALL 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 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 z z w z w w z ° 0 0 0 N U U U w �7_ U U U a a a 000 w w w cr Ir cr U to a ,� n \ \ N ° z N K) d W J _V IL O J W U O Ili o Z ;v c 4c L6 N IL w ILI /� V Q �, U W Z d a d NN au N l o Z t O L > o d m a 8 7 to II U U r r °D m O m w ° w z U U J 0 U cn 0 Of R ENE 37401 ONAI. y s a� 00 v w E ° X 0 m m rn Q N N N •� X '� p p a CO E '� > 00 aO E rm m c ca v Z � w J fY ' W c W au Z cu r_ U' w O Z W > U JOB NUMB O: 14009 DRAWING NA E: 14009_DR 3L C1. SHEET. 4 OF 14 C) 0 SOLBERG ,S'T'REET SW C-) limiiiiiiiiiiP A `' S40'30'01 "W 310.01' 1+00 �- 8 + / 6 J + 0 ` 1 �0 ` °' 8 7 `15 stral 346 344 NSA 340 m w.. 4 w a; 41 .p h I G7 V I DOum (f, 4, o0 2 Z z > � O �mm� I O mN O, +I 0 ^I ;;um x ucf) 04 L 4� W 60 JIA. IUtUU.UU = YELM AVE. & SOLBE:RG ST. R/W CENTERLINE INTERSECTION W I W W I _.I 1 P P P- - P J y S SD 12 "CONC SD SD I 'I I � 7 I I CII m CA O � N N f S� m T ba R. m C/, STA. 8 +59.50 ---- - - - - -- STA. 9+76.53, 50.92' RT. �I BEGIN CURB, GUTTER & GUTTER FLOW LINE SIDEWALK IMPROVEMENTS W END CURVE w GUTTER FLOWLINE ELEV.= 345.25 3 ELEV. =±346.39 (MATCH EX.) STA. 10 +00.00 SOLBERG ST. SW & YELM AVE. W I STA. 9 +41. 53, 16.00' RT. STA. 9+66,25, R/W CENTERLINE INTERSECTION STA. 8 +45.00 = 1 +00.00 GUTTER FLOW LINE 10 4 BEGIN CURVE x U & ALLEY R/W CENTERLINE ELEV.= 345.52 El EV.= 345.96 At EXISTING GRADE AT INTERSECTION RIGHT--OF-WAY CENTERLINE w w__ GUTTER FLOW LINE GUTTER FLOWLINE 345. 21 om ELEV.= 345.21 U Z Z W v W W W - ____ --- N'a W W CB 1 W \ / S =0.018 FT /FT c+ g . M. m LLI O m p9.= W � � W 44.84 W W 4 12NE - IE�43.17 12 F- ! J EXISTING F P OVERHEAD PO- WER�INE P 0 000e Z oe°a o a.... �. a 3.0 p p 1E= 34;,66 8" NW LJ..I / .... aP ���� .... W P - E? Ia: 120.1' �IG�IT- OF -6VAY LINE $D eevo P P P {, I / STA. 8 +45.00 16.0' !RT.: � cn v N (MIN.) A TYPE 1 CATCH BASIN #1 Lo N to N / U z r M n rn� r i n IE= 342.1 W $ I� � � �� �� 12 M r7 j r7 9, W I 1 21 I- 2 13 . / V . 4 0 O � W � � U Z W Lu J o HW4' v a Cc 0 ° CONTRACTOR SHALL POTHOLE Cc IL z � W?Z o 4c 0 N F BENCH & SIGN 0 Z > ul EX. WATER MAIN AND CONTACT y a t M n" lu Z o W g O i I (SEE ARCH. PLANS) � W U. ENGINEER IMMEDIATELY IF THERE WILL BE A CONFLICT � � � J Q 0 CK m a i t_ U f O U r r m m Q WITH THE NEW STORM MAIN 0 m 0 z 0 -cc L) -i V) LLI M 0 U N 1h 5hI NEAR stral 346 344 NSA 340 m w.. 4 w a; 41 .p h I G7 V I DOum (f, 4, o0 2 Z z > � O �mm� I O mN O, +I 0 ^I ;;um x ucf) 04 L 4� W 60 JIA. IUtUU.UU = YELM AVE. & SOLBE:RG ST. R/W CENTERLINE INTERSECTION W I W W I _.I 1 P P P- - P J y S SD 12 "CONC SD SD I 'I I � 7 I I CII m CA O � N N f S� m T ba R. m C/, STA. 8 +59.50 STA. 9+76.53, 50.92' RT. S= 0.0026 ET FT BEGIN CURB, GUTTER & GUTTER FLOW LINE SIDEWALK IMPROVEMENTS W END CURVE w GUTTER FLOWLINE ELEV.= 345.25 ELEV. =±346.39 (MATCH EX.) STA. 10 +00.00 SOLBERG ST. SW & YELM AVE. W z O STA. 9 +41. 53, 16.00' RT. STA. 9+66,25, R/W CENTERLINE INTERSECTION STA. 8 +45.00 = 1 +00.00 GUTTER FLOW LINE GUTTER FLOW LINE SOLBERG ST. SW GUTTER LINE BEGIN CURVE MID CURVE U & ALLEY R/W CENTERLINE ELEV.= 345.52 El EV.= 345.96 EXISTING GRADE AT INTERSECTION RIGHT--OF-WAY CENTERLINE w w__ GUTTER FLOW LINE GUTTER FLOWLINE _ ELEV.= 345.21 U Z Z -� U - - - - -_- - - - - - - - - - J!,� Of W - - - - - S =0.018 FT /FT 8+ 1 U HORIZONTAL SCALE: 1"=10 FEET VERTICAL SCALE: 1"=2.00 FEET J +UU "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 10 +00 I � • 346 344 z r O r z m 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 FlELD 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 LOCATION 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. O5 REPLACE 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 CONSTRUCT ROADWAY PER PLAN, PROFILE AND DETAIL ON SHEET C1.7. PROVIDE EMULSIFIED ASPHALT GRADE CSS -1 TACK COAT ALONG SAWCUT EDGE WHERE APPLICABLE. 11 CONSTRUCT MIN. 6' LONG RAMP PER PLAN. MAX. MAX. LONGITUDINAL RAMP SLOPE = 8.396. PROVIDE CURB ON EAST SIDE OF RAMP. 12 STA. 9 +61.82, 22.48' RT. (CENTER OF RAMP AT GUTTER FLOW LINE): CONSTRUCT CURB RAMP PER PLAN AND DETAIL ON SHEET C1.8. 13 INSTALL DETECTABLE WARNING SURFACE PER DETAIL ON SHEET C1.8. 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 1.5' DEEP BY 6' WIDE WIDE BUS STOP PAD (4" CONC. OVER 2" CSTC OVER COMPACTED SUBGRADE) BEHIND EX. SIDEWALK PER INTERCITY TRANSIT BUS STOP SPECIFICATION GUIDELINES. PROVIDE MAX. 2% SLOPE DOWN TO BACK OF SIDEWALK. CONTRACTOR SHALL ENSURE THERE IS AN OVERALL 8' DEPTH FROM FACE OF CURB TO BACK OF NEW PAD. 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 ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 . S= 0.0026 ET FT W a w W z O O O O O VIPROPOSED N U �!~ U U GRADE AT w w__ _ GUTTER FLOWLINE U Z Z U U W J!,� Of W W m LLI O m a- m F- ! J N 0 0 Z 0 LJ..I U W W W W ^ STA. 8 +45.00 16.0' !RT.: \ v N \ M TYPE 1 CATCH BASIN #1 Lo N to N RIM= 345.21 U z r M n rn� r i n IE= 342.1 �� I� � � �� �� M r7 j r7 9, W I 8+ 1 U HORIZONTAL SCALE: 1"=10 FEET VERTICAL SCALE: 1"=2.00 FEET J +UU "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 10 +00 I � • 346 344 z r O r z m 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 FlELD 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 LOCATION 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. O5 REPLACE 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 CONSTRUCT ROADWAY PER PLAN, PROFILE AND DETAIL ON SHEET C1.7. PROVIDE EMULSIFIED ASPHALT GRADE CSS -1 TACK COAT ALONG SAWCUT EDGE WHERE APPLICABLE. 11 CONSTRUCT MIN. 6' LONG RAMP PER PLAN. MAX. MAX. LONGITUDINAL RAMP SLOPE = 8.396. PROVIDE CURB ON EAST SIDE OF RAMP. 12 STA. 9 +61.82, 22.48' RT. (CENTER OF RAMP AT GUTTER FLOW LINE): CONSTRUCT CURB RAMP PER PLAN AND DETAIL ON SHEET C1.8. 13 INSTALL DETECTABLE WARNING SURFACE PER DETAIL ON SHEET C1.8. 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 1.5' DEEP BY 6' WIDE WIDE BUS STOP PAD (4" CONC. OVER 2" CSTC OVER COMPACTED SUBGRADE) BEHIND EX. SIDEWALK PER INTERCITY TRANSIT BUS STOP SPECIFICATION GUIDELINES. PROVIDE MAX. 2% SLOPE DOWN TO BACK OF SIDEWALK. CONTRACTOR SHALL ENSURE THERE IS AN OVERALL 8' DEPTH FROM FACE OF CURB TO BACK OF NEW PAD. 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 ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 W W w W z O O O O O N U U U U U U U U W W W W m a. m a- m m N 0 0 0 0 0 W W W W ^ 0 \ N \ N \ M U z N t� d j 9, W I I- V IL 0 O � W � � U Z W Lu J o HW4' v a Cc 0 ° Cc IL z � W?Z o 4c 0 N .j ni 0 Z > ul y a t M n" lu Z o W g O i IL � W U. � W J Q 0 CK m a i U f O U r r m m } 0 m 0 z 0 -cc L) -i V) LLI M 0 U N 1h 5hI NEAR �h 37401 10�, plt� m O U E N Ln w X a� @ E o m a, u m n Q N N N 11 Q) o O L 0 O d co c 0 0 3. d O a z � ~ J F W W � z c r z cn w O W u JOB NUMBER 14009 DRAWING NAME: 14009_FIP Clw3 SHEET. 5 OF 4 i I I I I I I I D iC SW 'C NE iC NW 6. ts+40.UU = JIA. l+uu.VV SOLBERG ST. & ALLEY R/W CENTERLINE INTERSECTION 348 346 344 K11yA vul Y J Q 3 Li 0 zz w — 1 O 1 SS SEC 19, TWP 17N, RGE 2E, W.M. r Ld d co d 47.60 347.10 3474 0 Li ..........o0 0000 .............. w 46.13 347. 345.63 B 346.90 q0 345.61 S49'30'08 "E 100.00 _ SS - SS - SS S SS T W W ' y G G G SS - --�- -- �� SS T SS rq�t1 7` T— _ T �---� -- �e� — W G W 00'S1k +8 - -�4 — T —T -- T ----- _— (z — C) + --!_ N ?� W —�"— W W, W W W _ tlRJ -- V Csi + o I I 10.0 B ALLEY R/W .� a- I 1 1 0 I �4 r Ld EDGE OF NEW PAVEMENT IS SHOWN AT THE RIGHT —OF —WAY 0 I o T -1, LINE. EDGE OF PAVEMENT MAY NEED TO BE OFFSET FROM V' I I w RIGHT —OF —WAY LINE BY 6 " -12" IN ORDER TO PROVIDE FOR 3 I ADEQUATE SPACE TO MATCH BACK TO EXISTING GRADES w 345.20 Lu I ALONG RIGHT —OF —WAY LINE. CONTRACTOR SHALL ATCH EX, I COORDINATE WITH ENGINEER AND CITY INSPECTOR AFTER THE 25' I 25' PROPOSED GRADES HAVE BEEN STAKED BY A SURVEYOR. 0 z cn X I wa_ I a I I T 00 +2 I EXISTING SHED z STA. 2+25.00 o END ALLEY IMPROVEMENTS a R/W CENTERLINE ELEV.= 348.87 _ \ J STA. 1 +00.00 8 +45.00 } rn Z EXISTING GRADE AT ALLEY & SOLBERG ST. SW w r: ,ri RIGHT —OF —WAY CENTERLINE R/W CENTERLINE a + a (ROADWAY CENTERLINE) INTERSECTION •- 0 II — ELEV.= 345.54 co N °6 z Sri ¢ it w — +W w - � V) -Wi S 0 037 FT �FT Z�r� N W ig Fa --O -1WJ NN LL. UW ---moo PROPOSED GRADE AT 5 - -0 02 FT RIGHT —OF —WAY CENTERLINE AFT' S = 0 02 FT/FT (ROADWAY CENTERLINE) w w APPROX. LOCATION OF EX. Z WATER MAINS w STA. 1+16.00.: RIM= 345.21 ro J ° ° � IE= 342.91 w � P7 I`7 r7 M M 0+80 1+00 2+ 00 HORIZONTAL SCALE: 1 " =10 FEET VERTICAL SCALE: 1"=2.00 FEET "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" i 346 344 342 i� � A / CONSTRUCTION NOTES O1 CONSTRUCT ROADWAY PER PLAN, PROFILE AND ALLEY SECTION B -B DETAIL ON SHEET C1.7. O2 PROVIDE 25' LONG GRAVEL TAPER FROM END OF NEW PAVEMENT TO EDGE OF EX. GRAVEL AS SHOWN. 2" CSTC OVER 6" CSBC. O3 REGRADE 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 r r r r z z z z Z 0 U U U U S U U U U W W W W a a 0- m 0 0 0 0 !n N fN VI W W W W Lo Lo Lo r N O Z N M Q 3 IL W V II 0 0 W U !, r W e. W � Z O ul LL. V F p o cc IL Z UA — Z c �, 4C W6 w W W � 'O u cc =� F" J � a = a Z d I O x 11 H W L d m 6 IL Q 0 U U 444 II m m r °w m o z 0 Lii W w 2 0 Q M 0 0 V! C3 1lb .bI`�l � NER M 97401 r01JpI, � O o) Ln 00 0 � E 0 0 r) L O) Q I* tD� 4 U N N N '� a) %` L f0 Lf1 Ln x 00 0 0 m E 3 _� o 0 3 aO rn M 3 O � a z w J d■ ce W W PON z w O Lu JOB NUMB R: 14009 DRAWING N ME: 14009_FI L2 C1. SHEET: 6 0 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 NOTES: • 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 bermanent road or drainage design (e.g. size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). • The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the appliccnt /contractor until all construction is completed and approved and vegetation /landscaping is established. • The clearing limit boundaries shown on this plan shall be clearly flagged in the field prior to constriuction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the applicant /contractor for the duration of construction. • The ESC facilities shown ory this plan must be constructed in conjunction with all clearint 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 or, this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and to ensure that sediment arnd sediment -laden water do not leave the site. • The ESC facilities on active sites shall be inspected daily by the applicant /contractor - -and maintained, repaired, or augmented as necessary to ensure their continued functioning. • The ESC facilities on inactive sites shall be inspected monthly and within 48 hours following a major storm event (1" rainfall in 24 hours) by the applicant /contractor - andl 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 treated to remove sediment. At no time shall more than 1 foot or 1/3 c>f the sump volume (whichever is less) of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to project completion and acceptance. The cleaning operation shall not flush sediment -laden water offsite without treatment. • Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to ensure that all paved areas are kept clean for the duration of the project. • Roads shall be cleaned thoroughly as needed to protect downstream water resources or storm w Ater infrastructure. Sediment shall be removed from roads by shaveling or pickup sweeping and shall be transported to a controlled sediment disposal area. • From October 1 through AFTriI 30, no soils shall remain exposed and unworked for more than 2 days. From May 1 to September 30, no soils shall remain exposed and unworked for more than 7 days. Soils shall be stabilized at the end 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 riot. The local permitting authority may adjust these time limits if J It can be shown that a development site's erosion or runoff potential justifies a different standard. • From October 1 through AFTrll 30, clearing, grading, and other soil- disturbing activities shall only be permitted if shown to the satisfaction of the local pe=rmitting authority that the transport of sediment from the construction site to receiving waters will be prevented. • Soil stockpiles must be staibilized and protected with sediment - trapping measures. • All pollutants, including waste materials and demolition debris, that occur on site during construction shall be handled and disposed of in a manner that does not cause contamination of stormwater. Woody debris may be chopped anq spread on site. • Maintenance and repair of 'heavy equipment and vehicles and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff must be conducted using spill prevention measures, such as drip pans. Report all spills to 911. • Water from most dewatering operations shall be discharged into a sediment trap or pond. Clean, non - turbid water may be discharged to state surface waters, provided 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 coffierdam shall be handled separately from stormwater and properly disposed. 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 n p y a a copy of a 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 h . / 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. T 2'0' 12' MIN. FILTER FABRIC MATERIAL 60' WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 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.html 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 EQUIVALENT, IF STANDARD STRENGTH FABRIC USED BURY BOTTOM OF FILTER MATERIAL IN 8' x 12' TRENCH 6' MAX 2' x 2' WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE.- STEEL FENCE POSTS 2' x 2' x 14 Go WIRE FABRIC OR EQUIV. ;o FILTER FABRIC MATERIAL o H 000 . 000 000 MIN. 47X4' TRENCH. °0o a 5'0' PROVIDE J /4' TO 1 1/2' 00 WASHED GRAVEL BACKFILL 000 1000 L__ 2' x 2' IM70D POST ALT. STEEL FENCE POSTS SILT FENCE DETAIL N.T.S. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" / PO �O 4- 8" _J INSTALL CULVERT IF QUARRY A ROADSIDE DITCH SPALLS IS PRESENT GEOTEXTILE 12' MINIMUM THICKNESS II 00. G� i �O CONSTRUCTION ENTRANCE DETAIL N.T.S. CARSON 910 PLASTIC BOX (OR EQUAL) W/ MECHANICAL WINGNUT PLUG. SET CAP TO GRADE. OUTSIDE PAVED AREA SEE PAVING SECTION DETAILS ..�.. ....�„ An Annnul 12" RECESSED HANDLE TYPE COVER LYMPIC FOUNDRY VB 950 10 „ :63:/ 4" VALVE BOX (OR EQUAL) 8 3/4„ COMPRESSION PLUG INSIDE PAVED ROADWAY NOTE: 6" PIPE CONCRETE COLLAR MAY BE ELIMINAkTED 45' WYE WHEN CLEANOUT IS LOCATED IN SIDEWALK AREAS (NON- TRAFFIC AFZEAS). SEAL WITH SILICONE OR APPROVED EQUAL SEALER 6 " -45' ELBOW 11 l FINISHED GRADE 6" PVC SDR 35 1 ^JF-- - - - - -� ROOF DRAIN PIPE I I X S =1% (MIN.) J - - - - V WHERE APPLICABLE ROOF DRAIN CLEANOUT DETAIL N.T.S. Z W Z W Z W Z W Z 0 N U U U U MW U U iJ U W LL' tr Of a a a m 0 0 0 O O O O S 5 5 5 W a a a LO Ln LO LO \ L>0 \ n l7 \ 4c, M O Z N M Q 3 lIL 4 W V y � J II O W F- � U W a Z Z O J Z v F O 4C log c I. Co Z J z v Z 0 O W Co (P 0. O .4 a CL W 8 CC Z ` IL W W W ( R W C> 4 o o � 6 m Q � � o U U M } r m W m o �`' Z 0 < w V) W O Q W � U IU/I 15 NER .y 37401 IpNAI, E4C' c a� Go O v U E Q) 00 w x O w O 0) It M Z >¢ > N N N .O x 1-° 0 0 a ED E • _ 00 M O M M C Z J LU .L W N Z H C p1 C O W U JOB NUMBE 14009 DRAWING NA : 14009_ECD T CIE SHEET. 7 OF 4 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 24" PREFABRICf Tr r" " "" 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 SF�ECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO hTANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS ANID IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. 67.66' ACCEPTABLE FILL MATERIALS: STORMTECH SC -740 CHAMBER SYSTEMS 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 AASHTQ MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIPTION AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED y o ° CLASSIIFICATIONS REQUIREMENT oo FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS BY SITE DESIGN ENGINEER) 1 PERIMETER STONE FROM THE TOP OF THE'C' LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER D � 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 SCALE: N.T.S. GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. 18" (2.4 m) MATERIAL AND PREPARATION REQUIREMENTS. .�.."...�.,., MAY BE PART OF THE'D' LAYER BEGIN COMPACTIONS AFTER 12" (300 mm) OF 450 mm MIN' MAX ( ) T " �SFiTO M145+ U U A-1, A-24, A MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL - GRADED SOIL /AGGREGATE MIXTURES, <35% -3 COMPACT ADDITIONAL LAYERS IN 6"(150 mm) MAX W STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE 30" OR WELL GRADED MATERIAL AND 95% RELATIVE 0- TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASIHTO M43+ DENSITY FOR PROCESSED AGGREGATE 760 mm 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 O O FORCE NOT TO EXCEED 20,000 Ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AASIHTO M43+ B CHAMBERS FROM THE FOUNDATION STONE (W DISTRIBUTION BETWEEN 3/4 -2 INCH (20 -50 mm) 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. LAYER) TO THE'C' LAYER ABOVE, cr (Ell PLATE COMPACT OR ROLL TO ACHIEVE A FLAT A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AASI HTO M43 OF THE CHAMBER. DISTRIBUTION BETWEEN 3/4 -2 INCH (20 -50 mm) 3, 357, 4, 467, 5, 56, 57 SURFACE. Q 3 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. NOTES: 1. SC -740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS ", OR ASTM F2922 "STANDARD SPECIFICATION F R 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 WALL STORMWATER COLLECTION CHAMBERS ". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION 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 REPLPkCE THE MATERIAL REQUIREMENTS OF LAYER'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ;LEANOUT d ❑ cn F Q cr Q Y LU p Z Y w J = z U ❑ � J � } W c L�j N (! O (O 3 � C J � g W U � w u o a � BAYFILTER STORMWATER FILTRATION SYSTEM PROTECTED BY U.S. PATENT #6,869,528 NOTE: FRAMES & COVERS PER WSDOT STANDARD PLAN B- 30.70 -03. COVERS SHALL BE MARKED "STORM ". Z ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL DESCRIPTION DATE APPR NOTES: 1. FRAME AND COVERS SHALL BE H -20 TRAFFIC RATED. AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED y o ° z 24" FRAME 30" FRAME 30" FRAME & COVER oo 2. WEIR WALL SHALL BE SEALED ONTO BY SITE DESIGN ENGINEER) 1 PERIMETER STONE & COVER RIMC3045 73 RIM = 345.79 WALLS. D � 1°eor7oM4aFLFJ68LEPAv� W FOR UNPAVED , Myra LanoNSwREA ROwrvw+ Ps nAV °eeuB ] I 8' �� (SEE NOTE 6) 1 DRAWN: PR SCALE: N.T.S. C vGR�AS6cAVERTo24' {Soomm1 CWVgR � 18" (2.4 m) MINIMUM. .�.."...�.,., DWG NO: 6„ (150 mm) MIN 450 mm MIN' MAX ( ) T " U U U EXCAVATION WALL W W (CAN BE SLOPED OR VERTICAL) `t t r 30" m 0- 0- 760 mm to N 0 O 24" & 6" INLET I E _ ±340.30 O O 5 5 5 6" BOTTOM ELEVATION = 339.70 it cr (Ell I sc-740 6" 00 12" (300 mm) MIN END CAP SUBGRADE SOILS (150 mm) MIN 0 51" 0295 mm) " 12" (300 mm) TYP M (SEE NOTE 5) N NOTES: 1. SC -740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS ", OR ASTM F2922 "STANDARD SPECIFICATION F R 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 WALL STORMWATER COLLECTION CHAMBERS ". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION 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 REPLPkCE THE MATERIAL REQUIREMENTS OF LAYER'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ;LEANOUT d ❑ cn F Q cr Q Y LU p Z Y w J = z U ❑ � J � } W c L�j N (! O (O 3 � C J � g W U � w u o a � BAYFILTER STORMWATER FILTRATION SYSTEM PROTECTED BY U.S. PATENT #6,869,528 NOTE: FRAMES & COVERS PER WSDOT STANDARD PLAN B- 30.70 -03. COVERS SHALL BE MARKED "STORM ". Z DESCRIPTION DATE APPR NOTES: 1. FRAME AND COVERS SHALL BE H -20 TRAFFIC RATED. d y o ° z 24" FRAME 30" FRAME 30" FRAME & COVER oo 2. WEIR WALL SHALL BE SEALED ONTO 41f/ WWW.BAYSAVER.COM z & COVER RIMC3045 73 RIM = 345.79 WALLS. DESIGNED: TEP DATE: 12/14 �� w w w @ o � -w w 91 U w U5 40) O = ur g 5 4 w Lm c, O O 0 > ry O a m c (•7 N O Z a a=n wO� MZ Q n O J p J 00 m o w • a a w m i x C 0 4 F SHEET 2 OF 5 w Q Y t ILL w oc J w u U : o U c J � W t c (D o (0 3 c J F- u W U i F o o a a 0 F- 9: U W w Er 3 6 I� d = O - uUu!! w ♦ + Y U r O z r U L N 0� z ? d S o � o� J N m � i Z M 2 = v W ILL J IoM Q It U J 00 ' ^ •U O a I 0 Z s i SHEET 3 OF 5 x w N W O w w F5 2 w 0 x r m `; 8 6" ORIFICE TO FILTER 24" FRAME AND COVER 12" 1 PIPE 0 C' PVC 7ROM FILTER ° WEIR WALL INLET-- o �+ 24" OUTLET PIPE � o INLET IE = 342.75 O r� OUTLET 2•j3' INS Im OUTLET IE = 340.42 LL 4" PVC FROM FILTER PLAN VIEW DESCRIPTION DATE APPR NOTES: 1. FRAME AND COVERS SHALL BE H -20 TRAFFIC RATED. BAYSAVER TECHNOLOGIES 800- 829 -7283 z wWWW z z z 2. WEIR WALL SHALL BE SEALED ONTO 41f/ WWW.BAYSAVER.COM z 0000 WALLS. DESIGNED: TEP DATE: 12/14 3. VAULT INSIDE HEIGHT SHOULD BE 44" 1 DRAWN: PR SCALE: N.T.S. U U MINIMUM. CHECKED: PR DWG NO: COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8'(2.4 m) MIN WIDE STRIP BAYSAVER VAULT SUMP DEPTH TBD BY SITE DESIGN ENGINEE (24" [600 mm] MIN RECOMME INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT SE -CTION A -A SC -740 CHAMBER 6" ORIFICE TO FILTER BAYFILTER PVF -4 -6 -1 STANDARD DETAILS 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE - FABRICATED END CAP PART # SC740EPE24B SC -740 ISOLATOR ROW DETAIL NTS A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE /OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.1 USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. 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 THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY ii) 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. NOTES 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 315W1-K 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) INSERTATEE PART #10N12ST74S1 INSERTA TEE TO BE CENTERED ON CORRUGATION CREST -I I-- 12" (450 mm) MIN WIDTH 6" THICK CONCRETE COLLAR 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W /SOLID HINGED COVER OR GRATE PART #2712AG10N SOLID COVER: 1299CGC GRATE: 1299CGS SC -740 INSPECTION PORT DETAIL NTS 10" (250 mm) ADS N -12 HDPE PIPE SC -740 CHAMBER IL ❑ cn s Q ' r Q Y m r W ❑ o LU ~ w U ❑ ° U J ° } w o o (o J F- ° y W U = w w O 3 o a � w zm Z wf O z�a a ms o° � w U In o w ww a ° �Q f z w N� U mw U� w� ❑ �w a� i �Q W � � Q w i� 0 w Z w wa 0 x r wa yE — O N m L� �a °W O FU oo Q. z wr o QO °a �F ❑ �� f JNO a� m o� M 0 7 LLI o w LU r J �° Dpr+ o w v w rn wZ °5 0 ¢w a❑ gw 0 a_o Z Hig 4 N N SHEET 4 OF 5 i z wWWW z z z z 0000 N U U U U U U U U W W W W CL m 0- 0- 0 to N 0 O O O O 5 5 5 5 it cr (Ell I 00 0 \ " \ M N O Z N M d d I Q 3 W J V cc 1 d O 0 J >_ U �r 1�\ cc {^ J 0 H � W_r W r O 11616 0 cn Z o � � U IL m =D di ku � o i 4 F K W U w f � s O � m 6 Q � 0 m r m W m 0 LJ Z C7 U J W w Ld _ U Q 0 O U N 0 1� NER /y 87401 TONAL �� c N 00 On U W CO us_ X O w co N N N p (p LIl U 00 L ex. m E mO 00 c re)) rm) ty Vy rr^^ � z � c J W W � _c L N Z � c H Q1 LL O Z W > U JOB NUMBS : 14009 " DRAWING NA E: 14009—DR )T C1. SHEET: 8 OF 14 SEC 19, TWP 17N, RGE 2E, W.M. SAW CUT EXISTING PAVEMENT. A MINIMUM 0.25' CLASS 'B' A.C.P. EMULSIFIED CSS-1 TACK SHALLT GRADE BE APPLIED 5 1/2" 6 1/2" (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. 15' JP� PLUS 0.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED 5 1/2" APPLIED IN MAXIMUM 0.17' LIFTS USING PAVING ASPHALT AR4000W. EDGE AROUND 1 "R R 1/2 "R �. .•' I TREE 5 SEE NOTE 1 5' S' 5' EACH PANEL __T t GRATES, e . \ 0.67' GRAVEL BASE •`i'.;:•d:;::;::` +`• :.':•: .:;.;: i?; •:i';:.:.:::'•:i ~.,.;.:.•:.:.:: •y.::'t::::' a d TYP. BROOM FINISH v �:. COMPACTED TO 95% 1 "R v OF MAXIMUM DENSITY EXISTING SUR CRUSHED FLEXIBLE s'i 6 V 1/2 'R �L: & I• ' '. ;I 2 PER. 2- 03.3(14)D SURFACING s �F e e EXPANSION PAVEMENT PAVEMENT �ly9 • d ' JOINT TOP COURSE �� �� d , 4 10 a` I �. � ` • ' '' �'9R /FS S TRENCH BACKFLL a v ° .' d • °' � • INN NIWN s•: `• SFF 1' MIN. COMPACTED PER. v • •I i EXPANSION EXPANSION m d I: A� TYP. 2- 03.3(14)C METHOD B JOINT SCORE MARK JOINT m M d e CA I S TYPE I w d I;,,,,p „ PLANTER STRIP 0 e v " VARIES SIDEWALK ?S (AS REQ.) w EMENT CONCRETE v 1/2" LI CURB &GUTTER � d 1' -6" l� L 15 e R �W I R /W s° s" MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT. I CEMENT CONCRETE BARRIER CURB AND GUTTER SIDEWALK OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A -1 CURB &GUTTER 7 1/2- 50' SECTION A -A WHICHEVER IS GREATER. SAW CUT .EXISTING PAVEMENT. - 1/2" LI •: CEMENT CONCRETE BARRIER CURB of ADJUST WIDTH AS �' . • '' . �' a 1 9' S' 11' 11' S' 9' 1 06 REQ. TO PROVIDE 0.67' GRAVEL BASE COMPACTED to m m m I ���`N� \r1• ` SLOPE OF 12:1 6" OFF MAXIMUM TO DENSITY EXISTING SIDEWALK PLANTER STRIP W 0.17' CRUSHED v r, 0 5 SECTION B -B PER. 2- 03.3(14)D SURFACING RIGID 5' MIN (AS REQ.) rn y m 5 D I q�I q TOP COURSE PAVEMENT 12' 12' ILL 0 I �S�C 1 m Z z m I B SF °O * + -2% R =1/2" TYP. /2 "R M m qNs AS REQ. TRENCH BACKFILL I I I SEE NOTE 1 1' MIN. COMPACTED PER. e , 1/2'R 2.5' TYP. 2- 03.3(14)C METHOD C a 2.5' RECOMMENDED BASIC DRIVEWAY ' * ° TYPE 1 I 4" MIN. ° s lea APPROACH WIDTHS ry°L NOTES: 2% `y` 2% � 2 NOMINAL c3��� ���� 143 �' J� EMENT GUTTER e WIDTH Q�' p0 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED CEMENT CONCRETE ROLLED CURB AND GUTTER w JOINT FILLER FULL THICKNESS OF CONCRETE. -- ONE -WAY 10' 15' 20' 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE CITY OF YELM TWO -WAY 10' 30' 40' POURING CONCRETE. CITY OF YEILM DEPT. OF PUBLIC WORKS CITY PUBLIC LIC CITY OF YELM CITY OF YELM SEE SOLBERG ST. SECTION A -A DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS 3. SCORE MARKS SHALL BE tt /8" MADE BY t1/4" DEEP. FOR DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS DETAIL THIS SHEET NOTES: SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MODIFIED PEDESTRIAN- CEMENT CONCRETE TRENCH- PAVEMENT MARK SHALL BE MADE ALONG CENTER OF WALK. NOTES: 1. WHERE APPROACH EXCEEDS 16' WIDTH A, FULL CEMENT CONCRETE CEMENT CONCRETE ORIENTED STREET SECTION DEPTH EXPANSION JOINT SHALL BE PLACED 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED LONGITUDINALLY, CENTERED IN THE APP APPROACH RESTORATION DETAIL SIDEWALK JOINT FILLER FULL THICKNESS OF CONCRETE. CURBS ROACH. NOTES: GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB APPROVED DWG. NO. 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED APPROVED 1• ALL MATERIALS, WORKMANSHIP, AND INSTALL- RETURNS. EXPANSION JOINTS SHALL BE PLACED IN DWG. N0. 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 POURING CONCRETE. DWG. NO. 3. REFER TO SECTION 4B.140, YELM DEVELCIpMENT PUBLIC WORKS DIRECTOR DATE 4-9 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND _ DES. DWN. CKD. DATE GUIDELINES. AND MUNICIPAL CONSTRUCTION AS AMENDED BY PUBLIC WORKS DIRECTOR DATE 4 -10 GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR E)ATE 4 -11 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. PUBLIC WORKS DIRECTOR DATE 4 -13 DES. DWN. CKD. DATE CITY OF YELM STANDARDS. DES. DWN. CKD. DATE DES. OWN. CKD. DATE DES. DWN. CKD. DATE JEG s -c s -c s -c 2/2/95 JEG S -C S -c S -C 10/3/94 JEG S -C S -c S -c 10/3/94 JEG s -c S -C S -C 3/15/94 VENERAL NU IES (STREET CONSTRUCTION1 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. to HMA ASPHALT* /-3" CSTC* FINISHED GRADE 6" CSBC* NATIVE SUBGRADE OR STRUCTURAL FILL (SEE GEOTECHNICAL REPORT) * ALL THICKNESSES ARE 95% COMPACTED DEPTHS. ON -SIT ASPHALT PAVING SECTION N.T.S. AI 2" CLEARANCE (TYP.) 9" 2.5" 4' TWO #3 BARS Ip 8" MIN. 6" 10" MAX. 3:1 SAND & CEMENT GROUT 1" DEPTH TWO #6 BAR'. PRECAST CEMENT CONCRETE WHEELSTOP N.T.S. EXISTING 10' RIGHT -OF -WAY 2" HMA ASPHALT i 11v113nF-U VRNUC NATIVE SUBGRADE OR STRUCTURAL FILL (SEE GEOTECHNICAL REPORT) 2" CSTC v U/1LL/-lJ I NON- SHRINK GROUT SIN. EX. GRADE (SEE NOTE #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" ACCESSIBLE PARKIING SIGN R7 -801. PROVIDE R7 -801A (VAN ACCESSIBLE) ON LEFT SIGN POST. WHEEL STOP (TYP.) INTERNATIONAL A SYMBOL (MIN) T (M 8111 GENERAL NOTES:. 1. EACH ACCESSIBLE 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. pffm 3. ALL ACCESSIE3LE STALLS SHALL HAVE WHEEL STOPS, 4. SURFACE SLOPE WITHIN ACCESSIBLE STALLS AND ACCESS AISLES SHALL NOT EXCEED 2% SLOPE IN AN`1' DIRECTION. 5. INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN (ICC /ANSI 703.6.3.1 & A117.1 -2009) MUST BE MOUNTED ON A PERMANENT POST. BOTTOM OF LOWEST SIGN SHALL BE A MINIMUM OF V 5' ABOVE THE= GROUND SURFACE OF THE PARKING STALL. THE POST MUST BE ALIGNED WITH THE CE�4TER OF THE ACCESSIBLE PARKING STALL AND LOCATED NO MORE THAN 5' FROM THE FRONT OF THE PARKING STALL. 6. POST SHALL f3E 2 "x2" TUBE STEEL, HOT DIP GALVANIZED, RUST FREE, PRIME COATED, AND SET IN 12'1 CONCRETE FOOTING. WELD 3/16" ANGLED CLOSURE PLATE TO TOP OF POST. GRIND WELDS SMOOTH, FLUSH TO POST. 7. SEE WSDOT STANDARD PLAN N- 17.10 -02 FOR ADDITIONAL REFERENCE. ACCESSIBLE PARKING STALL DETAIL N.T.S. 25' M CO U O kz R 1 Z M Z ' Z \ r- W w Z 7 Y N Z U) o J W 0 Q O W Ld w 2 W D w 9' � J 16' � Z O d a Z U OU Iw W� w BIZ in U o IOf Q J Z 0_ �13 4" HMA ASPHALT j a I� 3 Q _ V) EX. ROAD SECTION U_ ° 4" HMA ASPHALT I0 I� 12 0 U U U U w W W W W it a a X w a 2% e a O O O O 2" CSTC NOTES: 8" BALLAST NATIVE SUBGRADE OR 1. CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER AND W W STRUCTURAL FILL (SEE CITY INSPECTOR TO INSPECT EXISTING SUBGRADE PRIOR TO GEOTECHNICAL REPORT AND INSTALLATION OF THE ROADWAY SECTION. CONTRACTOR SHALL BELOW NOTE 1 Q' PROVIDE A MIN. 48 -HOUR NOTICE. X Of # ) 2. SEE "MODIFIED PEDESTRIAN ORIENTED STREET SECTION" THIS LO LO SHEET FOR REFERENCE. 3. ALL THICKNESSES ARE 95% COMPACTED DEPTHS. SOLBERG ST. SECTION A -A LO N.T.S. AI 2" CLEARANCE (TYP.) 9" 2.5" 4' TWO #3 BARS Ip 8" MIN. 6" 10" MAX. 3:1 SAND & CEMENT GROUT 1" DEPTH TWO #6 BAR'. PRECAST CEMENT CONCRETE WHEELSTOP N.T.S. EXISTING 10' RIGHT -OF -WAY 2" HMA ASPHALT i 11v113nF-U VRNUC NATIVE SUBGRADE OR STRUCTURAL FILL (SEE GEOTECHNICAL REPORT) 2" CSTC v U/1LL/-lJ I NON- SHRINK GROUT SIN. EX. GRADE (SEE NOTE #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" ACCESSIBLE PARKIING SIGN R7 -801. PROVIDE R7 -801A (VAN ACCESSIBLE) ON LEFT SIGN POST. WHEEL STOP (TYP.) INTERNATIONAL A SYMBOL (MIN) T (M 8111 GENERAL NOTES:. 1. EACH ACCESSIBLE 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. pffm 3. ALL ACCESSIE3LE STALLS SHALL HAVE WHEEL STOPS, 4. SURFACE SLOPE WITHIN ACCESSIBLE STALLS AND ACCESS AISLES SHALL NOT EXCEED 2% SLOPE IN AN`1' DIRECTION. 5. INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN (ICC /ANSI 703.6.3.1 & A117.1 -2009) MUST BE MOUNTED ON A PERMANENT POST. BOTTOM OF LOWEST SIGN SHALL BE A MINIMUM OF V 5' ABOVE THE= GROUND SURFACE OF THE PARKING STALL. THE POST MUST BE ALIGNED WITH THE CE�4TER OF THE ACCESSIBLE PARKING STALL AND LOCATED NO MORE THAN 5' FROM THE FRONT OF THE PARKING STALL. 6. POST SHALL f3E 2 "x2" TUBE STEEL, HOT DIP GALVANIZED, RUST FREE, PRIME COATED, AND SET IN 12'1 CONCRETE FOOTING. WELD 3/16" ANGLED CLOSURE PLATE TO TOP OF POST. GRIND WELDS SMOOTH, FLUSH TO POST. 7. SEE WSDOT STANDARD PLAN N- 17.10 -02 FOR ADDITIONAL REFERENCE. ACCESSIBLE PARKING STALL DETAIL N.T.S. a W M CO U O Z M Z ' Z \ r- W wWWW Z 7 Y N U) o J W 0 Q O W F W 2 W D 0 U � Z O d a Z U OU 0. in U U U U U U W W W W a a (L a O O O O 9 W W W W Q' Of X Of LO LO LO C0 r� O \ N M O Z N M a W a M W Li 0 U t. N -CO CL,L� W O d• X W Id- W M CO U O Z M Z ' Z \ r- W O Z 7 Y N U) o J W 0 Q O W F W 2 W D 0 U � d a Z 0. M W Li 0 U t. N -CO CL,L� W O d• X W Id- r V) \ M CO U U M 0 Z \ r- r M CO } M 0 W w Z Y U U W X Q 2 o 0 U . D BAR 41 w_ G co U O _ 00 ow E 0) o rn Q ,�o 3: �r .-I f0 Ln Ln o 'Q o 0 0 mE, 003 Oa O M 11 tO M 3 0 Z OC W W Z OZ W JOB NUMBER: 14009 DRAWING NAME: 14009_RDDT1 CIJ SHEET: 9 OF 14 C: W E a) 01 fu C O a m C •C co a -a c J rn c 'L a� v c Cn c w U MATCH SIDEWALK WIDTH - 4'0" MIN. - SEE CONTRACT PLANS 3/8" EXPANSION JOINT (TYP.) -SEE STANDARD PLAN F -30.10 SIDEWALK - SEE NOTE 6 1 UFFER STRIP -• SEE CONTRACT PLANS PEDESTRIAN CROSSING CLOSURE SIGN GRADE BREAK SIDEWALK - SEE NOTE 6 1 PEDESTRIAN CURB -SEE NOTE 10 PEDESTRIAN CURB MATCH SIDEWALK WIDTH - 4'0" MIN. - SEE NOTE 10 SEE CONTRACT PLANS -� LANDING MATCH SIDEWALK BUFFER 1. 3/8" EXPANSION JOINT - SEE 5' - 0" MIN. 3.. R STANDARD PLAN F -30.10 MAX. Y A a o Z J Q o u) 2.40" 0 SIDEWALK - B B SEE NOTE 6 tB DETECTABLE WARNING SURFACE BUFFER D SEE STANDARD CURB & GUTTER PLAN F -05.10 STRIP - SEE NOTE 5 CURB RAMP PEDESTRIAN CROSSING PEDESTRIAN CURB CLOSURE SIGN L FACE OF CURB PLAN VIEW TYPE SINGLE DIRECTION A DETECTABLE WARNING SURFACE 15'- 0" MAX - SEE STANDARD PLAN F45.10 SEE NOTE 8 GRADE BREAK GRADE BREAK COUNTER SLOPE 5.0% MAX. 8'3% MAX. 2.0% MAX. TOP OF ROADWAY CURB RAMP a LANDING DEPRESSED CURB & GUTTER - SEE STANDARD PLAN F -10.12 SECTION O "CEMENT CONCRETE CURB RAMP PAY LIMIT ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT V RADIUS CORNER PEDESTRIAN CURB - 90° ANGLE - RADIUS MAY VARY SEC 19, TWP 17N, RGE 2E, W.M. TRUNCATED DOME SPACING SEE NOTE 3 C NOTES MATCH SIDEWALK BUFFER 1. E WIDTH - 4'0" MIN. MIN. MAX. SEE CONTRACT PLANS 2. 1.60" 2.40" D B B 0.65" REFI'LECTIVE BACKGROUND FOR ALL PRIVATE STREETS; Plans. C 0.45" 0.90" TRUNCATED DOME PEDESTRIAN CURB of the grade break between the two adjacent surface " - SEE NOTE 10 D 0.9" 1.40" SECTION O El 0.2° 0.2° EE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY BACK OF CURB - SEE NOTE 2 -� _ _ CURB AND GUTTER 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. 5'- MIN. and Gutter, Depressed Curb and Gutter and Pedestrian Y Curb details. 3" R. ? c 6. See Standard Plan F -30.10 for Cement Concrete 5' -0 "MIN. 3 "R. o �' Sidewalk Details. See contract plans for width and o lac , ement of ,sidewalk. 7. The bid item Cement Concrete Curb R mp Type does not include the adjacent Curb or Curb and DETECTABLE WARNING SURFACE Gutter) Depressed Curb and Gutter, Pe estrian Curb or ` D SEE STANDARD PLAN F 45.10 Sidewalk, Or the pedestrian Crossing closure sign. 8. The curb ramp maximum running slope shall not require CUIRB & GUTTER the ramp length to exceed 15 feet to avoid chasing the "yEE NOTE 5 slope indefinitely when connecting to steep grades. lNhen applyying the 15 foot maximum length, the running slope FACE OF CURB RAMP Of the curb ramp shall be as flat as feasible. CURB 9. Curb ramps and landings shall receive broom finish. See PLAN VIEW Standard Specifications 8 -14. TYPE SINGLE DIRECTI 10. Pedestrian Curb may be omitted if the ground surface �N B at the back of the Curb Ramp and /or landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. GRADE BREAK SEE NOTE 8 SIDEWALK - SEE NOTE 6 1 DETAIL O 8.3_/ %MAX 15'- 0" MAX SEE NOTE 8 GRADE BREAK 2.0% MAX. 8 3MAX CURB RAMP J �t ` LANDING SECTION O "CEMIENT CONCRETE C TYPE SINGLE DIRECTION B DETECTABLE WARNING SURFACE -SEE STANDARD PLAN F45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 5 CURB RAMP - GRADE BREAK SIDEWALK - SEE NOTE 6 ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT SINGLE DIRECTION CURB RAMP (nDOT DETAIL F- 40.16 -02) N.T.S. LANDING GRADE BREAK SEE CONTRACT PLANS 4' -0 "MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TY0.) 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F -30.10 CURB, OR CURB AND GUTTER SEE NOTE 4 FACE OF CURB -� MEASURED PARALLEL TO CURB (TYP.) CROSSWALK PLAN VIEW CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS GRADE BREAK NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in WIDTH - 4'0" MIN. STRIP one direction is not permitted. SEE CONTRACT PLANS 2. Curb ramp location shall be placed within the width of ALUMINUM DRIVE RIVETS ONLY. NO BOLTS, NUTS, BACKGROUND FOR PUBLIC STREETS AND ON A BLUE the associated crosswalk, or as shown in the Contract SCREWS, OR OTHER FASTENERS ARE ACCEPTABLE. REFI'LECTIVE BACKGROUND FOR ALL PRIVATE STREETS; Plans. CURB RAMP 3. Where "GRADE BREAK" is called out, the entire length CROSSWALK SIGNS, SHALL BE 3M HIGH INTENSITY PEDESTRIAN CURB of the grade break between the two adjacent surface " - SEE NOTE 10 lanes shall be flush. LANDING ?O� 4. �O not place gratings, junction boxes, access covers Or o� FROM SIGNS TO GIVE ADEQUATE ADVANCED SIGN other appurtan -ences in front of the curb ramp or on GREEN -3937, AND BROWN -3939. SIGN SHEETING 5. See ThetCont act Documentsrforr the curb design SHALL BE HIGH INTENSITY PRISMATIC (HIP) GRADE B. ALL POSTS SHALL BE 2" SQUARE, QUICK PUNCH s ecified See Standard Plan F -1012 f C b C b 5'- MIN. and Gutter, Depressed Curb and Gutter and Pedestrian Y Curb details. 3" R. ? c 6. See Standard Plan F -30.10 for Cement Concrete 5' -0 "MIN. 3 "R. o �' Sidewalk Details. See contract plans for width and o lac , ement of ,sidewalk. 7. The bid item Cement Concrete Curb R mp Type does not include the adjacent Curb or Curb and DETECTABLE WARNING SURFACE Gutter) Depressed Curb and Gutter, Pe estrian Curb or ` D SEE STANDARD PLAN F 45.10 Sidewalk, Or the pedestrian Crossing closure sign. 8. The curb ramp maximum running slope shall not require CUIRB & GUTTER the ramp length to exceed 15 feet to avoid chasing the "yEE NOTE 5 slope indefinitely when connecting to steep grades. lNhen applyying the 15 foot maximum length, the running slope FACE OF CURB RAMP Of the curb ramp shall be as flat as feasible. CURB 9. Curb ramps and landings shall receive broom finish. See PLAN VIEW Standard Specifications 8 -14. TYPE SINGLE DIRECTI 10. Pedestrian Curb may be omitted if the ground surface �N B at the back of the Curb Ramp and /or landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. GRADE BREAK SEE NOTE 8 SIDEWALK - SEE NOTE 6 1 DETAIL O 8.3_/ %MAX 15'- 0" MAX SEE NOTE 8 GRADE BREAK 2.0% MAX. 8 3MAX CURB RAMP J �t ` LANDING SECTION O "CEMIENT CONCRETE C TYPE SINGLE DIRECTION B DETECTABLE WARNING SURFACE -SEE STANDARD PLAN F45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 5 CURB RAMP - GRADE BREAK SIDEWALK - SEE NOTE 6 ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT SINGLE DIRECTION CURB RAMP (nDOT DETAIL F- 40.16 -02) N.T.S. LANDING GRADE BREAK SEE CONTRACT PLANS 4' -0 "MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TY0.) 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F -30.10 CURB, OR CURB AND GUTTER SEE NOTE 4 FACE OF CURB -� MEASURED PARALLEL TO CURB (TYP.) CROSSWALK PLAN VIEW CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS GRADE BREAK D. SEE CONTRACT PLANS - LATEST EDITION. ALL STREET NAME SIGNS SHALL 4' -0 "MIN. ALUMINUM DRIVE RIVETS WITH NYLON BLACK SPACER. PROVIDE SMOOTH TRANSITION TO WHI1rE REFLECTIVE ON A GREEN REFLECTIVE SIDEWALK WIDTH (TYP.) CURB RAMP GRADE \ BREAK DETECTABLE WARNING SURFACE -• SEE STANDARD PLAN F -45.10 DEPRESSED CURB AND GUTTER •- SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F -45.10 4'- 0" MIN. 15'- 0" MAX. SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 6 SEE STANDARD PLAN F -30.10 GRADE BREAK 2.0% MAX. 8.3% MAX e e• LANDING CURB RAMP J a 3H GRADE vi�11 � I I INI 1 1 000000 I I EXPANSION JOINT r 0 I z 18 "x18" OPENING FOR SIGN INSTALLATION (ADJUST LOCATION TO THE NEAREST JOINT ON EITHER SIDE) ::.• SIDEWALK I NOTE: 11 IF SIDEWALK IS LESS THAN 18" O 7' WIDE, PLACE SIGN IN ! ! 3' -3" BACK OF WALK. 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 ALUMINUM DRIVE RIVETS WITH NYLON BLACK SPACER. HAVE EXTRUDED BLADE EDGES. ALL LETTERS ARE FASTENERS FOR POST TO BASE SHALL BE 3/8" WHI1rE REFLECTIVE ON A GREEN REFLECTIVE ALUMINUM DRIVE RIVETS ONLY. NO BOLTS, NUTS, BACKGROUND FOR PUBLIC STREETS AND ON A BLUE SCREWS, OR OTHER FASTENERS ARE ACCEPTABLE. REFI'LECTIVE BACKGROUND FOR ALL PRIVATE STREETS; E. ALL SIGN SHEETING, WITH THE EXCEPTION OF PUBLIC, TOP SIGN, PRIVATE BOTTOM. ALL SIGNS SHALL O 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 U SERIES NUMBERS: WHITE -3930, YELLOW -3931, LANIDSCAPING SHALL BE PLANTED AT LEAST 30' AWAY RED -3932, ORANGE -3934, BLUE -3935, FROM SIGNS TO GIVE ADEQUATE ADVANCED SIGN GREEN -3937, AND BROWN -3939. SIGN SHEETING VISIE3ILITY. SHALL BE HIGH INTENSITY PRISMATIC (HIP) GRADE B. ALL POSTS SHALL BE 2" SQUARE, QUICK PUNCH WITH 3M 1160 ANTI - GRAFFITI FILM. NO ENGINEER (NOPV- PERFORATED) WITH HOT- DIPPED GALVANIZED GRADE MATERIAL SIGNS ARE ALLOWED. CROSSWALK FINIhH, 12' LONG (TO ACHIEVE 7' MINIMUM HEIGHT E3 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" W ATTACHED TO THE POST USING A 12" LONG SQUARE LONIG• 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) a- EXTRUDED BLADE SIGN CROSS. FILLSED WITH CLASS 3000 CONCRETE. G. NO SIGN SHALL BE INSTALLED ON LIGHT POLES. C. MATERIAL MAY BE ACQUIRED AT, BUT ARE NOT LIMITED CONTACT CITY OF YELM FOR STREET NAMES AND TO J!UMAR INDUSTRIES, 12015 STEELE ST S. TACOMA, BLOCK NUMBERS. WA !98445. 1 -800- 426 -7967, OR TRAFFIC SAFETY H. ANY SIGN BASE INSTALLED UNDER CONCRETE SHALL SUPPLY CO. 2324 S.E. UMATILLA ST. PORTLAND, OR O UTILIZE AN "HDA" (HEAVY DUTY ANCHOR) BASE 9702. 1- 800 - 547 -8518. PACIFIC COAST PRECAST, O SLEEVE OF 7 GAUGE SOLID WALL, 2 HOLE ANCHOR 492£3 SHINCKE RD. NE OLY, WA 98506, 360 - 352 -0142. FOR THE TELESPAR POSTS. FOR INSTALLATION AT RETAINING WALLS, GROUT POST BASTES DIRECTLY INTO MASONRY UNIT PER MAUINFACTURER'S SPECIFICATIONS AND SHORTEN SIGN W POST AS REQUIRED. ALPINE PRODUCTS 800 - 591 -9466. W W SIGN INSTALLATION DETAIL ISOMETRIC VIEW GRADE BREAK COUNTER SLOPE - 5.0% MAX. TOP OF ROADWAY IC DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F -10.12 SECTION OA PERPENDICULAR CURB RAMP (T %00 DETAIL F- 40.15 -02) N.T.S. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 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. z z z z O O O N U 0 0 U U E3 W W W a a- OIL a O 0 O O W W W W LO '0 '0 In \ \ ^ N N \ N O Z N M J V O W >_ >. U 0 F uii � O c W CIO 0 cc O �■ W !w 2 d Q M � � � d o: IL m a N 0 O CD r Z r %- M } m C3 m 0 w z 0 Y W W 0: 2 0 Q 0 0 0 fA 0 a R M� y� 97401 ZONAL L� u c OJ O a) O U E d w X O O w M rn ON Q N N N x .a o o a m E M O O O M M C ca Z � J W c' W L a� Z N c •rn W w O LU U JOB NUMB O: 14009 DRAWING NA E: 14009_RD T2 C1. SHEET: 10 OF 14 EX. FIRE HYDRANT 9 SEC 19, TWP 17N, RGE 2E, W.M. 1 1 SD 8, GENERAL WATER NOTES I 1. DEFLECTION OF THE WATER MAIN IS NOT TO EXCEED MANUFACTURER'S SPECIFICATIONS. I 2. CONTRACTOR SHALL EXPOSE CONNECTION POINTS, VERIFY FITTINGS, AND NOTIFY CITY OF YELM PUBLIC WORKS INSPECTOR AND AFFECTED PROPERTY OWNERS A MINIMUM OF I 72 —HOURS PRIOR TO ANY SHUTDOWNS. 3. CONTRACTOR SHALL INSTALL SLEEVING AS NEEDED FOR IRRIGATION LINES. COORDINATE SLEEVING SIZES AND LOCATIONS WITH LANDSCAPE CONTRACTOR. wl ZIJ �I Q 'I of �I I ACCORDING TO UTILITY LOCATES, THERE ARE TWO 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. ACCORDING TO THE CITY, THIS VALVE IS LOCATED AT THE END OF THE EXISTING 4" AC WATER MAIN IN THE ALLEY AND THE ALLEY AND SOLBERG WATER MAINS ARE NOT CONNECTED TO EACH OTHER. CONTRACTOR SHALL CONFIRM. IF THIS IS AN END OF LINE VALVE, - CONTRACTOR SHALL REMOVE THE VALVE AND CAP THE END OF LINE AFTER THE EAST END OF THIS LINE HAS BEEN CAPPED. COORD. WORK WITH CITY INSPECTOR AND ENGINEER. VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 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 • 346 344 342 340 RIGHT -OF -WAY LINE C� APPDXIMATE LOCATION OF HOSE BIB AND POST - MOUNTED CONTROL PANEL. COORDINATE NTH BUILDING CONTRACTOR. IL Cowes L----- - - - - -� ° .. °- - - - -�0 12 Z o ' RD RD RD RD RD IRV 11•� .. v a I d I a °- °, c� d . ii w ° 3 0 A Q 0 � N O d 11 o ' o • o a d V V .4 3 0 J 00 +6 a d � d I � . J " 1 Q 3 w �Q) SS SS T SS of � 1 0I I a in 3 CAP END OF EX. 4" AC WATER LINE AND PROVIDE THRUST BLOCKIMIG ED AND 3 6 AFTER NEW WATER LINE IS INSTALL 9999°° 9999 HAS PASSED INSPECTION AND TESTING ..... 9919 11..99..... k 7 a r a o a 0 0 a 5 EX. 4" AC WATER MAIN 10 TO BE ABANDONED IN -PLACE S49'30'08 "E 100.00' _Ss SS G SS SS —� ALLEY— SS T W W -- .:. W T G S W _�G - G SS �-- �� —�-- SS SS - - ! - —1- _-- - -) T m 4 ;; = W W W W W W W 1� -- Ni --� _ —. —� —T-- -- - - - - WATER /SEWER CROSSING SHALL MEET WSDOE SEPARATION 3 • REQUIREMENTS Z STA. 2 +2 .00 —p END ALLEY IMPROVEMENTS w R/W CENTERLINE ELEV.= 348.87 _ r- 0 L EXISTING GRADE AT - STA. 1 +00.00 = 8 +45.00 >_ rn z co ,� r a ui RIGHT -OF -WAY CENTERLINE ALLEY & SOLBERG ST. SW � _ (LOAD -WAY -- CENTERLINE) �- R/W CENTERLINE + INTERSECTION 0 0 N oil ELEV.= 345.54 co m l W Ln Lo,J: J +of N> W it to m # k STA. + ±0. T. � o �; W 1 — 4" CUT —IN —TEE Ninli UW PROPOSED GRADE AT THRUST BLOCKING RIGHT -OF -WAY CENTERLINE (ROADWAY CENTERLINE) MIN. 42" _ COVER STA. ±1 +14.5 OR ±1 +18.61. 2.50' RT. » . pq 1 - 6" CUT— IN-TEE OR :t LF 5 1 - 6" GATE VALVE 1106 THRUST BLOCKING STA. 2 +25.00 2.50' RT. 1 — 6`� TEE O 1 — 6" GATE VALVE & BUND FLANGE 1 — 6 "' GATE VALVE 1 — 6"'x4" REDUCER THRUST BLOCKING 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" • 346 344 342 Mull CONSTRUCTION NOTES O1 STA. ±1 +14.5 OR ±1 +18.6, 2.50' RT. (SEE NOTE THIS SHEET REGARDING TIE —IN LOCATION); INSTALL: 1 — 6" TEE (STAINLESS STEEL) 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, 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 C900 WATER MAIN PER PLAN AND PROFILE. MAINTAIN 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) THRUST BLOCKING O4 INSTALL 4 "0 PVC WATER MAIN PER PLAN AND PROFILE. MAINTAIN MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION DETAIL ON SHEET C1.7. O5 STA. 2 +25.00, 0.9' LT.; INSTALL: 1 — 4" TEE (STAINLESS STEEL) THRUST BLOCKING CONNECT TO EX. 4" AC WATER MAIN PER DETAIL ON SHEET C2.2. 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, 6.00' LT. (FRONT OF WATER BOXES); INSTALL: 1.5 "0 WATER SERVICE LINE, DOMESTIC AND IRRIGATION METER BOXES (DUAL SERVICE), AND SETTERS PER PLAN AND DETAILS ON SHEET C2.2. INSTALL TWO BOLLARDS IN FRONT OF BOXES PER DETAIL ON SHEET C2.4. EXTEND 100 DOMESTIC SERVICE LINE TO BUILDING (COORDINATE LOCATION AT BUILDING WITH BUILDING CONTRACTOR). SEE IRRIGATION PLANS FOR 1-0 IRRIGATION SERVICE. CITY CREW WILL INSTALL 5/8" 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 REDUCE PRESSURE BACKFLOW ASSEMBLIES HAVE BEEN INSTALLED BY THE CONTRACTOR. O7 INSTALL 1 00 CITY APPROVED BACKFLOW PREVENTION DEVICE (WIL.KINS 950XLT OR APPROVED EQUAL) WITHIN 5' OF IRRIGATION METER. INSTALL HEATED ENCLOSURE (HOT BOX HB1 OR EQUAL) OVER RPBA PER MANUFACTURER'S INSTALLATION GUIDELINES. COORDINATE CONDUIT LOCATION /SIZE WITH ELECTRICAL CONTRACTOR. 8O RELOCATE EX. WATER METER BOX, SETTER, ETC. (FRONT OF BOX TO BE MIN. 1' OFF EDGE OF NEW PAVEMENT). CONNECT SERVICE TO NEW 6 "0 PVC WATER MAIN. INSTALL CONCRETE COLLAR AROUND BOX (SEE DETAIL 6 -11 ON SHEET C2.2 FOR REFERENCE). ORELOCATE EX. FIRE HYDRANT. INSTALL ±12 LF 6 "0 D.I. PIPE FROM END OF EX. SPOOL TO NEW HYDRANT LOCATION. SEE FIRE HYDRANT DETAIL ON SHEET C2.2 FOR REFERENCE. MAINTAIN MIN. 42" COVER OVER PIPE AND PROVIDE MIN. 6" SAND CUSHION BETWEEN WATER PIPE AND NEW STORM PIPE WHERE THEY CROSS. HYDRANT FLANGE ELEVATION = ±346.9 HYDRANT STATION & OFFSET = STA. 9 +67.98, 13.90' RT. 10 STA. 2 +10.00, ±2.5' LT.; INSTALL: TAP INTO EX. 4 "0 C900 PVC STEP MAIN AND INSTALL ±53 LF 2 "0 SCH. 40 STEP SERVICE LINE WITH SOLVENT WELD JOINTS FROM MAIN TO STEP TANK AND A SERVICE BOX PER DETAIL ON SHEET C2.3. ENCASE STEP SERVICE LINE WITH PVC C900 (OR EQUAL) SLEEVING (PRESSURE GROUT VOIDS) WITHIN AND EXTENDING TO 2' OUTSIDE OF LANDSCAPE AREAS TO PREVENT DAMAGE FROM PLANTS. PROVIDE 24" MINIMUM COVER OVER PIPE. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND SIZE OF EXISTING STEP MAIN PRIOR TO CONNECTION. TAP SHALL BE PERFORMED BE AN APPROVED TAPPING COMPANY. SERVICE BOX SHALL REMAIN ACCESSIBLE. 11 INSTALL 1,500 GALLON CONCRETE STEP TANK. PUMP, AND CONTROL PANEL PER DETAILS ON SHEET C2.3. THE SYSTEM SHALL BE AN INTRINSICALLY SAFE 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 AND IT IS RECOMMENDED THE PANEL NOT BE ATTACHED TO A "LIVING SPACE" OF THE BUILDING. A HOSE BIB IS REQUIRED WITHIN 50' OF THE STEP TANK AND IT CANNOT BE FED FROM THE IRRIGATION SYSTEM. STA. 9 +06.00, 109.5' RT. (CENTER OF TANK) RIM = 347.40 (MUST BE HIGHER THAN SURROUNDING GRADE) IE= 342.40 (6" IN) THE STEP LINE AND STEP TANK WILL BE OWNED AND OPERATED BY THE CITY OF YELM FROM THE TANK TO THE ALLEY RIGHT —OF —WAY UNE. 12 INSTALL 15 LF 6 "0 SANITARY SEWER LATERAL FROM STEP TANK TO BUILDING. INSTALL 6 "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. IE= ±342.7 (AT BUILDING) E -` W W W W z o 0 0 in 3 CAP END OF EX. 4" AC WATER LINE AND PROVIDE THRUST BLOCKIMIG ED AND 3 6 AFTER NEW WATER LINE IS INSTALL 9999°° 9999 HAS PASSED INSPECTION AND TESTING ..... 9919 11..99..... k 7 a r a o a 0 0 a 5 EX. 4" AC WATER MAIN 10 TO BE ABANDONED IN -PLACE S49'30'08 "E 100.00' _Ss SS G SS SS —� ALLEY— SS T W W -- .:. W T G S W _�G - G SS �-- �� —�-- SS SS - - ! - —1- _-- - -) T m 4 ;; = W W W W W W W 1� -- Ni --� _ —. —� —T-- -- - - - - WATER /SEWER CROSSING SHALL MEET WSDOE SEPARATION 3 • REQUIREMENTS Z STA. 2 +2 .00 —p END ALLEY IMPROVEMENTS w R/W CENTERLINE ELEV.= 348.87 _ r- 0 L EXISTING GRADE AT - STA. 1 +00.00 = 8 +45.00 >_ rn z co ,� r a ui RIGHT -OF -WAY CENTERLINE ALLEY & SOLBERG ST. SW � _ (LOAD -WAY -- CENTERLINE) �- R/W CENTERLINE + INTERSECTION 0 0 N oil ELEV.= 345.54 co m l W Ln Lo,J: J +of N> W it to m # k STA. + ±0. T. � o �; W 1 — 4" CUT —IN —TEE Ninli UW PROPOSED GRADE AT THRUST BLOCKING RIGHT -OF -WAY CENTERLINE (ROADWAY CENTERLINE) MIN. 42" _ COVER STA. ±1 +14.5 OR ±1 +18.61. 2.50' RT. » . pq 1 - 6" CUT— IN-TEE OR :t LF 5 1 - 6" GATE VALVE 1106 THRUST BLOCKING STA. 2 +25.00 2.50' RT. 1 — 6`� TEE O 1 — 6" GATE VALVE & BUND FLANGE 1 — 6 "' GATE VALVE 1 — 6"'x4" REDUCER THRUST BLOCKING 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" • 346 344 342 Mull CONSTRUCTION NOTES O1 STA. ±1 +14.5 OR ±1 +18.6, 2.50' RT. (SEE NOTE THIS SHEET REGARDING TIE —IN LOCATION); INSTALL: 1 — 6" TEE (STAINLESS STEEL) 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, 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 C900 WATER MAIN PER PLAN AND PROFILE. MAINTAIN 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) THRUST BLOCKING O4 INSTALL 4 "0 PVC WATER MAIN PER PLAN AND PROFILE. MAINTAIN MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION DETAIL ON SHEET C1.7. O5 STA. 2 +25.00, 0.9' LT.; INSTALL: 1 — 4" TEE (STAINLESS STEEL) THRUST BLOCKING CONNECT TO EX. 4" AC WATER MAIN PER DETAIL ON SHEET C2.2. 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, 6.00' LT. (FRONT OF WATER BOXES); INSTALL: 1.5 "0 WATER SERVICE LINE, DOMESTIC AND IRRIGATION METER BOXES (DUAL SERVICE), AND SETTERS PER PLAN AND DETAILS ON SHEET C2.2. INSTALL TWO BOLLARDS IN FRONT OF BOXES PER DETAIL ON SHEET C2.4. EXTEND 100 DOMESTIC SERVICE LINE TO BUILDING (COORDINATE LOCATION AT BUILDING WITH BUILDING CONTRACTOR). SEE IRRIGATION PLANS FOR 1-0 IRRIGATION SERVICE. CITY CREW WILL INSTALL 5/8" 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 REDUCE PRESSURE BACKFLOW ASSEMBLIES HAVE BEEN INSTALLED BY THE CONTRACTOR. O7 INSTALL 1 00 CITY APPROVED BACKFLOW PREVENTION DEVICE (WIL.KINS 950XLT OR APPROVED EQUAL) WITHIN 5' OF IRRIGATION METER. INSTALL HEATED ENCLOSURE (HOT BOX HB1 OR EQUAL) OVER RPBA PER MANUFACTURER'S INSTALLATION GUIDELINES. COORDINATE CONDUIT LOCATION /SIZE WITH ELECTRICAL CONTRACTOR. 8O RELOCATE EX. WATER METER BOX, SETTER, ETC. (FRONT OF BOX TO BE MIN. 1' OFF EDGE OF NEW PAVEMENT). CONNECT SERVICE TO NEW 6 "0 PVC WATER MAIN. INSTALL CONCRETE COLLAR AROUND BOX (SEE DETAIL 6 -11 ON SHEET C2.2 FOR REFERENCE). ORELOCATE EX. FIRE HYDRANT. INSTALL ±12 LF 6 "0 D.I. PIPE FROM END OF EX. SPOOL TO NEW HYDRANT LOCATION. SEE FIRE HYDRANT DETAIL ON SHEET C2.2 FOR REFERENCE. MAINTAIN MIN. 42" COVER OVER PIPE AND PROVIDE MIN. 6" SAND CUSHION BETWEEN WATER PIPE AND NEW STORM PIPE WHERE THEY CROSS. HYDRANT FLANGE ELEVATION = ±346.9 HYDRANT STATION & OFFSET = STA. 9 +67.98, 13.90' RT. 10 STA. 2 +10.00, ±2.5' LT.; INSTALL: TAP INTO EX. 4 "0 C900 PVC STEP MAIN AND INSTALL ±53 LF 2 "0 SCH. 40 STEP SERVICE LINE WITH SOLVENT WELD JOINTS FROM MAIN TO STEP TANK AND A SERVICE BOX PER DETAIL ON SHEET C2.3. ENCASE STEP SERVICE LINE WITH PVC C900 (OR EQUAL) SLEEVING (PRESSURE GROUT VOIDS) WITHIN AND EXTENDING TO 2' OUTSIDE OF LANDSCAPE AREAS TO PREVENT DAMAGE FROM PLANTS. PROVIDE 24" MINIMUM COVER OVER PIPE. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND SIZE OF EXISTING STEP MAIN PRIOR TO CONNECTION. TAP SHALL BE PERFORMED BE AN APPROVED TAPPING COMPANY. SERVICE BOX SHALL REMAIN ACCESSIBLE. 11 INSTALL 1,500 GALLON CONCRETE STEP TANK. PUMP, AND CONTROL PANEL PER DETAILS ON SHEET C2.3. THE SYSTEM SHALL BE AN INTRINSICALLY SAFE 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 AND IT IS RECOMMENDED THE PANEL NOT BE ATTACHED TO A "LIVING SPACE" OF THE BUILDING. A HOSE BIB IS REQUIRED WITHIN 50' OF THE STEP TANK AND IT CANNOT BE FED FROM THE IRRIGATION SYSTEM. STA. 9 +06.00, 109.5' RT. (CENTER OF TANK) RIM = 347.40 (MUST BE HIGHER THAN SURROUNDING GRADE) IE= 342.40 (6" IN) THE STEP LINE AND STEP TANK WILL BE OWNED AND OPERATED BY THE CITY OF YELM FROM THE TANK TO THE ALLEY RIGHT —OF —WAY UNE. 12 INSTALL 15 LF 6 "0 SANITARY SEWER LATERAL FROM STEP TANK TO BUILDING. INSTALL 6 "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. IE= ±342.7 (AT BUILDING) W W W W z o 0 0 0 0 N U U U U W U U U U W W W W o_ a a o_ 0 to N 0 Z 0 Z 0 Z 0 z 0 !n N fn fn 5 5 5 5 m m L0 L0 o N, N U z N M 3 d W J V d � O J � tu U W �. 3 y z Z Ir v a j ~ z Z W -; o0�c N 0. D ° Z W o� vI d m IL IO W Y U � o IL 3 mIt 6 r o II U 0 r r r m m m 0 w 0 ``' z 0 5 U J 0 O a U N 1h 37401 TONAL �� 1= 0) 00 o a) u E v) 0000 x 0 w rn 'D � � N N N 0 x Ln Ln co L d m C aO o o M M z J oG • W W � z a r L9 w OW I JOB NUMBEI: 14009 DRAWING NAME: 14009_UT L C2. SHEET: 11 OF 14 SEC 19, TWP 17N, RGE 2E, W.M. 1 16" W Top view operating nut it 12" J APPROVED METER BOX Z RECESSED HANDLE TYPE LID - •MIDSTATES BCF -1416 METER Bok J Limits of payment wiN, c *OR PRE APPROVED OVED EQUAL COVER BOX- •MIDSTA7E5 Paint Hydrant Weather shield W E W 6 3 4 VALVE BOX WITH � 14" a Sun Yellow High and Hydrant Lock � LIVE TAP 3' x 3' x 4" � INLAND FOUNDRY #248 a Grade Enamel Bonnet CLASS 3000 10" 8 3/4" "WATER" CAST IN LID SINGLE METER # 13312 , „ CONCRETE PAD OR OFCO 910 SERVICE SADDLE BOX PLACEMENT 12" MAX. 2 /2 Hose connection RoIUAC 202s OR HYDRANT OFFSET ROCKWELL 313 PROPERTY with threads 2' TYP CONCRETE Z METER BOX 2X SLOPE TO BCJX LINE 41/2 "Steamer connection THRUST ...:•O SECTION 9 24 TO EDGE OF "�XI - 1 "x 1" FORD GRIP JOINT with��NST threads See valve box and BLOCK (TYP) CORPORATION STOP TYPE a:•::•' °'' '�" , & 5 Storz adapter valve stem detail- "�::• ,.. :..•...•..•.•..•.•..•.• .•..•.•.. FINISHED GRADE 4 ++ E`��� +Style S -37 w /SC cap 6 -11 I O o I 6.+ 3 FB 1101 ..Q... 12" 18"-24' OUTSIDE PAVED AREA 14" %: '•.:....,• Ground x to TRACER WIRE 10" OR 18" 1" PLASTIC LINE (USE 200 PSI 12" 1p ,E Op,pE 12" i Z SEAL WITH AR4000W -6" SDR 21 PVC PIPE DR7 PHILLIPS DRISCO PIPE 5100 To suit Standpipe „ 2+ np, h N „� CONFORMING TO ASTM trench 6 Flanged fire x ACP ``' 0 3034. RISER PIPE TO BE POLYETHYLENE PIPE) METER r depth 3' Minimum hydrant tee W 1.0' a 0 PLUMB AND CENTERED CHECK VALVE a" TAPPING VALVE i. ►i CSTC > 2 OVER VALVE STEM. Each I Joint 6" FL x MJ STAINLESS STEEL 1s 1/2" #1106 EBAA Iron, TAPPING SLEEVE ..:: a Z 1 4•• 2% SLOPE TO BOX 16" ++ Inc. Megalug :;;: VALVE AND SLEEVE SHALL BE a:.:.:•::.::::.::;.::`: +: ::::.: ?:•:.;•:;.::'•'.:: *.. W 24" TO EDGE OF BOX i3 SUPPORTED AND BACKFILLED AS GROUND +.;::.: p 2 e METER BOX -�► � ' ' - SHOWN BELOW- RIGHT. ° s PROPERTY ' : FLTA VALVE Z M a *. : ' :'' BALLAST VALVE STEM RISER CURB METER BOX CENTERED LINE 6" Class 52 ductile iron + REQUIRED WHEN MAX. o a < a :• =' :� 0.5 CONCRETE CL 3000 ° 12" ON EXTENDED LOT LINE pipe cut to length '�"'� 7�E 36" IS EXCEEDED DUAL METER 6" gate valve, FL X MJ (LENGTH VARIES) BOX PLACEMENT See note below INSIDE PAVED ROADWAY Varies I 1/3 DIAMETER 2X SLOPE TO B11X OF PIPE 24 TO EDGE OF ox 4 x8 X16 concrete block 14 GAUGE INSULATED COPPER 12" �- :•::'•. v:•:.::•:.::•.:'•:.::•:. .: :•.�....:.::'.•:•.:'•:•:'••:. Hydrant shoe ... . ,. �'' ' '''' �' ;'•• •�•.:'•� TRENCH BOTTOM TONING WIRE WRAPPED AROUND THE p•: '•' ti •. •. '....'. •' •..'. NOTE: PIPE (SEE GENERAL NOTES NO. 7) Q:•.: °. Backfill to top of drain ring housing CONTROLLED DENSITY BACKFILL�I 12" bolts with 2" washed rock as shown Plastic barrier between POURED WIDTH of TRENCH ALL VALVES MUST HAVE 14 GUAGE INSULATED p'" : ":: <•:'••''•:'•'o' w SOLID BRICK SUPPORT COPPER TRACER WIRE TIED OFF AT VALVE BODY GATE VALVE SHOWN- SIMILAR �.•'.,•. UJ thrust block and tee J 6 x 6 sheet of 11 mil. plastic or con- ' ° ° JQ p CONCRETE THRUST BLOCK EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR FORD 861- 444 -G, GRIP FORD VBH 72 -15W 518 "x 3 struction fabric, covering 2" washed rock JOINT BY I.P THREADS. 3/4" COPPER METER SETTER Ir o Notes 9 Concrete thrust block NOTES: EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. 22'/2 WITH CHECK VALVE AND V. 200pai W� cast-in-place against + BRASS BUSHING 1-X314- UNION NUT AND SWIVEL FOR 12" P.E. PIPE a 12" 1. Hydrants shall be located in p 9 OM fitting only 1. 11 MIL PLASTIC OR CONSTRUCTION VALVE STEM EXTENSION LEGEND 3/4 "X12" BRASS NIPPLE CONNECTING 1" IRON PIPE OR WC) accordance with Section 6.060. CL FABRIC SHALL BE WRAPPED AROUND EQUAL In addition, a minimum three foot PIPE AND FITTINGS BEFORE THRUST VALVE OPERATING NUT OR 1 7/8" radius unobstructed working area shall BLOCK AND BACKFILL ARE POURED. X 1 7/8" X 2" HIGH GRADE STEEL CITY OF YEL.M, WASHINGTON CITY OF YELM, WASHINGTON be provided around all hydrants. CITY OF YELM, WASHINGTON CITY OF YELIA WASHINGTON WELDED TO RISER SHAFT. CITY OF YEILM, WASHINGTON 1 "x 1" FORD GRIP DE" • OF PUBLIC WORKS DEPT. OF PUBLIC WORKS 2• Hydrants shall be Dresser M & H DEFT OF PUBLIC WORKS 2. MJ CUT IN TEES SHALL NOT BE DEFT OF PU3,C WORKS © 3/16" Thk X 5 1/5" DIA STEEL DEPT OF PUBLIC WORKS JOINT CORPORATION Reliant style 929, Clow Medallion or PERMITTED. STOP TYPE FB 1101 rJ 8 ff SINGLE American AVK Series 2780 or Mueller GUIDE PLATE WELDED TO RISER TYPICAL METER Centurion 3. SUPPORT VALVE AND SLEEVE CONNECTION TO SHAFT. STANDARD SERVICE SADDLE METER SERVICE 3. Gate valves shall be resilient wedge FIRE HYDRANT CONTINUOUSLY THROUGH INSTALLATION. � 2 "X2 "X 3/16" SQUARE STRUCTURAL NOTES: PLACEMENT NRS with 0 -ring seals. Valve ends shall EXISTING MAIN STEEL TUBING TO FIT OPERATING VALVE BOX 1. STAINLESS STEEL INSERTS APPROVED DWQNO APPFiOV® be Mechanical joint by ANSI flanges. NUT. LENGTH AS REQUIRED. REQUIRED FOR ALL PACK JOINTS DWdNO. Valves shall conform to AWWA 509 -80. APPROVED DWQ NO. APPROVED DWQ NO. APPROVED p NQ, AND GRIP. Valves shall be Mueller M &H, Kennedy, NOTE: PUBLIC WORKS DIRECTOR DATE 6-1 PUBLIC WORKS DIRECTOR DATE 6 - 6 PUBLIC WORKS DIRECTOR DATE 6 - � PUBLIC WORKS DIRECTOR DATE 6 -10 ++ PUBLIC WORKS DIRECTOR DATE 6-11 2. ALL SERVICE SADDLES SHALL AND Clow R/W or Waterous Series 500. ALL WELDS TO SHAFT SHALL BE 1/4 FITTINGS SHALL HAVE I.P. THREADS. DEB. DWN. CKD. DATE DEB. OWN. CKD. DATE 4. Fire Hydrant lock payment is required DEB. DWR Clm. DATE DEB, DVA qm, DATE FILLET WELD ALL AROUND. DEB, DWN 1cla DATE ES JEG TP 4/2007 ES JEG TP 4/2 city will order and install. ES JEG TP 4/2007 ES JEG TIP 4/2007 ES JEG TP 4 2007 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 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)B. Polyvinyl Chloride (PVC) Pipe (4 through 12 inches): Shall meet the requirements of AWWA C900, Class 150 wall thickness equal to or greater than the SDR of 18, and meet the requirements of WSDOT Standard Specifications Section 9- 30.1(5)A. 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 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. H � N W W W W z 0 V1 U 0U U U UJI U U U U of Of of a a a a O O O O Ui Fn Fn 0 of of of of ^ D \ N \ N \ M z N M sh Q 3 d UJ r V d 0 J W F- U cc >> �. `W r Z C 0 ~ F Z o H J_ v r �.. Q c LL. N ■ W Of 9 Q � Co Nf W W X JL 3 1 W > � o o � m 6 � U 0 Z _O \ M m m C3 W W z w in LLJ a a a U N in 1� 37401 lONpy gt1 I c a� 0 O U E 00 w X 0 ro O ON d M 2: rn 'D Q d � v N N N •0 M u) L L d 00C 0 0 0-0 M M a v Z J � N W a� W aJ M C g p1 W O Z W U U JOB NUMBER: 14009 DRAWING NA AE: 14009-WTVT C2. SHEET: 12 OF 14 SEC 19, TWP 17N, RGE 2E, W.M. w�,I z W 3 J z U) 0 uj BACKFILL SEE SERVICE BOX - CARSON INDUSTRIES MODEL NO. m J N w m S — / — / RESTORATION TABLE 14198 WITH BOLTED HINGED COVER OR EQUAL ? o a N N \ I MAINTAIN SIDE COVER MARKING TO READ "SEWER" 0 > � SLOPE AS STEEP (USE IN NON- TRAFFIC AREAS) 1110 � S uo j �/ \/ / AS POSSIBLE v a N — / — / SEWER LINE TABLE FOR FEEDER WIRE RUN RESTORATION SURFACE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET o r SEE RESTORATION TABLE ABOVE- SEE RESTORATION TABLE �U Q Q o o z I o o H LLJ J J U U U Lt N 0Im FINISH GRADE a o a �0- z lYP U) �_,� z z � �_ L LLJ ~ Y z ° m a w�,I z W 3 J z U) 0 uj BACKFILL SEE SERVICE BOX - CARSON INDUSTRIES MODEL NO. m J N w m S — / — / RESTORATION TABLE 14198 WITH BOLTED HINGED COVER OR EQUAL ? o a N N \ I MAINTAIN SIDE COVER MARKING TO READ "SEWER" 0 > � SLOPE AS STEEP (USE IN NON- TRAFFIC AREAS) 1110 � S uo j �/ \/ / AS POSSIBLE v a N — / — / SEWER LINE TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET #8 AWG COPPER 350 FEET it 14 GA. OF HEAVY INSULATED uj (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). U m COPPER TONING WIRE w PIPE BEDDING FOR � ° p SPLICE TO EXISTING FLEXIBLE PIPE W 3 14 GAUGE TONING ALL TONING WIRE SPLICES SHALL — O 0 0 w } FINISH p a m ° HARE— GRADE BE CONNECTED BY USING D.B.Y. *PUMP � a � KITS MANUFACTURED BY 3M PIPE O.D. CONTROL CONTRACTOR TO o: z z a a a _ PANEL GARAGE GARAGE WALL .. WALL SHIM, ETC. TO w D ACCOUNT FOR PUMP CONTROL DECAL -SEE w ° 0 wo z DIFFERENT TYPES PANEL * SPECIFICATIONS z ° TO STEP TANK PIPE ' O OF SIDING a a s F 00 STEP MAIN ■ w O.D. m ° 3/4" PVC (CONTRACTOR TO >t w.a-.Q x of a W ° CONDUIT FORM BOTH CONDUITS IN < BOLD 18PT. < w w o UJ CL Of w _ AS SHOWN FOR BOTH TO SILENCE ALARM LETTERING ° a w w z CONNECT TO ° z ° 3 4" LB CONDUITS PUSH LIGHT. w X $ a EXISTING PVC — ;� w / ) STAINLESS STEEL TWO FO36 SERVICE 58 - -84111 a m SERVICE LINE 1" SCHEDULE R E S TO HOLE STRAPS AS z 40 PVC SWP IR A TI 0 N TABLE 1 w ELECTRICAL REQUIRED TO SECURE clrr ONO O 2 ° ° LINE FROM TO ELECTRICAL CONDUIT TO WALL x �`' S o Z tr Z 1" KBI BALL VALVE, SL x SL SURFACE BACKFILL COMMENTS d U � Q THICKNIESS / / UNDER HOUSE PANEL g" PADLOCK WITH COMMON KEY 41 LL, r7 PVC SWING CHECK TYPE COMPACTION REQMNTS. OTHER REQUIREMENTS EXISTING GROUND FURNISHED BY THE CITY ? o m w a m 01 ° CONDUIT r CENTERED ON OF YELM w � w a 1" CHECK VALVE CRUSHED 4" CRUSHE FINISH GRADE SHALL BE a w VALVE SL x SL U"� SURFACE TOP Q SURFACE SELECT BACKFILL SMOOTH CONSISTANT TO STEP _ PANEL a j p v ar.w OURSE COMPACT TO 95% TANK ? z-3 v z a 1" KBI BALL VALVE, SL x SL WITH EXISTING II_ Jam— FOOTING /STEM �� N APOWERTO ALARM LIGHT AND = p,,, ° vo 3- MIN. G FINISH ROADWAY TO WALL \\ SILENCE BUTTON c� z � a m A.C. PAVEMENT BADE B A.C. TO STEP -- � F a 3 w 1" PVC NIPPLE, SL x SL PAVING OVEfi 4" CRUSHED SELECT BACKFILL CONFORM TO ALL EXISTIN TANK TO STEP TANK v w z ae OVER GRAVEL BASE SURFACE T COMPACT TO 95X GRADES AND CURBS 2 N * *ALL NEW PIPE SIZES AND 1" x MAIN DIA. PVC OP COURSE SLOPES SHALL MATCH 12" 1 "C, 8 - #12 " REDUCING TEE CONCRETE SURFACE MATCH ENISTING SELECT BACKFILL MATCH EXISTING FINISH STEP TANK - SIMPLEX FITTINGS SHALL BE 2 0. the o SL x SL x TH DRIVEWAY SIDEWALK CONCRETE 3 U 1 "0 DEPICTED IN THIS DETAIL � / � TFIICKNESS COMPACT TO 95X TEXTURE, AND GRADE. 11/2 "C, 13 - #t2 £ OR PIPE SADDLE TO STEP TANK - DUPLEX " IS FOR REFERENCE ONLY. HYDROSEED /, PLANTINGS FINISH GRADE SHALL BE LAWN/LANDSCAPE OVER 4" M MN. TYPE A NATIVE BACKFILL SMOOTH do CONSISTANT 1 TOP SOIL COMPACT TO 85% NTH EXISTING GRADE 11/2"C, 17 - #12 TO STEP TANK - TRIPLEX w NATIVE BACKFILL MOUND BACKFILL ¢ L,, UNIMPROVED SUFACE NIA, 2" ABOVE EXISTING ~ ° a COMPACT TO 85% N z a o z GRADE k SMOOTH 1 m m z U m W Cr CSBC = CRUSHED SURFACE BASE COURSE N a ° ~ > O z Q INSTALLATION NOTES, CITY OF YELM cs7c = CRUSHED SURFACE TOP COURSE CITY OF YELM CITY OF YELM CITY OF YE-M a °"' a CY I.ALL SERVICE LINE CARSON BOXES SHALL BE DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS *LOCATION OTHER THAN GARAGE DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS ow o0 LOCATED 4' FROM EDGE OF CURB TO CENTER WALL OR REMOTE POST WILL OF CARSON BOX IN PLANTER STRIP ON BOTH TYPICAL 1 " TYPICAL BE CONSIDERED ON A CASE TYPICAL PUMP CONTROL TYPICAL PUMP 0Z) , ° SIDES OF ROADWAY. BY CASE BASIS. PANEL INSTALLATION W$ �a 2.GANG CARSON BOXES SHALL BE LOCATED 3' SERVICE CONNECTION PIPE TRENCH ON EXISTING HOUSE PANEL SIZE ON MAY VARY MANUFACURER CONTROL PANEL �< APART TO CENTER OF BOXES. 3.BALL AND CHECK VALVES TO BE INSTALLED APPROVED DWG. NO. APPROVED DWG. N0. APPROVED DWG. N0. APPROVED DWG. NO. p ui in IN CARSON BOXES ACCORDING TO DRA IMNG. 7 6 PUBLIC WORKS DIRECTOR DATE 7 -1 CITY ENGINEER DATE 7 -3 PUBLIC WORKS DIRECTOR DATE 7 -5 PUBLIC WORK DIRECTOR [TATS L`_ DES. OWN. CKD. DA DES. OWN. CKD. DATE DES. OWN. CKD. DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TP__i 4/2007 JY JEG TP 4/2007 USE 1" UNION TO CONNECT TESTING FIBERGLASS LID APARATUS FOR PRESSURE TESTING SERVIC FABER STAINLESS STEEL AND NEOPRENE GASKET ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. ALL 18" MIN RNON - TRAFFIC ISER HEIGHT TYPICAL WITH THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. BEARING TANKS 1" DIA .PVC HOSE AND LEAVE SUFFICIENT VALVE ASSEMBLY ORIENT BALL VALVE WIRE TO ALLOW FOR AS SHOWN. BALL VALVE PUMP REMOVAL SHALL BE WITH 12" BELOW FINISHED GRADE WATER TIGHT LID ELECTRICAL SPLICE BOX WITH CORD GRIPS LID ALL CONNECTIONS SHALL BE WRAPPED NTH HEAT SHRINK BUTT CONNECTORS. 21 "0 MIN.PVC RISER I I PUMP VAULT RISER 30" DIA. RIBBED PVC WITH WATER TIGHT 21" OR 24" PVC ? RISER W LID SLOPE GROUND AWAY FROM RISER RISER WITH NEOPRENE LID W/ LID 14 GAUGE TONING 14 GAUGE 10" FROM TOP OF RISER TO CL 14 GAUGE TONING ao I WIRE TO SERVICE FINISHED GRADE-/ z INSULATED OF ELECTRICAL CONDUIT WIRE TO SS CO--.. N • BOX TONING ALL IN 3/4" EY CONDUIT SEAL, TONING WARE - INSTALL 1 FIBERGLASS LID RISER w z IN RISER . 30 "0 RISER ro � ELECTRICAL CONDUIT 7 p — -� � � �- — WITH STAINLESS STEEL POWER SOURCE I STANDARD EFFLUENT DISCHARGE V -1 I I 2 ADAPTER USE RCNO GASKET AND NEOPRENE 1 "t1/4" ALL LIDS TANK TO RISER INLET TEE ¢ "0 2 -PART EPDXY, USE , 5' MIN (IYP.) N ? ORENCO RISER TANK o CONCRETE TANKS 2' MIN ORIFICE ADAPTOR FOR CONCRETE N NATIVE OR SELECT FINISH GRADE TYP. SLOPE TO LEVEL 3.5 " BACKFILL AS "'�' ;: +s' ;ti., f,::: ' .,>.1 �"-- E (T-(p LIQUID ON RM "� TANKS I 4 "0 ORIFICE DIRECTED BY ,r; . NATIVE GRAD ) PUMP ASSEMBLY, SEE DWG. NO. 7 -9 ALARM HIGH LEVEL 1 " . = 3.5' OFF M ° I 3 /2 ENGINEER. ' PVC RISER, 1" PVC FLOAT ON !;� ,r e 2 NATIVE m 3.5" I I 3 / ° 6" - z 14 GAUGE COPPER REDUNDANT ASSEMBLY AS SET ° N OFF 2 �. OFF BY CITY OF YELM ,� V -2 I I 31/2" MIN. 1'•: GRADE TONING WIRE, 2' -0" O BAFFLE REDUNDANT OFF ;y; r, o ° TAIL ABOVE GROUND INC., OR SYSTEMS, INC., OR EQUAL 1 -1/4" DIA. INLET (NOTE 1) "LO v .;t"` ;f,; o N 4 "O HOLES AROUND N I 000 z ORIFICE PERIMETER OF VAULT _ J o ��� ,• m 4" DIA. PVC FLOW . Z ORENCO TANK TO N INDUCER 1 3 VOLUME 4'� 2/3, VOLUME RISER ADAPTOR ,� PVC BIOTUBE 'ti -j • s AFFLE 6" MIN BEDDING-/ r .� °��'• %.�•: - "'= 'I;�.'•�•.`:• °1 (FOR USE WITH NON- TRAFFIC BEARING TANKS) VARIES SUBMERSIBLE EFFLUENT BEDDING MATERIAL FOR ORENCO TURBINE 10 GPM P.10 0511 osl PUMP WITH RIGID PIPE SHALL BE SAND NOTE: THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 S.O. POWER CABLE AND 1500 GAL 3000 GAL 4500 AL RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. INSTALLATIONS WALL VARY. THE CONTRACTOR SHALL MEET THE 1/8" BY -PASS ORIFICE D -1 2 60" 72" 72 RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD 6" MIN. BEDDING TYPICAL STEP INSTALLATION. D -2 2 43" 55" 55 D -3 2 50" 62" 62 NOTE: V -1 400 GAL 600 GAL OR ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. V -2 1100 GAL 2400 GAL INSTALL TANKS AS PER DETAIL IO MANUFACTURER'S RECOMMENDATION THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. NOTES: WHICHEVER IS MORE STRINGENT. 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED CITY OF YELM AS A TRIPLEX PUMP VAULT. CITY OF YELM CITY OF YELM CITY OF YEILM 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 DIMENSIONS SHOWN. FLOAT SETTING VAULT TYPICAL SIMPLEX STEP CONCRETE TANK TYPICAL 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS 1500, 3000, 4500 GALLON TANK INSTALLATION AND T A ND ONE COMPLETE RISERS. SECOND VAULT CONTAINS STEP TANK/PUMP TANK DIMENSIONS FOR A BEDDING AULT SIMPLEX PUMP VAULT RISER CONTAINS TWO PUMPS. APPROVED DWG. N0. 4. 4500 GALLON TANKS OR LARGER SHALL. HAVE APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. LIDS. PUBLIC WORKS DIRECTOR DATE 7-9 THREE RISERS AND DS. 7-11 PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DAIS 7 -13 PUBLIC WORKS DIRECTOR IRATE 7 -17 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE DES. I DWN. CKD. DATE DES. DWN. CKD. j DATE DES. I OWN. CKD. DATE DES. I DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TP 7 4/2007 JY JEG TP 4/2007 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" z z z z W W W W Z 0000 N U}} }U }U U U U U U W W W W a a a a Z Z Z Z 0 O O O CNII W W W W � n N PO O N M Z 4 3 W ccZ J V II 0 Q W_ >. U cc J Z W c V� uj a 3 V N ° �* LL. V) ii U INC d � Q � W O W y U UJI O o � o. m a � � O U U r r 0] m C3 m W 0 Z W O U J Lli D a U N 0 1� R 'I y� 37401 OVAL c a� DO E u C Ln w X @ 00 o w o°' ,tr1 m ,.0� N N N 0 Ln Ln ox m.E Oo �, 00 aO MM in o o a v Z c � J m W W a� Z 1 c w 'rn U' w O Z > W U JOB NUMBER: 14009 DRAWING NA E: 14009—SSDIT1 C20 SHEET: 13 OF 14 V) a � �� 0 0 0 0 o m � �U Q Q o o o H LLJ J J U U U ~ z 0Im Ll � �0- z z �_,� z z � �_ L LLJ UO m 14 GA. OF HEAVY INSULATED uj (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). U m COPPER TONING WIRE w PIPE BEDDING FOR � ° p SPLICE TO EXISTING FLEXIBLE PIPE W 3 14 GAUGE TONING ALL TONING WIRE SPLICES SHALL — O 0 0 w } FINISH p a m ° HARE— GRADE BE CONNECTED BY USING D.B.Y. *PUMP � a � KITS MANUFACTURED BY 3M PIPE O.D. CONTROL CONTRACTOR TO o: z z a a a _ PANEL GARAGE GARAGE WALL .. WALL SHIM, ETC. TO w D ACCOUNT FOR PUMP CONTROL DECAL -SEE w ° 0 wo z DIFFERENT TYPES PANEL * SPECIFICATIONS z ° TO STEP TANK PIPE ' O OF SIDING a a s F 00 STEP MAIN ■ w O.D. m ° 3/4" PVC (CONTRACTOR TO >t w.a-.Q x of a W ° CONDUIT FORM BOTH CONDUITS IN < BOLD 18PT. < w w o UJ CL Of w _ AS SHOWN FOR BOTH TO SILENCE ALARM LETTERING ° a w w z CONNECT TO ° z ° 3 4" LB CONDUITS PUSH LIGHT. w X $ a EXISTING PVC — ;� w / ) STAINLESS STEEL TWO FO36 SERVICE 58 - -84111 a m SERVICE LINE 1" SCHEDULE R E S TO HOLE STRAPS AS z 40 PVC SWP IR A TI 0 N TABLE 1 w ELECTRICAL REQUIRED TO SECURE clrr ONO O 2 ° ° LINE FROM TO ELECTRICAL CONDUIT TO WALL x �`' S o Z tr Z 1" KBI BALL VALVE, SL x SL SURFACE BACKFILL COMMENTS d U � Q THICKNIESS / / UNDER HOUSE PANEL g" PADLOCK WITH COMMON KEY 41 LL, r7 PVC SWING CHECK TYPE COMPACTION REQMNTS. OTHER REQUIREMENTS EXISTING GROUND FURNISHED BY THE CITY ? o m w a m 01 ° CONDUIT r CENTERED ON OF YELM w � w a 1" CHECK VALVE CRUSHED 4" CRUSHE FINISH GRADE SHALL BE a w VALVE SL x SL U"� SURFACE TOP Q SURFACE SELECT BACKFILL SMOOTH CONSISTANT TO STEP _ PANEL a j p v ar.w OURSE COMPACT TO 95% TANK ? z-3 v z a 1" KBI BALL VALVE, SL x SL WITH EXISTING II_ Jam— FOOTING /STEM �� N APOWERTO ALARM LIGHT AND = p,,, ° vo 3- MIN. G FINISH ROADWAY TO WALL \\ SILENCE BUTTON c� z � a m A.C. PAVEMENT BADE B A.C. TO STEP -- � F a 3 w 1" PVC NIPPLE, SL x SL PAVING OVEfi 4" CRUSHED SELECT BACKFILL CONFORM TO ALL EXISTIN TANK TO STEP TANK v w z ae OVER GRAVEL BASE SURFACE T COMPACT TO 95X GRADES AND CURBS 2 N * *ALL NEW PIPE SIZES AND 1" x MAIN DIA. PVC OP COURSE SLOPES SHALL MATCH 12" 1 "C, 8 - #12 " REDUCING TEE CONCRETE SURFACE MATCH ENISTING SELECT BACKFILL MATCH EXISTING FINISH STEP TANK - SIMPLEX FITTINGS SHALL BE 2 0. the o SL x SL x TH DRIVEWAY SIDEWALK CONCRETE 3 U 1 "0 DEPICTED IN THIS DETAIL � / � TFIICKNESS COMPACT TO 95X TEXTURE, AND GRADE. 11/2 "C, 13 - #t2 £ OR PIPE SADDLE TO STEP TANK - DUPLEX " IS FOR REFERENCE ONLY. HYDROSEED /, PLANTINGS FINISH GRADE SHALL BE LAWN/LANDSCAPE OVER 4" M MN. TYPE A NATIVE BACKFILL SMOOTH do CONSISTANT 1 TOP SOIL COMPACT TO 85% NTH EXISTING GRADE 11/2"C, 17 - #12 TO STEP TANK - TRIPLEX w NATIVE BACKFILL MOUND BACKFILL ¢ L,, UNIMPROVED SUFACE NIA, 2" ABOVE EXISTING ~ ° a COMPACT TO 85% N z a o z GRADE k SMOOTH 1 m m z U m W Cr CSBC = CRUSHED SURFACE BASE COURSE N a ° ~ > O z Q INSTALLATION NOTES, CITY OF YELM cs7c = CRUSHED SURFACE TOP COURSE CITY OF YELM CITY OF YELM CITY OF YE-M a °"' a CY I.ALL SERVICE LINE CARSON BOXES SHALL BE DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS *LOCATION OTHER THAN GARAGE DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS ow o0 LOCATED 4' FROM EDGE OF CURB TO CENTER WALL OR REMOTE POST WILL OF CARSON BOX IN PLANTER STRIP ON BOTH TYPICAL 1 " TYPICAL BE CONSIDERED ON A CASE TYPICAL PUMP CONTROL TYPICAL PUMP 0Z) , ° SIDES OF ROADWAY. BY CASE BASIS. PANEL INSTALLATION W$ �a 2.GANG CARSON BOXES SHALL BE LOCATED 3' SERVICE CONNECTION PIPE TRENCH ON EXISTING HOUSE PANEL SIZE ON MAY VARY MANUFACURER CONTROL PANEL �< APART TO CENTER OF BOXES. 3.BALL AND CHECK VALVES TO BE INSTALLED APPROVED DWG. NO. APPROVED DWG. N0. APPROVED DWG. N0. APPROVED DWG. NO. p ui in IN CARSON BOXES ACCORDING TO DRA IMNG. 7 6 PUBLIC WORKS DIRECTOR DATE 7 -1 CITY ENGINEER DATE 7 -3 PUBLIC WORKS DIRECTOR DATE 7 -5 PUBLIC WORK DIRECTOR [TATS L`_ DES. OWN. CKD. DA DES. OWN. CKD. DATE DES. OWN. CKD. DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TP__i 4/2007 JY JEG TP 4/2007 USE 1" UNION TO CONNECT TESTING FIBERGLASS LID APARATUS FOR PRESSURE TESTING SERVIC FABER STAINLESS STEEL AND NEOPRENE GASKET ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. ALL 18" MIN RNON - TRAFFIC ISER HEIGHT TYPICAL WITH THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. BEARING TANKS 1" DIA .PVC HOSE AND LEAVE SUFFICIENT VALVE ASSEMBLY ORIENT BALL VALVE WIRE TO ALLOW FOR AS SHOWN. BALL VALVE PUMP REMOVAL SHALL BE WITH 12" BELOW FINISHED GRADE WATER TIGHT LID ELECTRICAL SPLICE BOX WITH CORD GRIPS LID ALL CONNECTIONS SHALL BE WRAPPED NTH HEAT SHRINK BUTT CONNECTORS. 21 "0 MIN.PVC RISER I I PUMP VAULT RISER 30" DIA. RIBBED PVC WITH WATER TIGHT 21" OR 24" PVC ? RISER W LID SLOPE GROUND AWAY FROM RISER RISER WITH NEOPRENE LID W/ LID 14 GAUGE TONING 14 GAUGE 10" FROM TOP OF RISER TO CL 14 GAUGE TONING ao I WIRE TO SERVICE FINISHED GRADE-/ z INSULATED OF ELECTRICAL CONDUIT WIRE TO SS CO--.. N • BOX TONING ALL IN 3/4" EY CONDUIT SEAL, TONING WARE - INSTALL 1 FIBERGLASS LID RISER w z IN RISER . 30 "0 RISER ro � ELECTRICAL CONDUIT 7 p — -� � � �- — WITH STAINLESS STEEL POWER SOURCE I STANDARD EFFLUENT DISCHARGE V -1 I I 2 ADAPTER USE RCNO GASKET AND NEOPRENE 1 "t1/4" ALL LIDS TANK TO RISER INLET TEE ¢ "0 2 -PART EPDXY, USE , 5' MIN (IYP.) N ? ORENCO RISER TANK o CONCRETE TANKS 2' MIN ORIFICE ADAPTOR FOR CONCRETE N NATIVE OR SELECT FINISH GRADE TYP. SLOPE TO LEVEL 3.5 " BACKFILL AS "'�' ;: +s' ;ti., f,::: ' .,>.1 �"-- E (T-(p LIQUID ON RM "� TANKS I 4 "0 ORIFICE DIRECTED BY ,r; . NATIVE GRAD ) PUMP ASSEMBLY, SEE DWG. NO. 7 -9 ALARM HIGH LEVEL 1 " . = 3.5' OFF M ° I 3 /2 ENGINEER. ' PVC RISER, 1" PVC FLOAT ON !;� ,r e 2 NATIVE m 3.5" I I 3 / ° 6" - z 14 GAUGE COPPER REDUNDANT ASSEMBLY AS SET ° N OFF 2 �. OFF BY CITY OF YELM ,� V -2 I I 31/2" MIN. 1'•: GRADE TONING WIRE, 2' -0" O BAFFLE REDUNDANT OFF ;y; r, o ° TAIL ABOVE GROUND INC., OR SYSTEMS, INC., OR EQUAL 1 -1/4" DIA. INLET (NOTE 1) "LO v .;t"` ;f,; o N 4 "O HOLES AROUND N I 000 z ORIFICE PERIMETER OF VAULT _ J o ��� ,• m 4" DIA. PVC FLOW . Z ORENCO TANK TO N INDUCER 1 3 VOLUME 4'� 2/3, VOLUME RISER ADAPTOR ,� PVC BIOTUBE 'ti -j • s AFFLE 6" MIN BEDDING-/ r .� °��'• %.�•: - "'= 'I;�.'•�•.`:• °1 (FOR USE WITH NON- TRAFFIC BEARING TANKS) VARIES SUBMERSIBLE EFFLUENT BEDDING MATERIAL FOR ORENCO TURBINE 10 GPM P.10 0511 osl PUMP WITH RIGID PIPE SHALL BE SAND NOTE: THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 S.O. POWER CABLE AND 1500 GAL 3000 GAL 4500 AL RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. INSTALLATIONS WALL VARY. THE CONTRACTOR SHALL MEET THE 1/8" BY -PASS ORIFICE D -1 2 60" 72" 72 RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD 6" MIN. BEDDING TYPICAL STEP INSTALLATION. D -2 2 43" 55" 55 D -3 2 50" 62" 62 NOTE: V -1 400 GAL 600 GAL OR ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. V -2 1100 GAL 2400 GAL INSTALL TANKS AS PER DETAIL IO MANUFACTURER'S RECOMMENDATION THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. NOTES: WHICHEVER IS MORE STRINGENT. 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED CITY OF YELM AS A TRIPLEX PUMP VAULT. CITY OF YELM CITY OF YELM CITY OF YEILM 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 DIMENSIONS SHOWN. FLOAT SETTING VAULT TYPICAL SIMPLEX STEP CONCRETE TANK TYPICAL 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS 1500, 3000, 4500 GALLON TANK INSTALLATION AND T A ND ONE COMPLETE RISERS. SECOND VAULT CONTAINS STEP TANK/PUMP TANK DIMENSIONS FOR A BEDDING AULT SIMPLEX PUMP VAULT RISER CONTAINS TWO PUMPS. APPROVED DWG. N0. 4. 4500 GALLON TANKS OR LARGER SHALL. HAVE APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. LIDS. PUBLIC WORKS DIRECTOR DATE 7-9 THREE RISERS AND DS. 7-11 PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DAIS 7 -13 PUBLIC WORKS DIRECTOR IRATE 7 -17 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE DES. I DWN. CKD. DATE DES. DWN. CKD. j DATE DES. I OWN. CKD. DATE DES. I DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TP 7 4/2007 JY JEG TP 4/2007 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" z z z z W W W W Z 0000 N U}} }U }U U U U U U W W W W a a a a Z Z Z Z 0 O O O CNII W W W W � n N PO O N M Z 4 3 W ccZ J V II 0 Q W_ >. U cc J Z W c V� uj a 3 V N ° �* LL. V) ii U INC d � Q � W O W y U UJI O o � o. m a � � O U U r r 0] m C3 m W 0 Z W O U J Lli D a U N 0 1� R 'I y� 37401 OVAL c a� DO E u C Ln w X @ 00 o w o°' ,tr1 m ,.0� N N N 0 Ln Ln ox m.E Oo �, 00 aO MM in o o a v Z c � J m W W a� Z 1 c w 'rn U' w O Z > W U JOB NUMBER: 14009 DRAWING NA E: 14009—SSDIT1 C20 SHEET: 13 OF 14 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" z z z z W W W W Z 0000 N U}} }U }U U U U U U W W W W a a a a Z Z Z Z 0 O O O CNII W W W W � n N PO O N M Z 4 3 W ccZ J V II 0 Q W_ >. U cc J Z W c V� uj a 3 V N ° �* LL. V) ii U INC d � Q � W O W y U UJI O o � o. m a � � O U U r r 0] m C3 m W 0 Z W O U J Lli D a U N 0 1� R 'I y� 37401 OVAL c a� DO E u C Ln w X @ 00 o w o°' ,tr1 m ,.0� N N N 0 Ln Ln ox m.E Oo �, 00 aO MM in o o a v Z c � J m W W a� Z 1 c w 'rn U' w O Z > W U JOB NUMBER: 14009 DRAWING NA E: 14009—SSDIT1 C20 SHEET: 13 OF 14 SEC 19, TWP 17N, RGE 2E, W.M. RESTORATION SURFACE SEE RESTORATION TABLE ABO\(E SEE RESTORATION TABLE Z i o 0 I- 8-� FINISH GRADE I liTr J z z in z / a w cn ul � ZI N M) 0 \/ \/ / BACKFILL SEE SERVICE BOX - CARSON INDUSTRIES MODEL NO. V) w :2 5 — — RESTORATION TABLE 1419B WITH BOLTED HINGED COVER OR EQUAL ? o °- Z w I / I / COVER MARKING TO READ "SEWER" f 0 a N N MAINTAIN SIDE w °D I / I / ASOPOSSIBLE TEEP (USE IN NON - TRAFFIC AREAS) m :j S o \ / \ coi < V) / — / SEWER LINE w TABLE FOR FEEDER WIRE RUN WARE SIZE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET #8 AWG COPPER 350 FEET 14 GA. OF HEAVY INSULATED o cn COPPER TONING WIRE a PIPE BEDDING FOR (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). U y SPLICE TO EXISTING fO FLEXIBLE PIPE 14 GAUGE TONING ALL TONING WIRE SPLICES SHALL 0- 3 WIRE FINISH BE CONNECTED BY USING D.B.Y. * 0 O � N >_ GRADE CONTROL CONTRACTOR TO ° J a m -' KITS MANUFACTURED BY 3M PIPE O.D. GARAGE SHIM, ETC. TO PANEL GARAGE WALL _� z z ¢ ¢ a in WALL ACCOUNT FOR ci 0 a Or Do N z DIFFERENT TYPES PUMP CONTROL DECAL - SEE W o � w TO STEP TANK i 0 OF SIDING PANEL * ,N SPECIFICATIONS Nz0 STEP MAIN o PIPE } N z U N O O.D. m ° 3/4" PVC (CONTRACTOR TO w ¢ a V)i z of CONDUIT FORM BOTH CONDUITS i i Q I a W w AS SHOWN FOR BOTH TO SILENCE ALARM BOLD 18PT. ¢ N N w w 0 �' ¢ CONNECT TO o z U PUSH LIGHT. LETTERING ° ¢ w z EXISTING PVC g w 3/4" LB CONDUITS) w X ¢ SERVICE LINE 1" SCHEDULE HOLE STRAPS AS 380- 458 -8411 0<m 0 cJj 40 PVC SWP R E S TC� R A TI O N TABLE 1 ELECTRICAL I STAINLESS STEEL TWO FDRITY SERVICE CALL z w w REQUIRED TO SECURE ° ° 1" KBI BALL VALVE, SL x SL SURFACE TMIC BACKFILL/ COMMENTS/ ° LINE FROM TO ELECTRICAL CONDUIT TO WALL ��' S o z Of z PVC SWING CHECK TYPE ACNESS UNDER HOUSE PANEL N KEY o 0 0! 0 ¢ 1" CHECK VALVE COMPACTION REQMNTS. OTHER REQUIREMENTS EXISTING GROUND 5" PADLOCK WITH COMMON z w N w o VALVE SL x SL FINISH GRADE SHALL BE CONDUIT CENTERED ON FURNISHED BY THE CI-f o w ¢ Nv0 TO STEP PANEL ¢ o_ o! a w CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL OF YELM J fy w 0 SURFACE TOR SMOOTH k CONSISTANT — , p0 >+.~ 1" KBI BALL VALVE, SL x SL COURSE COMPACT TO 9576 WITH EXISTING TANK FOOTING STEM \� ? U I 0 z a w 3" MIN. FINISH ROADWAY TO — J� / L122" N ALARM LIGHT AND = o w 0 o 1" PVC NIPPLE, SL x SL A.C. PAVEMENT GRADE B A.C. TO STEP WALL = SILENCE BUTTON o z ry ¢ a PAVING OSIER 4" CRUSHED SELECT BACKFILL CONFORM TO ALL EXISTING OVER GRAVEL BASE SURFACE. COMPACT TO 95x GRADES AND CURBS TANK TO STEP TANK F o ¢ w ? * *ALL NEW PIPE SIZES AND 1" x MAIN DIA. PVC TOP COURSE SLOPES SHALL MATCH Ir z J N REDUCING TEE CONCRETE SURFACE MATCH 1 "C, 8 - #12 w o_ FITTINGS SHALL BE 2 "0. the EXISTING SELECT BACKFILL MATCH EXISTING FINISH FROM POWER TO STEP TANK - SIMPLEX 3 U "0 DEPICTED IN THIS DETAIL SL x SL x TH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95X TEXTURE, AND GRADE. SOURCE OR PIPE SADDLE IS FOR REFERENCE ONLY. HYDROSEEiD/ PLANTINGS FINISH GRADE SHALL BE TO STEP TANK - DUPLEX LAWN/LANDSCAPE OVER 4" 11/2"C. 13 - #12 "£� MIN. TYPE A NATIVE BACKFILL SMOOTH do CONSISTANT TOP SOIL COMPACT TO 857E WITH EXISTING GRADE 1 TO STEP TANK - TRIPLEX w NATIVE BACKFILL MOUND BACKFILL J UNIMPROVED SUFACE NI /A 2" ABOVE EXISTING ¢ w w COMPACT TO 85X F- ° GRADE k SMOOTH iV z d O Z CSBC = CRUSHED SURFACE BASE COURSE 100 0 INSTALLATION NOTES, CSTC - CRUSHED SURFACE TOP N¢ 0 Q U m O J CITY OF YELM (COURSE CITY OF YELM CITY OF YELM CITY OF YELM m ao(n J0 LALL SERVICE LINE CARSON BOXES SHALL BE DEPT. OF PUBLIC WORKS * DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS LOCATED 4' FROM EDGE OF CURB TO CENTER DEPT. OF PUBLIC WORKS LOCATION OTHER THAN GARAGE ow0 OF CARSON BOX IN PLANTER STRIP ON BOTH 1) WALL OR REMOTE POST WILL ow 00 SIDES OF ROADWAY. TYPICAL 1 TYPICAL BE CONSIDERED ON A CASE TYPICAL PUMP CONTROL TYPICAL F'UMP 0' O0 2.GANG CARSON BOXES SHALL BE LOCATED 3' SERVICE CONNECTION BY CASE BASIS. PANEL INSTALLATION = w= z(L EL APART TO CENTER OF BOXES. PIPE TRENCH ON EXISTING HOUSE DEPENDINGEON MAY VARY MANUFACURER CONTROL F'ANEL U-¢ 3.BALL AND CHECK VALVES TO BE INSTALLED APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. w IN CARSON BOXES ACCORDING TO DRAWING. _ Z 7 0 1 PUBLIC WORKS DIRECTOR DATE CITY ENGINEER DATE 7-3 PUBLIC WORKS DIRECTOR DATE 7-5 PUBLIC WORK DIRECTOR DATE " — 6 m: DES. DWN. CKD. DATE DES. DWN. CKD. DATE DES. DWN. CKD. DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TF' 4/2007 USE 1" UNION TO CONNECT TESTING J V) ¢ li 3: O 4500 GAL 7v^ 5 ^ 6 _' O 6° MIN. BEDDING NOTE: INSTALL TANKS AS PER DETAIL OR RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RRSER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. o w LL)U -1 Q~ D -2 2 43" Y a D -3 2 50" o Z LL_ m U U FIBERGLASS LID FIBE FIBS U 2400 GAL OF PUBLIC WORKS _ O� W o TYPICAL SIMPLEX STEP 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS �a- z STAINLESS STEEL U TYPICAL TANK INSTALLATION HLL z �0 TANK L U U U U p U °O7) 14 GA. OF HEAVY INSULATED o cn COPPER TONING WIRE a PIPE BEDDING FOR (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). U y SPLICE TO EXISTING fO FLEXIBLE PIPE 14 GAUGE TONING ALL TONING WIRE SPLICES SHALL 0- 3 WIRE FINISH BE CONNECTED BY USING D.B.Y. * 0 O � N >_ GRADE CONTROL CONTRACTOR TO ° J a m -' KITS MANUFACTURED BY 3M PIPE O.D. GARAGE SHIM, ETC. TO PANEL GARAGE WALL _� z z ¢ ¢ a in WALL ACCOUNT FOR ci 0 a Or Do N z DIFFERENT TYPES PUMP CONTROL DECAL - SEE W o � w TO STEP TANK i 0 OF SIDING PANEL * ,N SPECIFICATIONS Nz0 STEP MAIN o PIPE } N z U N O O.D. m ° 3/4" PVC (CONTRACTOR TO w ¢ a V)i z of CONDUIT FORM BOTH CONDUITS i i Q I a W w AS SHOWN FOR BOTH TO SILENCE ALARM BOLD 18PT. ¢ N N w w 0 �' ¢ CONNECT TO o z U PUSH LIGHT. LETTERING ° ¢ w z EXISTING PVC g w 3/4" LB CONDUITS) w X ¢ SERVICE LINE 1" SCHEDULE HOLE STRAPS AS 380- 458 -8411 0<m 0 cJj 40 PVC SWP R E S TC� R A TI O N TABLE 1 ELECTRICAL I STAINLESS STEEL TWO FDRITY SERVICE CALL z w w REQUIRED TO SECURE ° ° 1" KBI BALL VALVE, SL x SL SURFACE TMIC BACKFILL/ COMMENTS/ ° LINE FROM TO ELECTRICAL CONDUIT TO WALL ��' S o z Of z PVC SWING CHECK TYPE ACNESS UNDER HOUSE PANEL N KEY o 0 0! 0 ¢ 1" CHECK VALVE COMPACTION REQMNTS. OTHER REQUIREMENTS EXISTING GROUND 5" PADLOCK WITH COMMON z w N w o VALVE SL x SL FINISH GRADE SHALL BE CONDUIT CENTERED ON FURNISHED BY THE CI-f o w ¢ Nv0 TO STEP PANEL ¢ o_ o! a w CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL OF YELM J fy w 0 SURFACE TOR SMOOTH k CONSISTANT — , p0 >+.~ 1" KBI BALL VALVE, SL x SL COURSE COMPACT TO 9576 WITH EXISTING TANK FOOTING STEM \� ? U I 0 z a w 3" MIN. FINISH ROADWAY TO — J� / L122" N ALARM LIGHT AND = o w 0 o 1" PVC NIPPLE, SL x SL A.C. PAVEMENT GRADE B A.C. TO STEP WALL = SILENCE BUTTON o z ry ¢ a PAVING OSIER 4" CRUSHED SELECT BACKFILL CONFORM TO ALL EXISTING OVER GRAVEL BASE SURFACE. COMPACT TO 95x GRADES AND CURBS TANK TO STEP TANK F o ¢ w ? * *ALL NEW PIPE SIZES AND 1" x MAIN DIA. PVC TOP COURSE SLOPES SHALL MATCH Ir z J N REDUCING TEE CONCRETE SURFACE MATCH 1 "C, 8 - #12 w o_ FITTINGS SHALL BE 2 "0. the EXISTING SELECT BACKFILL MATCH EXISTING FINISH FROM POWER TO STEP TANK - SIMPLEX 3 U "0 DEPICTED IN THIS DETAIL SL x SL x TH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95X TEXTURE, AND GRADE. SOURCE OR PIPE SADDLE IS FOR REFERENCE ONLY. HYDROSEEiD/ PLANTINGS FINISH GRADE SHALL BE TO STEP TANK - DUPLEX LAWN/LANDSCAPE OVER 4" 11/2"C. 13 - #12 "£� MIN. TYPE A NATIVE BACKFILL SMOOTH do CONSISTANT TOP SOIL COMPACT TO 857E WITH EXISTING GRADE 1 TO STEP TANK - TRIPLEX w NATIVE BACKFILL MOUND BACKFILL J UNIMPROVED SUFACE NI /A 2" ABOVE EXISTING ¢ w w COMPACT TO 85X F- ° GRADE k SMOOTH iV z d O Z CSBC = CRUSHED SURFACE BASE COURSE 100 0 INSTALLATION NOTES, CSTC - CRUSHED SURFACE TOP N¢ 0 Q U m O J CITY OF YELM (COURSE CITY OF YELM CITY OF YELM CITY OF YELM m ao(n J0 LALL SERVICE LINE CARSON BOXES SHALL BE DEPT. OF PUBLIC WORKS * DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS LOCATED 4' FROM EDGE OF CURB TO CENTER DEPT. OF PUBLIC WORKS LOCATION OTHER THAN GARAGE ow0 OF CARSON BOX IN PLANTER STRIP ON BOTH 1) WALL OR REMOTE POST WILL ow 00 SIDES OF ROADWAY. TYPICAL 1 TYPICAL BE CONSIDERED ON A CASE TYPICAL PUMP CONTROL TYPICAL F'UMP 0' O0 2.GANG CARSON BOXES SHALL BE LOCATED 3' SERVICE CONNECTION BY CASE BASIS. PANEL INSTALLATION = w= z(L EL APART TO CENTER OF BOXES. PIPE TRENCH ON EXISTING HOUSE DEPENDINGEON MAY VARY MANUFACURER CONTROL F'ANEL U-¢ 3.BALL AND CHECK VALVES TO BE INSTALLED APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. w IN CARSON BOXES ACCORDING TO DRAWING. _ Z 7 0 1 PUBLIC WORKS DIRECTOR DATE CITY ENGINEER DATE 7-3 PUBLIC WORKS DIRECTOR DATE 7-5 PUBLIC WORK DIRECTOR DATE " — 6 m: DES. DWN. CKD. DATE DES. DWN. CKD. DATE DES. DWN. CKD. DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TP 4/2007 JY JEG TF' 4/2007 ini-, mill 1, AaJ i viviawn 1 5.0. POWER GABLE AND I NSTALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET THE 1/8" BY -PASS ORIFICE OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. USE 1" UNION TO CONNECT TESTING 1 1500 GAL 3000 GAL 4500 GAL 7v^ 5 ^ 6 _' 6° MIN. BEDDING NOTE: INSTALL TANKS AS PER DETAIL OR RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RRSER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. D -1 2 60" 72" D -2 2 43" 55" D -3 2 50" 62" V -1 400 GAL APARATUS FOR PRESSURE TESTING SERVICE FIBERGLASS LID FIBE FIBS 1100 GAL 2400 GAL OF PUBLIC WORKS O DIMENSIONS SHOWN. O U TYPICAL SIMPLEX STEP 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS 1500, 3000, 4500 GALLON STAINLESS STEEL CONCRETE TANK TYPICAL TANK INSTALLATION FLOATSSAND COMPLETE RISRS. ONE VAULT ONE UMPETHE SECOND �AULTTAINS STEP TANK /PUMP TANK DIMENSIONS FOR A BEDDING U U U U AND NEOPRENE GASKET ALL STEP TANKS Sf­ALL BE H -20 LOAD RATED TANKS. CONTAINS TWO PUMPS. a APPROVED DWG. NO. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE APPROVED 18" MIN RISER HEIGHT TYPICAL WITH ALL NON - TRAFFIC BEARING TANKS APPROVED DWG. NO. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. THREE RISERS AND LIDS. PUBLIC WORKS DIRECTOR DATE 7 -11 PUBLIC WORKS DIRECTOR DATE 7 -13 PUBLIC WORKS DIRECTOR DATE 7 -17 PUBLIC WORKS DIRECTOR DATE 7 -18 DES. DWN. CKD. DATE 0 DES. DWN. CKD. DATE DES. DWN. CKD. DATE 1" DIA .PVC HOSE AND DES. DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP I 4/2007 JY JEG TP 4/2007 JY JEG TP' 4/2007 JY JEG TP 4/2007 LEAVE SUFFICIENT VALVE ASSEMBLY ORIENT BALL VALVE W W W W L HARE TO ALLOW FOR AS SHOWN. BALL VALVE D \ N n cq N M PUMP REMOVAL SHALL BE WITH 12" BELOW Z WATER TIGHT LID FINISHED GRADE N M d ELECTRICAL SPLICE BOX WITH CORD GRIPS LID �� 3 d ALL CONNECTIONS SHALL BE WRAPPED WITH HEAT SHRINK BUTT CONNECTORS. 21 "0 MIN.PVC RISER 21" OR 24" PVC RISER W /LID SLOPE GROUND AWAY FROM RISER 0" DIA. RIBBED PVC ISER NTH NEOPRENE WITH WATER TIGHT LID I I PUMP VAULT RISER V /GROMMETS ca� 74 GAUGE INSULATED 10" FROM TOP OF RISER TO 14 GAUGE TONING oo 14 GAUGE TONING I / WIRE TO SERVICE FINISHED GRADE TONING WIRE OF ELECTRICAL CONDUIT O WIRE TO SS CO N ° / BOX W � INSTALL IN 3/4" EY CONDUIT SEAL TONING WIRE - INSTALL 1 co) RISER m ELECTRICAL CONDUIT T IN RISER . — J '( L 30 "0 RISER co z FIBERGLASS LID W POWER SOURCE c I — v a WITH STAINLESS STEEL 0 i W EFFLUENT DISCHARGE V -1 1 2 PART USE ORCNO 3 Z o M BOLTS AND NEOPRENE STANDARD W/� I TANK TO RISER Y/ LL. GASKET INLET TEE 4 ^0 iv ? 2 -PART EPDXY, USE o ADAPTER FOR CONCRETE Lu cc 5' MIN (TYP.) 1 "t1 4" ALL LIDS / V ORIFICE ORENCO RISER TANK N TANKS H IL a 4N F2 , ALARM "� ADAPTOR FOR CONCRETE TANKS 4"01ORFICE 1 y � W /��/ v/ NATIVE OR SELECT 17 r FINISH GRADE TYPI.N SLOPE T O LEVELp 3.5` ON o o � PUMP ASSEMBLY, SEE m BACKFILL AS NATIVE G RAD 3.5" OFF N 1 1 ` I DWG. NO. 7 -9 ALARM HIGH LEVEL 31/" O DIRECTED BY -'.', ,.. j'� '�•:'"' �..• c =y; .r "`.' ,�.; Z �� E (TYP.) uD 3.5" REDUNDANT 1" PVC FLOAT ASSEMBLY AS SET M o ° `., `- N 3z ON ENGINEER. �' r 6" is ?,•� - ` Z NATIVE z 14 GAUGE COPPER OFF BY CITY OF YELM cn D D f V -2 I OFF P372" 1/2' U MIN. a m ;: 1h GRADE m TONING WIRE, 2' -0" ORENCOESYSTEMS, O R qj BAFFLE REDUNDANT OFF " TAIL ABOVE GROUND INC., OR EQUAL 1 -1/4" DIA. INLET 97401 NOTE 1 ( ) OAiAI.� �i,. `Y' �` " 0 z N c N ORIFICE HOLES AROUND PERIMETER OF VAULT a� U N I 00 000 °� w m - rn Z J N N o to x i �_ mE 4" DIA. PVC FLOW a 00 c O M M r_ of N INDUCER 2 3 VOLUME 1 3 VOLUME J F ti • z cn ORENCO TANK TO W L a� Z ,F+, RISER ADAPTOR w AFFLE PVC BIOTUBE 6" MIN BEDDING-/ U JOB NUMBER: (FOR USE WITH NON- TRAFFIC BEARING TANKS) 14009 DRAWING NA VARIES 14009_SS T1 C2. SHEET: 13 OF 14 SUBMERSIBLE EFFLUENT ORENCO TURBINE 10 GPM BEDDING MATERIAL FOR P.10 0511 OSI PUMP WITH RIGID PIPE SHALL BE SAND NOTE: ini-, mill 1, AaJ i viviawn 1 5.0. POWER GABLE AND I NSTALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET THE 1/8" BY -PASS ORIFICE OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. 1 1500 GAL 3000 GAL 4500 GAL 7v^ 5 ^ 6 _' 6° MIN. BEDDING NOTE: INSTALL TANKS AS PER DETAIL OR RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RRSER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. D -1 2 60" 72" D -2 2 43" 55" D -3 2 50" 62" V -1 400 GAL 600 GAL V -2 1100 GAL 2400 GAL OF PUBLIC WORKS "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. 1 NOTES: 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED r MANUFACTURER'S RECOMMENDATION WHICHEVER IS MORE STRINGENT. WWWW CITY OF YELM AS A TRIPLEX PUMP VAULT. CITY OF YELM CITY OF YELM CITY OF YELM 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 O DIMENSIONS SHOWN. O U TYPICAL SIMPLEX STEP 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS 1500, 3000, 4500 GALLON FLOAT SETTING VAULT CONCRETE TANK TYPICAL TANK INSTALLATION FLOATSSAND COMPLETE RISRS. ONE VAULT ONE UMPETHE SECOND �AULTTAINS STEP TANK /PUMP TANK DIMENSIONS FOR A BEDDING U U U U SIMPLEX PUMP VAULT RISER CONTAINS TWO PUMPS. a APPROVED DWG. NO. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. APPROVED DWG. NO. — PUBLIC WORKS DIRECTOR DATE THREE RISERS AND LIDS. PUBLIC WORKS DIRECTOR DATE 7 -11 PUBLIC WORKS DIRECTOR DATE 7 -13 PUBLIC WORKS DIRECTOR DATE 7 -17 PUBLIC WORKS DIRECTOR DATE 7 -18 DES. DWN. CKD. DATE 0 DES. DWN. CKD. DATE DES. DWN. CKD. DATE DES. DWN. CK DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP I 4/2007 JY JEG TP 4/2007 JY JEG TP' 4/2007 JY JEG TP 4/2007 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" r r r r WWWW Z���� N O U O O U O U }U U U U U a a a a- m 0 0 0 W W W W L D \ N n cq N M Z N M d a 3 d W r V ca� O W � U co) H z W c � v a 0 i W 3 Z o M W/� o Y/ LL. N Lu cc V log m H IL a 4N y � W /��/ v/ r w o o � m IL a N U U F_: O Z m m m o w W Z C9 cn D D U N O 1h / R qj 97401 OAiAI.� c N DO O a� U 00 w x 0 w fo o O m ct M rn Q N N N r+ x . a op op mE a 00 c O M M r_ Z � ~ J F W W L a� Z c U' w O Z W I U JOB NUMBER: 14009 DRAWING NA E: 14009_SS T1 C2. SHEET: 13 OF 14 FINISHED GRADE OD SEC 19, TWP 17N, RGE 2E, W.M. x16 CMU SLOPED CAP x16 CMU ENCLOSURE - CH BUILDING HOOKED VERT REBAR ® 32" W/ SOLID FILLED CONCRETE 1TY CAVE - TOOLED SOLID UTED JOINTS (2) #4 CONT REBAR ® BOTTOM OF FOOTING #4 REBAR ® 12" OC EA WAY �6" CONC. SLAB W/ LT BROOM ° FINISH d ° ° a 4 d ° G � ,..dam (0 J d d r ° d c ° 2 ° a e a. 1' -4" REFUSE ENCLOSURE SECTION I GATE 3' -0" GATE ° 0 `I. a 0 I 4" SCHEDULE 40 STEEL OR - REINFORCED CONCRETE MARKER POST STAMPED WITH "W" AND DISTANCE TO VALVE POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR CEMENT CONCRETE CLASS 30 I- `I W SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE NOTE: 3' 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT - Q.::. SEE DETAIL 6 -7) 2' CEMENT CONCRETE CLASS 3000 1' HYDRANT BOLLARD 24' -0" CITY OF YELK WASHINGTON DEPT. OF PUBLIC WORKS _ VALVE MARKER POST & HYDRANT BOLLARD DETAIL APPROVED DIM NO PUBLIC WORKS DIRECTOR DATE 6-12 DIM DW cia DATE ES JEG TP 4/2007 ° .d ° CONCRETE 'REFUSE' d° PAP d d ° d. d ° Q ° a d r PRE - ENGINEEREED SOLID METAL GATES MUST SWING FREELY & OPEN 90- DEGREES MINIMUM FROM CLOSED POSITION & BE ABLE TO BE LOCKED IN THE \< OPEN POSITION CONCRETE EXTRUDED CURB .�---- 12' -0" GATE REFUSE ENCLOSURE PLAN lo 24' -0" -PRE- ENGINEERED SOLID METAL 8x8x16 CMU ENCLOSURE 10_g Jc� GATES TO FIT OPENING INDICATED. W/ SLOPED CAP - MATCH 'I PROVIDE W/ SUPPORTS, HINGES, BUILDING CANE BOLT, PADLOCK, READY SLIDE BOLT, & OTHER ACCESSORIES AS REQ'D. COLOR AS SELECTED BY OWNER TO BEST MATCH BUILDING. 00 o 8x8x16 CMU ENCLOSURE W/ CONCRETE EXTRUDED I SLOPED CAP - MATCH BUILDING CURB lull NII 111-d I CONCRETE EXTRUDED CURB REFUSE ENCLOSURE NORTH ELEVATION REFUSE ENCLOSURE WEST ELEVATION REFUSE ENCLOSURE DETAIL N.T.S. km "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" ao 12' -0" GATE PRE - ENGINEERED SOLID METAL GATES TO FIT OPENING INDICATED. PROVIDE W/ SUPPORTS, HINGES, CAME BOLT, PADLOCK, READY SLIDE BOLT, & OTHER ACCESSORIES AS REQ'D. COLOR AS SELECTED BY OWNER TO BEST MATCH BUILDING. 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 subgrode. 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 "sewer ". 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. r r r r wWWw Z i 0000 N U U U U U U U U a (L a a O O o 0 w w w w L to LO Q �C n N N M 1W©©M d OC cc W J V 0. J W _J UJ Z 4C ca lu 1- O Z ♦V♦w cI U U Q 2 LL_ O U Z I O V Z O V OC �( O U N Ul Ul O d a a vi LU i o W U 4 w I 'o � I d \ O_ } Q) M V } O 0 w m i w M ° M Q w Z N N Y Li U U o 'a CO o o LLJ LAJ o o 0 U p O Q) O V O 0 w E a, 0 M Q N N N N o 'a CO o o o 0 o o M O M M Z W W Z w � z co u, JOB NUMBER: 14009 DRAWING NAME: C2A SHEET: 14 OF 14 c a� E (1) vn cv C m V a� 0 CL rn c c a v J m C cu cu C w U � of IN \ \ \ / 110 ` V \ ST ` S 10- Variegated Japanese Sedge \-8- Otto Luyken Laurel K- O `1-3- Weeping Alaska 0Cedar `20- Kinniklnnick 15- Pyramidal Arborvitae ence, see Civil Pians '1-7- David's Viburnum '\�-Trees or shrubs with aggressive root systems Shall not be placed within 2' of sewer —I 4- Magic Carpet 5pirea V- 9- anese Sedge K1nniklnnlck 5- David's Viburnum PLANTING PLAN SCALE: I " = 10' -0" LANDSCAPE NOTES: 1. 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.D15trlbute 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.AI1 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). 8.13ackfill mix for plants shall be a blend of 1/3 existing site 5011, 1/3 coarse sand, and 1/3 fine compost. 9.Apply 05MCGOte 18 -G -1 2, 9 month slow release fertilizer over the surface of all plant pets at the following rates: Trees: I cup All shrubs (except I gal): 1/2 cup I Gallon plants: I/4 cup Ground Covers: 1/4 cu p 10. All shrub and ground cover beds shall receive a 2 " -3" depth (7 CY per 1 000 5F) of "Fine Grind" hem /fir bark mulch as top dressing. 1 1. 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 vanciallsm. CONTINUOUS OUTER ROW OF AREA FOR SPACING PLANTS SPACED "X" ON CENTER ADJUSTMENT AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X" + + 2/3 "X" -l- k + EDGE OF PLANTING BED + "J + + + + + + + + 1 TRIANGULAR SPACING WITHIN PLANTING BED SPECIFIED PLANT SPACING = "X" INDIVIDUAL PLANTS REPRESENTED AS: + PLANT SPACING DETAIL 0 I �J /je I � �� J NT5 2" MULCH IN BASIN 3" WATER RETENTION BASIN (IN SHRUB AND GP.OUNDCOVER 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 FLIAN1 r1I- " PLANTING. SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH. TREE PLANTING DETAIL NT5 PLANT LIST Botanical Name Common Name Isize & Remarks I Quantity Acercircinatum Vine Maple 6' ht., multi -stem 1 Chamaecyparis nootkantensis 'Pendula' Weeping Alaska Cedar 8' ht., b &b 6 Prunus cer. 'Krauter's Vesuvius' Krauter's Vesuvius Flowering Plum 2" C. 3 Prunus c. 'Chanticleer' Chanticleer Columnar Pear 2" C. 3 Thuja occidentalis 'Excelsa' JPyramidal Arborvitae T-5' ht., b &b 15 FERTILIZER TABLETS, MIN, OF TWICE DEPTH *matched form, meet minimum ANSI standards 2 " -6" DEPTH THE ROOTBAL Arctostaphylos uva -ursi Kinnikinnick 1 gal. 133 Berberis thunbergii 'Crimson Pygmy' Crimson Pygmy Barberry 3 gal. 42 Carex m. Aurea- Vadegata' Variegated Japanese Sedge 1 gal. 75 Heuchera 'Obsidian' Heuchera 1 gal. 6 Rex 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 Polystichum munitum Polystichum 'tsus - simense' Prunus I. 'Otto Luyken' Sword Fem Korean Rock Fem Otto Luyken Laurel 1 gal. 1 gal. 5 gal. 9 16 20 Rhododendron 'PJM' PJM Rhododendron 5 gal. 2 Rhododendron 'Snow Lady' Snow Lady Rhododendron 5 gal. 23 Spiraea japonica 'Magic Carpet' Magic Carpet Spirea 3 gal. 29 .Viburnum da�4dii David's Viburnum 5 gal. 24 .0 � e ]FREE TIES. TWO 2X2 WOOD STAKES ARRANGED PARALLEL TO CURB OR WALKWAY LIMITS OF TREE PIT J MIN. DEPTH N INTO UNDI5TURBED 5UBGRADE NOTE: INSTALL TREE STAKES ONLY A5 NEEDED. * IMPORTANT. REMOVE TREE STAKES AFTER ONE YEAR. TREE STAKING DETAIL NT5 AN' fl -)V E D TH15 PLAN IS A CONCEPTUAL DRAWING AND DUE TO EXISTING 51TE CONDITIONS, FIELD A[:)JU5TMENT5 MAY BE NECESSARY ALL NATURAL PRODUCTS AND /OR PLANT MATERIAL MAY VARY IN SIZE AND SHAPE. for Permit SCALE: I " = 10' -0" w W N 1� O H� rw U V I� �6 L s U s -E N W O — �— N O Q O N O >--I D I D m L L L L ono zz0 J-3 n All WE. I LL- O cv w U C � r � K 0 " W YIs 0 00 oO°, o � o M O z0 Cn N �o v 0 N L� M M Q) Ln Q Q E Q� MULCH 3; \ d e d WATERING BASIN BERM PLANTING PIT SHALL BE A ROOTBALe���,�i' ��- FERTILIZER TABLETS, MIN, OF TWICE DEPTH 2 " -6" DEPTH THE ROOTBAL 6'' WHIN. PEEL BURLAP BACK DEPTH' FROM TOP HALF OF ROOT BALL AFTER ROOTbALL PLACING SHRUB IN DIAMETER PLANTING HOLE (REMOVE COMPLETELY 6^ , MIN. MIN. IF FIBERGLASS OR TREATED). PLANTING PI BACKFILL SOIL MIX SHALL BE A MINIMUM OF TWICE THE ROOT - BALL DEPTH SHRUB PLANTING DETAIL (CONT., B * B) NT5 ]FREE TIES. TWO 2X2 WOOD STAKES ARRANGED PARALLEL TO CURB OR WALKWAY LIMITS OF TREE PIT J MIN. DEPTH N INTO UNDI5TURBED 5UBGRADE NOTE: INSTALL TREE STAKES ONLY A5 NEEDED. * IMPORTANT. REMOVE TREE STAKES AFTER ONE YEAR. TREE STAKING DETAIL NT5 AN' fl -)V E D TH15 PLAN IS A CONCEPTUAL DRAWING AND DUE TO EXISTING 51TE CONDITIONS, FIELD A[:)JU5TMENT5 MAY BE NECESSARY ALL NATURAL PRODUCTS AND /OR PLANT MATERIAL MAY VARY IN SIZE AND SHAPE. for Permit SCALE: I " = 10' -0" w W N 1� O H� rw U V I� �6 L s U s -E N W O — �— N O Q O N O >--I D I D m L L L L ono zz0 J-3 n All WE. I LL- O cv w U C � r � K 0 " W YIs 0 00 oO°, o � o M O z0 Cn N �o v 0 N L� M M Q) Ln Q Q E Q� , i , (n / V Vv �^O � EXISTING ASPHALT ;r , °F Zone 2 r� i i ell Ile- cr, 0`` , . J I Zone 2 r Drip Irrigation in Shrub Beds Drip Irri ation in !yo Shrub Beds '* Zone I V 0/ 0� Refuse /Fence, see Civil Plans 2" Sleeves Typ. \ \ C. 1�1 0 O_ �� '; " Laterial Line to Zone 2 P 9 Drip Irrigation in Shrub Beds 0 r 11 " Laterial Line to Zone 2 IRRIGATION PLAN NOTES: SCALE: I " = 10' -0" I 77E L E KEY HANDLE TO CLEAR TOP OF BOX BY 2" MINIMUM. 2. THREADED ONE END NIPPLE * SOLVENT JOINT NIPPLES TO BE SCHEDULE 80. QUICK COUPLING VALVE 3. SUPPLY LINE TEE, THREADED ONE END NIPPLE � SOLVENT JOINT NIPPLES NOT INCLUDED IN PRE- FABRICATED SWING JOINT KIT. SET TOP OF BOX FLUSH W /FINISH GRADE SET VALVE BOX FLUB"'"" FINISH GRADE PVC SCH 40 ELL 30 -INCH LINEAR LENGTH OF WIRE, COILED SURROUNDING FINISHE[ SCH 80 NIPPLE Fr- WA5HEDPfAGKAVIfL WATER PROOF COINNECTION � 10`0 VALVE BOX 3' MIN, VALVE BOX COVER TOP OF MULCH RAINBIRD ID TAG (3" MIN. DEPTH) O1 NOTE: WHEN GLUING THE G00 -CF- I ,t (LENGTH AS REQV.) NOT SHOWN RAINBIRD XFD -09 -12 -500 CUT OPENING IN SIDE TO O N U.S. THREADED #4 REBAR W/ L ONE END PVC NIPPLE 5.5. CLAMPS MAINLINE (MIN. I " GAP) (MIPT) AS RI5EK BRASS BALL VALVE — MATCH LINE SIZE CONTROL ZONE KIT: I "'LA5C0' OR EQUAL RAINBIRD — PRE- FABRICATED SWING v (I ) � JOINT (SCHEDULE 80) I" PVC NIPPLE - LENGTH AS NECESSARY (INCLUDES BALL VALVE, 100FE55 VALVE, MANUAL DRAIN VALVE FITTINGS AND SWEEP ELL fO TO ACCOMODATE 45' ANGLE (SOLVENT JOINT) RAINBIRD QKCHK100 BASKET FILTER AND MAINLINE PIPE P5I -M40X -100 PRESSURE REGULATOR.) 4,(� 0 0 PVC LATERAL RAINBIRD INSTALL WITH USE SECOND MALE ADAPTER (FROM SWIN( 0 pp oo 30 -45° ANGLE JOINT KIT) AND SOLVENT JOINT PVC NIPPLE PVC SCH 40 MALE ADAPTER NIPPLE INTO SOLVENT JOINT SUPPLY LINE OUTLET S— — —i PRESSURE MAINLINE, TEE OR ELL QUICK COUPLER ROCK SUMP PVC SCH 80 NIPPLE, CLOSE BRICK (I OF 4) LATERAL LINES, CLASS 200 PVC PIPE, INSTALL ® 12" DEPTH 24" UDDER PAVED AREAS 3 -INCH MINIMUM DEPTH OF NT5 X- XCZ - 100 -B -COM NT5 IRRIGATION 5HEET NOTES: I . Th15 plan 15 diagrammatic; all piping, valves, etc. shall be installed in shrub beds where p0551121e and shall follow the plan a5 close a5 15 practical. 2. Contractor 15 re5pon5ible 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 e5tabli5hment. 5. Refer to details for additional information. G. All piping and wiring under paved areas shall be housed in class 200 PVC 51eeve5 installed at a 24" depth. Size 5leeve5 a5 needed to accommodate pipe and wires, unless otherwise 5peafie6 on drawing. 7. Contractor shall make field aC1Ju5tment5 as needed to obtain full coverage. 8. All manual, gate and electrical valves and other underground equipment shall be housed in Nelson, Ametek or equal rectangular valve boxes. 9. No in -line wire splices allowed. Supply valve boxes at all electricaljunction5. Tape and bundle wires every 25 linear feet. 1 0. Contractor 15 re5pon5ible for complete system drainage. Install manual drains at all mainline low points and where indicated on plan. Contractor shall provide adJu5table check valves on any irrigation head that experiences low head drainage. I I . All threaded pipe connections shall be made using Teflon tape wrapped at least three times arounJ pipe threads. 12. All gate and electric valves shall be installed with unions on the downstream end of the valve (Refer to Beta l5). 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 15 not available. 14. Contractor shall provide owner with one set of as -built record drawings showing exact actual locatiion5 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 5pe0ficatipn5 to achieve proper operation of said equipment. All equipment m5tallation5, 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 a5 to not cause damage to the root protection zone, such a5 by cutting roots, digging trencher, operation of machinery, etc. Special care must be taken (hand digging trenches, designing lines to stay out of these areas where p0551ble, 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 and growing manner. IRRIGATION LEGEND (To Be Determined) SYMBOL MFR. CATALOG N0. DESCRIPTION DTL. NOT SHOWN RAINBIRD ID TAG G DIA. CLASS 200 SLEEVE O1 NOTE: WHEN GLUING THE G00 -CF- I FINISH GRADE (LENGTH AS REQV.) NOT SHOWN RAINBIRD XFD -09 -12 -500 CUT OPENING IN SIDE TO O N _ ACCOMODATE NIPPLE FROM DOUBLE CHECK VALVE BACKFLOW F REVENTOR SPACE 2' -G" APART 8 MAINLINE (MIN. I " GAP) GB —R series BRASS BALL VALVE — MATCH LINE SIZE CONTROL ZONE KIT: OO RAINBIRD — 3/4" QUICK COUPLER VALVE RAIN BIRD XCZ- 100 -B -COM (I ) RAINBIRD — (INCLUDES BALL VALVE, 100FE55 VALVE, MANUAL DRAIN VALVE FITTINGS AND SWEEP ELL fO s RAINBIRD QKCHK100 BASKET FILTER AND 1" COMMERCIAL DRIP KIT VALVE P5I -M40X -100 PRESSURE REGULATOR.) 4,(� 0 0 PVC LATERAL RAINBIRD ESP8LXME 8 STATION CONTROLLER 0 pp oo © "X4" SCH. 80 PVC SCH 40 MALE ADAPTER NIPPLE PVC SCH 80 UNION FOR S— — —i PRESSURE MAINLINE, ±3 CF DRAIN SERVICING A55EMBLY ROCK SUMP PVC SCH 80 NIPPLE, CLOSE BRICK (I OF 4) LATERAL LINES, CLASS 200 PVC PIPE, INSTALL ® 12" DEPTH 24" UDDER PAVED AREAS 3 -INCH MINIMUM DEPTH OF CLASS 200 PVC PIPE SLEEVES, INSTALL ® 24" DEPTH PVC 5CH 40 TEE OR ELL 3/4 -INCH WASHED GRAVEL 14 —AWG DIRECT BURIAL LOW VOLTAGE WIRE, RED = SIGNAL WHITE == COMMON PVC MAINLINE " COMMERCIAL CONTRC)L ZONE KIT W/ BASKET FILTER X- XCZ - 100 -B -COM NT5 IRRIGATION 5HEET NOTES: I . Th15 plan 15 diagrammatic; all piping, valves, etc. shall be installed in shrub beds where p0551121e and shall follow the plan a5 close a5 15 practical. 2. Contractor 15 re5pon5ible 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 e5tabli5hment. 5. Refer to details for additional information. G. All piping and wiring under paved areas shall be housed in class 200 PVC 51eeve5 installed at a 24" depth. Size 5leeve5 a5 needed to accommodate pipe and wires, unless otherwise 5peafie6 on drawing. 7. Contractor shall make field aC1Ju5tment5 as needed to obtain full coverage. 8. All manual, gate and electrical valves and other underground equipment shall be housed in Nelson, Ametek or equal rectangular valve boxes. 9. No in -line wire splices allowed. Supply valve boxes at all electricaljunction5. Tape and bundle wires every 25 linear feet. 1 0. Contractor 15 re5pon5ible for complete system drainage. Install manual drains at all mainline low points and where indicated on plan. Contractor shall provide adJu5table check valves on any irrigation head that experiences low head drainage. I I . All threaded pipe connections shall be made using Teflon tape wrapped at least three times arounJ pipe threads. 12. All gate and electric valves shall be installed with unions on the downstream end of the valve (Refer to Beta l5). 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 15 not available. 14. Contractor shall provide owner with one set of as -built record drawings showing exact actual locatiion5 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 5pe0ficatipn5 to achieve proper operation of said equipment. All equipment m5tallation5, 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 a5 to not cause damage to the root protection zone, such a5 by cutting roots, digging trencher, operation of machinery, etc. Special care must be taken (hand digging trenches, designing lines to stay out of these areas where p0551ble, 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 and growing manner. IRRIGATION LEGEND (To Be Determined) SYMBOL MFR. CATALOG N0. DESCRIPTION DTL. NOT SHOWN RAINBIRD XB -1OPC LANDSCAPE DRIP EMITTERS 1.0 & 2.0 GPH O1 NOTE: WHEN GLUING THE G00 -CF- I TRENCH BACKFILL XB -20PC NOT SHOWN RAINBIRD XFD -09 -12 -500 XFD Dri line O N FEBCO 850 DOUBLE CHECK VALVE BACKFLOW F REVENTOR SPACE 2' -G" APART 8 RAINBIRD GB —R series BRASS BALL VALVE — MATCH LINE SIZE �- OO RAINBIRD — 3/4" QUICK COUPLER VALVE CONTROL ZONE KIT: 10 RAINBIRD — ANGLE VALVE FOR MANUAL DRAIN FITTINGS AND SWEEP ELL fO s RAINBIRD XCZ- 100 —B —COM 1" COMMERCIAL DRIP KIT VALVE WITH COMPRESSION FITTING5: © RAINBIRD ESP8LXME 8 STATION CONTROLLER © RAINBIRD LXMMPED PEDESTAL ENCLOSURE FOR CONTROLLER MAINLINE PIPING S— — —i PRESSURE MAINLINE, SCH. 40 PVC PIPE, INSTALL ® 18" DEPTH 24 UNDER PAVED AREAS LATERAL LINES, CLASS 200 PVC PIPE, INSTALL ® 12" DEPTH 24" UDDER PAVED AREAS `` - - - -_ 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 10.1 1" 2 9.0 1" NOTES: I . CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERVICING. 2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 3. AVOID OVER COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. MANUAL DRAIN VALVE I "X6" SCH. 80 NIPPLE MAINLINE $ TEE WELL COMPACTED 5UBGRADE NT5 1324 12 G" 12° 1419 1419 910 EDGE OF PLANTING BED OR LAWN AREA -° EDGE OF PAVING OR GRAVEL AREA VALVE BOX 1 N5TALLATION 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 FEBCO MODEL 850 Double Check Valve Assembly 4,1111"", Inv G" MIN. CLEARANCE PVC MAINLINE PEA GRAVEL (INSTALL MIN. 2 CU. FT. BELOW BACKFLOW PREVENTOR) DOUBLE CHECK VALVE NT5 EASY FIT COMPRESSION FITTINGS: COUPLING - RAIN BIRD MDCFCOUP FLUSH CAP - RAIN BIRD MDCFCAP W z = Z Z PVC SCH. 40 MAINLINE W/ MIPT ADAPTERS NT5 FINISH GRADE LINE 51ZED GATE VALVE �- 12" DEPTH OF y r PEA GRAVEL G "DIA. PVC PIPE- 12 "LONG; UTILIZE AMETEK 20" DEEP - ROADWAY BOX BOTTOM IF MAINLINE DEPTH IS 24" WELL COMPACTED 5UBGRADE GATE VALVE COMPRESSION ADAPTER: Ln RAIN BIRD G00 -CF- I O1 NOTE: WHEN GLUING THE G00 -CF- I TRENCH BACKFILL ADAPTER INTO THE PVC TEE, USE O2 AN ABS TO PVC BONDING SOLVENT LANDSCAPE DRIPLINE TUBING: O RAIN BIRD LANDSCAPE DRIPLINE NON - POTABLE - XFD -09 -1 2 -500 WIRES TO REMOTE CONTROL SPACE 2' -G" APART > AIR/VACUUM RELIEF VALVE: VALVES RAIN BIRD AR VALVE KIT �- (INSTALL AT HIGH POINT V J IN LANDSCAPE SYSTEM) FITTINGS AND SWEEP ELL CONTROL ZONE KIT: O6 RAI N BI KD XCZ- 100 -B -COM TRACE WIRE TAPED TO MAINLINE PIPE FITTINGS AND SWEEP ELL fO SUPPLY HEADER TOP OF ALL LATE RAILS PVC LATERAL LINE LINE PIPING WITH COMPRESSION FITTING5: AND MAINLINE @ 10' O.C. RAIN BIRD G00 -CF- I XF SERIES DRIPLINE W z = Z Z PVC SCH. 40 MAINLINE W/ MIPT ADAPTERS NT5 FINISH GRADE LINE 51ZED GATE VALVE �- 12" DEPTH OF y r PEA GRAVEL G "DIA. PVC PIPE- 12 "LONG; UTILIZE AMETEK 20" DEEP - ROADWAY BOX BOTTOM IF MAINLINE DEPTH IS 24" WELL COMPACTED 5UBGRADE GATE VALVE FINISH GRADE Ln NT5 O1 FIELD SATELLITE CONTROLLER: TRENCH BACKFILL RAIN BIRD ESP8LXME O2 CONCRETE PAD: 6 —INCH MINIMUM THICKNESS O FINISH GRADE O WIRES TO REMOTE CONTROL o > 1 VALVES 0 O5 3 —INCH PVC SCH 40 CONDUIT, V J M FITTINGS AND SWEEP ELL — O6 1 —INCH PVC SCH 40 CONDUIT TRACE WIRE TAPED TO FITTINGS AND SWEEP ELL fO TOP OF ALL LATE RAILS POWER SUPPLY LXM M PED STAI N LE55 STEEL PEDE5TAL CONTROLLER DETAIL NT5 THIS 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. NT5 for Permit f 71�' NORTH 0 5' 10' 20' 30' SCALE: I " = 10' -0" 11J LL _ C\J O c�► V / Q rr� al rw U V Q Z h� U C LJ MIS �� 0 I s 3 0 4) O oo 0 I 1.1__ M � o •� M Q O � z0 S- rx > � 73 °z — c� o � M 1-y—J M M FINISH GRADE Ln TRENCH BACKFILL S C) PER SPECIFICATIONS o Ln o > �' v 0 Q Q V J M E — " L J TRACE WIRE TAPED TO LATERAL TOP OF ALL LATE RAILS LINE PIPING z AND MAINLINE @ 10' O.C. i- E CONTROL WIRE TAPED TO BOTTOM OF MA'NLINE @ 10' O.C. O MAINLINE PIPING TRENCH DETAIL NT5 THIS 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. NT5 for Permit f 71�' NORTH 0 5' 10' 20' 30' SCALE: I " = 10' -0" 11J LL _ C\J O c�► V / Q rr� al rw U V Q Z h� U C LJ MIS �� 0 I s 3 0 4) O oo 0 I 1.1__ M � o •� M Q O � z0 S- rx > � 73 °z — c� o � M 1-y—J M M O Ln S C) o Ln o > �' v 0 Q Q V J M E �I L J �-- z i- E O LUm z Z z O w w 00 R/ — Ln ILJ QO O L LUm z Z z O w w 00 R/