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20140213 Redline Plan Set 2 01232015N ABBREVIATIONS z VICINITY MAP NOTE. NOT ALL ABBREVIATIONS ARE REPRESENTED IN THIS PLAN SET. w N.T.S. AC ASPHALT CONCRETE N.T.S. NOT TO SCALE / BCP BEGIN CURB RETURN PC POINT OF CURVATURE ?' BM BENCH MARK PI POINT OF INTERSECTION U F BO BLOWOFF ASSEMBLY PL PROPERTY LINE W s BVC BEGIN VERTICAL CURVE POB POINT OF BEGINNING o�oti BW BOTTOM OF WALL CATCH BASIN POC PRC POINT OF CONNECTION POINT OF REVERSE SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. cAF CB ��, CIP CAST IRON PIPE 5 CURVATURE YELM, WASHINGTON sT SITE, CL CENTERLINE PT POINT OF TANGENCY ir l� CMP CORRUGATED METAL PIPE PVC POLY —VINYL CHLORIDE o CO CATV CABLE CLEANOUT R RCP RADIUS REINFORCED CONCRETE PIPE YYI�IiIB0LS 1 CIVIL SPECIFICATIONS CONTRACTOR AS- BUILTS z DEGREE R/W RIGHT OF WAY 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 �i 0 D.I. DIAMETER DUCTILE IRON RD SS ROOF DRAIN SANITARY SEWER SET. Q ACCORDANCE WITH CITY OF YELM (CITY) STANDARDS AND THE F RECORD DRAWINGS (AS— BUILTS) AND FINAL CERTIFICATION PRIOR TO FINAL CITY ACCEPTANCE. OLYMPIC ENGINEERING EE ELECTRICAL SSMH SANITARY SEWER MANHOLE EXIS7nNG PROPOSED STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL ECR END CURB RETURN SD STORM SEWER CONSTRUCTION, 2014, INCLUDING ANY AMENDMENTS, AS WILL NOT CERTIFY THE RECORD DRAWINGS OR PROVIDE THE CERTIFICATION UNLESS WE HAVE INSPECTED SUB GRADES AND ELEV ELEVATION F SDMH STORM DRAIN MANHOLE J ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ( WSDOT) (HEREAFTER "STANDARD Pao o ACTUAL INSTALLATION OF ALL OF THE IMPROVEMENTS EP EDGE OF PAVEMENT STA STATION OBC) • BO BLOWOFF ASSEMBLY EVC END VERTICAL CURVE STEP SEPTIC TANK EFFLUENT PUMP W r IL SPECIFICATIONS "). DEPICTED HEREIN PRIOR TO BACKFILLING. IT 153 THE EX EXISTING DTL. STANDARD DETAIL cf K FIRE HYDRANT MC CONTRACTOR'S RESPONSIBILITY TO NOTIFY OLY PI FF FINISHED FLOOR T TELEPHONE FH ALSO INCORPORATED INTO THESE CONTRACT DOCUMENTS BY ENGINEERING A MINIMUM OF 48 —HOURS PRIOR TO FG FINISHED GRADE TB THRUST BLOCK TOP BACK OF CURB >a w ►� GATE VALVE W REFERENCE ARE: INSTALLATION OF THESE IMPROVEMENTS. PROJECT INFORMATION FH FIRE HYDRANT TBC FL FLOWLINE /FLANGE TC TOP OF CURB o. AIR RELIEF VALVE A) CITY OF YELM DEVELOPMENT GUIDELINES, CURRENT CONTRACTOR SHALL MAINTAIN ONE SET OF THE CONTRACT OWNER /APPLICANT: SIPE REAL ESTATE HOLDINGS, LLC FM FORCE MAIN � TC TOP OF CONCRETE O L6 EDITION; DRAWINGS THAT SHALL INCLUDE, CLEARLY ANID LEGIBLY G GAS TG TOP OF GRATE ► REDUCER B) WASHINGTON STATE DEPARTMENT OF ECOLOGY MARKED, ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND 4740 AVERY LANE SE LACEY, WA 98503 GL GUTTER LINE TW TOP OF WALL =3 = �! STORMWATER MANANAGEMENT MANUAL FOR WESTERN UTILITIES ENCOUNTERED DURING PROGRESS OF THIS PROJECT, a -0 GM GAS METER TYP. TYPICAL THRUST BLOCKING WASHINGTON, 2012 EDITION ( "DRAINAGE MANUAL "); AND ANY ALTERATIONS MADE TO THE IMPROVEEMENTS BEING " >� AS PARCEL N0: 75300400100 GB GRADE BREAK W UGP UNDERGROUND POWER � o C) THE INTERNATIONAL BUILDING CODE (IBC) AND CITY OF INSTALLED. SAID DRAWINGS SHALL BE MARKED —BUILT HDPE HIGH DENSITY POLYETHYLENE VS VACUUM SEWER MAIN ❑W' � WATER METER BOX YELM BUILDING CODE CURRENT EDITIONS; AND SHALL BE SUBMITTED TO THE ENGINEER UPON PROJECT SITE ADDRESS: 417 W. YELM AVE. HP IP HIGH POINT INSPECTION PORT W WM WATER WATER METER O . vi D) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR COMPLETION. YELM, WA 98597 L LENGTH WV WATER VALVE VVELL WELL WELL STREETS AND HIGHWAYS MUTCD , CURRENT EDITION, WITH ( ) m LF LINEAL FEET 0 w ± APPROXIMATELY z O U WSDOT MODIFICATIONS, IF ANY; ZONING: CBD MH MANHOLE U f/J % PERCENT GUARD POST (BOLLARD) E) THE INTERNATIONAL FIRE CODE, CURRENT EDITION. REMOVAL AND REPLACEMENT OF MJ MECHANICAL JOINT DOUBLE CHECK VALVE ASSEMBLY CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS UNSUITABLE MATERIALS SITE AREA: 12,000 SF (0.28 AC R/W DEDICATION AREA: 707 SF (0.02 AC) ) 87401 AT CONTRACTOR'S OWN EXPENSE. IOIVpy E NET DEVELOPABLE AREA: 11,293 SF (0.26 AC) 7 CAP /PLUG o� E o WHENEVER IN EXCAVATING THE SITE EXPOSES PEAT, SOFT a, It rn Q & N N E r,4 N g X ' THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, CLAY, QUICKSAND, OR OTHER UNSUITABLE FOLJNDATION GRADING: ±325 CY CUT & ±450 CY FILL ED E c 05 0 0 M M 3 STORM DRAIN CATCH BASIN MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, MATERIAL, SUCH MATERIAL SHALL BE REMOVEID TO THE (FOR APPLICATION PURPOSES ONLY) LINETYPES a. Z M CB AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN DEPTH DIRECTED BY THE GEOTECHNICAL ENGINEER AND W c 0E) �SDMH STORM DRAIN MANHOLE ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE BACKFIELD WITH SUITABLE FOUNDATION MATERIAL. SOILS: SPANAWAY GRAVELLY SANDY LOAM NOTE. NOT ALL LINETYPES ARE REPRESENTED IN THIS PLAN SET. W U JOB NUMBER: COUNTY AND THE PROJECT OWNER. UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE (HSG B) EXISTING PROPOSED 14009 —CQVR CCU • co CLEANOUT THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A HAULED TO A WASTE SITE OBTAINED BY THE SANITARY SEWER / WATER: CITY OF YELM • IP INSPECTION PORT COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL . THE CONTRACTOR SHALL FURNI��H AND PLACE CONTRACTOR. SUITABLE MATERIAL AT THE DIRECTION OF THE= GEOTECHNICAL POWER /GAS: GAS: PUGET SOUND ENERGY SD SD STORM MAIN OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT ENGINEER. ®& SOIL TEST PIT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR TELEPHONE /FIBER: FAIRPOINT COMMUNICATIONS RD RD ROOF DRAIN FROM PERFORMING THE OMITTED WORK. — x SILT FENCING Q#X INFILTRATION TEST PIT ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING CABLE TV /FIBER: COMCAST �x.x% SURFACE FLOW DIRECTION THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS FIRE DISTRICT: YELM CLEARING LIMITS SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE UTILITIES LOCATE NOTE No SLOPE ENGINEER AND COUNTY. REFUSE /RECYCLING: PACIFIC DISPOSAL . • • } • • • SWALE /DITCH CENTERLINE THE LOCATION OF EXISTING UTILITIES SHOWN FIEREON ARE CeD RIPRAP APPROXIMATE AND ARE BASED ON INFORMATION PROVIDED BY FEMA FIRM DESIGNATION: ZONE X (53067CO353E) w w — WATER MAIN 55 xxx.x THE SURVEYOR AND FROM COUNTY RECORDS. OLYMPIC &A5 SPOT ELEVATION CONTRACTOR LIABILITY NOTE ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE EXACT ss 88 SANITARY SEWER MAIN LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN O�s �SSMH SEWER MANHOLE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE HEREON. CONTRACTOR SHALL VERIFY THE EXACT SIZE, DEPTH, —87EP — STEP MAIN RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE AND LOCATION OF EXISTING UTILITIES AND CAL -L FOR O Q0 • 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 AIR RELEASE VALVE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE FULLY RESPONSIBLE FOR ANY AND ALL DAMArES RESULTING vs V8 VACUUM SEWER MAIN LIMITED TO NORMAL WORKING HOURS; AND THAT THE FROM FAILURE TO LOCATE EXISTING UTILITIES. THRUST BLOCKING CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD OLYMPIC GAS LINE ENGINEERING HARMLESS FROM ANY AND ALL LIABILITY, REAL G G t REDUCER OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING P P POWER LINE � CAP /PLUG FROM THE SOLE NEGLIGENCE OF OLYMPIC ENGINEERING. TRAFFIC CONTROL NOTE POST - CONSTRUCTION SOIL QUALITY AND DEPTH CONDUIT T TELEPHONE LINE ❑ PIG PORT SURVEY INFORMATION CONTRACTOR SHALL PREPARE AND PROVIDE A TRAFFIC AND ALL DISTURBED PERVIOUS AREAS (INCLUDING LANDSCAPING AREAS) SHALL CONTAIN SOILS MEETING THE POST — CONSTRUCTION SOIL T STEP METER BOX CONTROL PLAN TO THE CITY INSPECTOR FOR (REVIEW LEGAL DESCRIPTION APPROVAL PRIOR TO CONSTRUCTION START, IF REQUESTED. QUALITY AND DEPTH REQUIREMENTS PER BMP T5.13 OF THE WSDOE TV CATV CABLE TV LINE ►� GATE VALVE ' LOTS 1 AND 2 IN BLOCK 4 OF SOLBERGS FIRST ADDITION TO STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, — — — — — — — — — — — TOP /TOE OF SLOPE YELM AS RECORDED IN VOLUME 9 OF PLATS, PAGE 31 2012. SEE SHEET C1.5 FOR REQUIREMENTS. • • TERMINUS PIG LAUNCH PORT TOGETHER WITH AND SUBJECT TO EASEMENTS, RESTRICTIONS GB —GB —GB GRADE BREAK ❑�J AND RESERVATIONS OF RECORD; RECORDS OF THURSTON COUNTY, WASHINGTON. (CONTAINS 12,001 SQ. FT.) GENERAL NOTES ® JUNCTION BOX xxx XXX CONTOUR LINE EISIG ® SERVICE DISCONNECT VERTICAL DATUM THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS AND PROVIDE UTILITY TRENCHING AND INSTALLATION X X X * * X FENCE X YARD /PEDESTRIAN LIGHT NGVD 1929 BENCHMARK: BRASS MONUMENT AT THE INTERSECTION OF 5 —DAYS WRITTEN NOTICE PRIOR TO ANY DISRUPTIONS. DRIVEWAYS AND UTILITY SERVICES TO REMAIN ACCESSIBLE TO CONTRACTOR SHALL PROVIDE TRENCHING, BEDDING, CONDUIT/ — — — — ROADWAY CENTERLINE YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252. ELEVATION = 347.206 THE EXTENT PRACTICAL. SLEEVING, AND BACKFILL AS NEEDED FOR POWER, COMMUNICATIONS, 0— STREET LIGHT LIGHTING, NATURAL GAS, IRRIGATION, AND ALL OTHER UTILITIES RIGHT —OF —WAY LINE BASIS OF BEARING ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE NEEDED. COORDINATE INSTALLATION AND LOCATIONS WITH OWNER, ® TRANSFORMER NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION RESTORED TO THEIR ORIGINAL "PRE — CONSTRUCTION" STATE RESPECTIVE UTILITY COMPANY, AND BUILDING CONTRACTOR. SEE — — — — — — — — EASEMENT LINE ❑ F © POWER VAULT NETWORK POINTS USGS —PTS -6 & 1252 OR BETTER. ELECTRICAL, BUILDING, MECHANICAL, AND PLUMBING PLANS FOR ADDITIONAL INFORMATION. FRONT /BACK OF CURB -OP THE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION -� POWER POLE DEPICTED HEREON WAS PREPARED AND PROVIDED BY LARSON — — — — — — — — — — — SAWCUT LINE E-- & ASSOCIATES. THIS SURVEY INFORMATION WAS NOT FIELD POLE ANCHOR VERIFIED BY OLYMPIC ENGINEERING AND OLYMPIC ENGINEERING DEWATERING SHEET INDEX F F FIBER OPTIC LINE ASSUMES NO LIABILITY IN THE ACCURACY OF THIS C TELEPHONE VAULT INFORMATION. FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF 1 COA CIVIL COVER SHEET THE CONSTRUCTION SITE SHALL BE DEWATERE[) AND KEPT 2 CO.2 HORIZONTAL CONTROL PLAN El IF ■T TELEPHONE RISER FREE OF STANDING WATER AND MUDDY CONDITIONS AS 3 C1.1 EROSION CONTROL AND DEMOLITION PLAN °Ga SURVEY MONUMENTS NECESSARY FOR THE PROPER EXECUTION OF -fHE WORK. THE 4 C1.2 ON —SITE GRADING, DRAINAGE, AND PAVING PLAN 13 GAS VALVE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND 5 C1.3 SOLBERG ST. FRONTAGE IMPROVEMENT PLAN AND PROFILE ❑G A PROFESSIONAL LAND SURVEYOR MUST OBTAIN A PERMIT MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND Aj_L OTHER 6 C1.4 ALLEY FRONTAGE IMPROVEMENT PLAN AND PROFILE D GAS METER FROM THE DEPARTMENT OF NATURAL RESOURCES PRIOR TO EQUIPMENT REQUIRED TO PROPERLY DEWATER THE SITE AS 7 C1.5 EROSION CONTROL AND DRAINAGEDETAILS AND NOTES BUSH /SHRUB DISTURBING OR REPLACING ANY SURVEY MONUMENTS. SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS OF SOIL FINES FROM FOUNDATION AREAS WILL NOT BE 8 C1.6 DRAINAGE DETAILS 9 C1.7 PAVING DETAILS AND NOTES �J TREE (CONIFER) PERMITTED. DEWATERING SHALL BE INCIDENTAL. 10 C1.8 MISC. DETAILS 11 C2.1 WATER AND SANITARY SEWER SERVICE PLAN D 0 TREE (DECIDUOUS) 12 C2.2 WATER DETAILS AND NOTES S GEOTECHNICAL NOTE DAMAGED STRIPING NOTE 14 C2.4 SANITARY SEWER NOTES -a- i SIGN SEE FINAL GEOTECHNICAL ENGINEERING REPORT PREPARED BY CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED BARRICADE MATERIALS TESTING & CONSULTING, INC., DATED JUNE 18, STRIPING ON THE ADJACENT PUBLIC ROADWAYS AS A RESULT 2014, FOR GENERAL SOILS INFORMATION ALONG WITH SITE OF THIS PROJECT'S CONSTRUCTION. `'�� } . `, PREPARATION, STRUCTURAL FILL, FOUNDATION, UTILITY TRENCH EXCAVATIONS, AND PAVING RECOMMENDATIONS. 0* /040�\ 3 �J y v z w z 0 v ?' 5 w U W a N z 0 5 w ir LO o Lo 1 z � Q � 3 IL F J W r IL O lu U W c W o. W u � o O L6 v o W N J C) oe =3 = �! a a -0 Ir W � o m � d- � � vi U ~ U Z m m, m 0 w o w z O U J W w 0 a m Ld 0 U f/J Q 0 1hI1� NER �h 87401 IOIVpy E U i= cn o� E o a, It rn Q & N N E r,4 N g X ' O O O ED E c 05 0 0 M M 3 c fu a. Z M W c W c �Z cn r w O Z .�: W U JOB NUMBER: 14009 DRAWING NAME: 14009 —CQVR coal SHEET: 1 OF 14 0* /040�\ 3 �J y v 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 STA. 8 +45.00 = STA. 1 +1 SOLBERG ST. & ALLEY CENTERLINE INTERSE, 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 YELM AVE & TA. SOLBERGOST. SEC 19, TWP 17N, R G E 2E, W.M. R/W CENTERLINE INTERSECTION I I I I WI ZIJ rl Q II o) I 2I I I I I I I I I I I I I I I R35.0' PG' 00 +6 j I I a 8.5 d I _. ■ 10. 2'-j d � A0. 0 4 .Z i I 1 a I ° a 24.6' L d 10.0'- .. w z J a Q d � 68.6' EX. SIDEWALK a N49'30'1 2 "W 100.0010 5'- ' 33.0' RIGHT -OF -WAY LINE 3.5' BUS. STOP 4.0' 6' R/W DEIDICATTON Olt -- -- -- -- - -- 2.9 -� a Xo Xo Xo/ d d. RIGHT -OF -WAY DEDICATION PROPOSED PHYSICAL THERAPY OFFICE 34.0 � ° z 4-J o 16.0' 9.0' . 6.5' , 72.0' ° J W - - - EP 68.6' EX. SIDEWALK a N49'30'1 2 "W 100.0010 5'- ' 33.0' RIGHT -OF -WAY LINE 3.5' BUS. STOP 4.0' 6' R/W DEIDICATTON Olt -- -- -- -- - -- 2.9 -� a Xo Xo Xo/ d d. RIGHT -OF -WAY DEDICATION PROPOSED PHYSICAL THERAPY OFFICE 34.0 � ° 0 N ,d R3.0' (rn' ) v d 23:0' a � 8Q.O' -14.5 24.75 U.. U L L- - - - -� 5 . 4. a d I ° 4.da d a 0 � 9.0' -' i I' m 23.0' R3.0' (TYP.) 4.0' 6.0' rA a °d a 0 t z 4-J 16.0' 9.0' . 6.5' , 72.0' ° J W a 9.0 7.5' 8.0' 6.0' w o (am•) z o d 20.0 N � v l 5 W d MIN. 6.0' LONG RAMP o ................. 00000v000e000ao o 000 S49'30'08 'E 100.00' .•ee - � ALLEY 10.0, - - - - - 00'5'6' +8 I _ z U - i a 0 L W a °. a N z 0 a O O D ° 5 W w L 0 N ,d R3.0' (rn' ) v d 23:0' a � 8Q.O' -14.5 24.75 U.. U L L- - - - -� 5 . 4. a d I ° 4.da d a 0 � 9.0' -' i I' m 23.0' R3.0' (TYP.) 4.0' 6.0' rA a °d a 0 t � I 25' 25' "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" z 16.0' 9.0' . 6.5' , 72.0' ° J W a 9.0 7.5' 8.0' 6.0' o (am•) z o d 20.0 N � v l 5 W d MIN. 6.0' LONG RAMP o ................. 00000v000e000ao o 000 S49'30'08 'E 100.00' .•ee - � ALLEY 10.0, - - - - - 00'5'6' +8 I _ -cl U - i � I 25' 25' "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" k I ki z W z o N � v 5 W � U L W a N z 0 5 W w L Q � o \ r- d z � 3 W H II N 4,I IL LL O W } U d 0 � � o Z ~ 0 J cn H z Q m 0 CL H N_ o m 8 rc .2i 0 W � O C6 m a U II U i= m m�l i"i' Lu Z Y'! W W in Q Q O <0 .1 DER 000, 37401 OIL, G c a� 00 � E cu m 00 w E 0 ° a, 0 rnQ � It �, N t N M N � y��11 •�+ a x -a O ON O 0 m E 3 c p a a0 mm 3 3 c _R c NJ Z r m w OZ U JOB NUMBER: 1400 DRAWING 14009 -tAME: CP L C0o2 SHEET. 2 OF 14 k I ki — — SAW_.QUT UNF— — — IEX. SIDEWALK / I 1/4 ° N49'30'1 2 "W 100 00' I I I I I I I I I SD CB # 151 TYPE I RIM = 345.80 (SOLID) IE= 342.69 8" SE I I I I I I I I I 1 wl ZIJ <I '1 Li 0I �I I SDMH #426 TYPE 11 RIM = 344.51' I W /BEEHIVE GRATE W /CENTER CONE IE= 339.83' (8 ") PVC SW IE= 339.81' (8 ") PVC NE IE= 340.05' (4 ") PVC NW ire 1 Y J Q w U) SD F.Pc�Q 2 'I 1 00 +6 i i I d FH d — — — — — — goo r 13 / 15 / 9 / PROPOSED PHYSICAL THERAPY OFFICE I / L 4 / L------ d a n N� d - - - --� ° 3 a a a d, I d LLIJ w� z J a �- a Q L�3 co ZZ 0 M N c ~ i It C II w °. 44 CTL a o N 3 d d FH d — — — — — — goo r 13 / 15 / 9 / PROPOSED PHYSICAL THERAPY OFFICE I / L 4 / L------ cn - - - --� ° 3 a a a 0 o w z 1� 0 77 d . a d RIGHT —OF —WAY LINE N1_ 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. T CONSTRUCT STABILIZED CONSTRUC11ON 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. O8 RELOCATE EX. FIRE HYDRANT. SEE SHEET C2.1 FOR REFERENCE. OREMOVE AND DISPOSE OF EX. STORM /CULVERT PIPE. CONTRACTOR SHALL INSTALL CB#4 AND CONNECTING STORM PIPE IMMEDIATELY TO KEEP THE EX. STORM SYSTEM FUNCTIONING. SEE SHEET C1.3 FOR REFERENCE. 10 RELOCATE EX. SIGN. SEE SHEET C1.3 FOR REFERENCE. 11 ADJUST EX. WATER VALVE LID TO FINISHED GRADE, AS NEEDED. 12 REMOVE EX. CROSSWALK AND STOP BAR STRIPING. 13 REMOVE AND DISPOSE OF EX. CURB & GUTTER AND SIDEWALK TO NEAREST JOINT. 14 SAWCUT, 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. a ° STAGING AREA NOTE d CONTRACTOR SHALL COORDINATE LOCATION OF STAGING AREA WITH 15 CITY OF YELM PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NEEDED TEMPORARY UTILITY SERVICES TO STAGING AREA. d Ls.a r EROSION CONTROL NOTES Q I 3t 11 - sss sos00000e a N: __ _....., 0000 S49'30'08 "E 100.00' SS _�_ ss _ s _ _ -- SS SS ss SS �L'�' -- W W ---_ G G G G SS SS SS gS — T. --- �` - -y1� W _ _ --r-� - - - - —� — _ — WT O'S� +B T — — fi T'. x(S?IivC� RAVF,. c� I` 14 II oI UI { j..s � I 5 cn al / a- ./ I 25' I 25 0> z z X 15 i 7 3 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" EXISTING SHED 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 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 cn �t t 3 z w ° t i It d U 0_ t 'y � W 3 w z 1� 0 77 d . a d RIGHT —OF —WAY LINE N1_ 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. T CONSTRUCT STABILIZED CONSTRUC11ON 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. O8 RELOCATE EX. FIRE HYDRANT. SEE SHEET C2.1 FOR REFERENCE. OREMOVE AND DISPOSE OF EX. STORM /CULVERT PIPE. CONTRACTOR SHALL INSTALL CB#4 AND CONNECTING STORM PIPE IMMEDIATELY TO KEEP THE EX. STORM SYSTEM FUNCTIONING. SEE SHEET C1.3 FOR REFERENCE. 10 RELOCATE EX. SIGN. SEE SHEET C1.3 FOR REFERENCE. 11 ADJUST EX. WATER VALVE LID TO FINISHED GRADE, AS NEEDED. 12 REMOVE EX. CROSSWALK AND STOP BAR STRIPING. 13 REMOVE AND DISPOSE OF EX. CURB & GUTTER AND SIDEWALK TO NEAREST JOINT. 14 SAWCUT, 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. a ° STAGING AREA NOTE d CONTRACTOR SHALL COORDINATE LOCATION OF STAGING AREA WITH 15 CITY OF YELM PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NEEDED TEMPORARY UTILITY SERVICES TO STAGING AREA. d Ls.a r EROSION CONTROL NOTES Q I 3t 11 - sss sos00000e a N: __ _....., 0000 S49'30'08 "E 100.00' SS _�_ ss _ s _ _ -- SS SS ss SS �L'�' -- W W ---_ G G G G SS SS SS gS — T. --- �` - -y1� W _ _ --r-� - - - - —� — _ — WT O'S� +B T — — fi T'. x(S?IivC� RAVF,. c� I` 14 II oI UI { j..s � I 5 cn al / a- ./ I 25' I 25 0> z z X 15 i 7 3 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" EXISTING SHED 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 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 cn z w z o U � W 3 a N z 0 cn w ir u a � o � z au F V I 0 O IY H U Z J W I r' Z z Z O C o 0 H c 03 o U N 99 Oo a a UA UA W I R W U W m d Q 0 o U II C) m m } m W 0 W z U U J cn 0 0 Ld U N 0 1b lb y� 87401 , OVAL c a� 00 U E � 00 0 w E 0 ro � rn Q v N N N qCj n o Q 00 0 N N E, 003 c a 0 M M C to W W m Z c ■.1 w O Z > W U JOB NUMBER: 14009 DRAWING NAME: 14009 —TESC ciml SHEET. 3 OF' 14 CONSTRUCTION NOTES (D INSTALL STORMTECH INFILTRATION /DETENTION SYSTEM WITH 9 CHAMBERS PER PLAN AND DETAILS ON SHEET C1.6 AND PER MANUFACTURER'S INSTALLATION GUIDELINES. INSTALL INSPECTION � 1346.89 O RIGHT -OF -WAY LINE O O O V" It= J4U.4L (Y4 VU 1) INSTALL CATCH BASINS PER PLAN AND SCHEDULE THIS SHEET AND WSDOT STANDARD PLAN B- 5.20 -01 (CB#2). INSTALL 12 "0 PVC SDR35 STORM PIPE BETWEEN CATCH BASINS AND INFILTRATION SYSTEM PER PLAN AND CATCH BASIN SCHEDULE THIS SHEET AND DETAILS ON SHEET C1.3. MIN. SLOPE = 0.005 FT/FT. INSTALL 6" PVC SDR35 ROOF DRAIN PIPES AND TIGHTLINE TO INFILTRATION SYSTEM. MIN. S =0.01 FT/FT. INSTALL WYE'S AT ALL CHANGES IN PIPE DIRECTION. INSTALL CLEANOUTS AT END OF RUNS IN LANDSCAPED AREAS AS SHOWN AND PER DETAIL ON SHEET C1.5. SEE ARCHITECTURAL PLANS FOR ROOF DRAIN DOWNSPOUT LOCATIONS. COORDINATE INSTALLATION AND LOCA11ONS WITH BUILDING CONTRACTOR. PROVIDE MIN. 12" COVER. CONSTRUCT CONCRETE SIDEWALKS PER PLAN AND DETAILS ON SHEET C1.7. MAX. LONGITUDINAL SLOPE SHALL NOT EXCEED 5% WITHOUT CONSTRUCTING ACCESSIBLE RAMPS MEETING ICC /ANSI A117.1 -2009 AND CROSS -SLOPE SHALL NOT EXCEED 296. SEE ARCHITECTURAL PLANS FOR ANY SPECIFIC SIDEWALK SCORING PATTERNS, LAYOUT DETAILS, ETC. ° 5 6 Z APPROX. DOOR LOCATION (SEE 7 CONSTRUCT 4" THICK CONCRETE (CLASS 3000) REFUSE/RECYCLING ,('� e ° ARCHITECTURAL PLANS FOR " SD CB # 151 TYPE ---_� sD 8 "coNC sDD d REFERENCE) CONTAINER PAD OVER 2 CSTC LEVELING COURSE OVER APPROVED h � SUBGRADE. MAX. SLOPE IN ANY DIRECTION = 0.596. SEE RIM = 345.80 (soup)" RCHITECTURAL PLANS FOR ENCLOSURE AND ANCHORING DETAILS. IE= 342.69 8" SE � I [ _; I I � ! • �,1 8 CONSTRUCT NEW ASPHALT DRIVE AISLE AND PARKING LOT AREA iA 00 Z Z a� 09 - - - - - - - - -1 ❑ ❑ u - - - , > PER ASPHALT PAVING SECTION DETAIL ON SHEET C1.7. MAX. ' RD RD - 0 RD '►'� ` - SLOPE ACROSS HANDICAP STALLS IN ANY DIRECTION = 296. I N, N Co. CO 347.26 347.26 C # m ��° °34635 ° 44� 34720 I 347.20 I a ° 347.0 ° �1� ` 9 INSTALL 6" HIGH EXTRUDED CURB PER PLAN AND DETAIL ON ..,;a ,35 SIDEWALK FLUSI WITH PANG 34 , 0 a. N ` O SHEET C1.7. TAPER TOP OF CURB DOWN TO M ATCH CONCRETE, I ii w. 6Qn\ G� 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 TAPER TOPS OF CURBS DOWN TO ' 9 O SIGNING PER ADA REQUIREMENTS (SEE ACCESSIBLE PARKING STALL MATCH CONCRETE, SIDEWALK, AND /OR ASPHALT GRADES DETAIL ON SHEET C1.8 AND WSDOT STANDARD PLAN M- 24.60 -04 (TYP.) , FOR REFERENCE). zl I a « ' 11 INSTALL CONCRETE WHEEL STOPS PER PLAN AND DETAIL ON � t 00 +6 SHEET C1.7. (TYP. OF 15). 347.E 9 �i.00 �• � . e� POST - CONSTRUCTION SOIL QUALITY AND FS w DEPTH Ell 7 10 X31 "da r [� ALL DISTURBED PERVIOUS AREAS INCLUDING LANDSCAPING AREAS e SHALL CONTAIN SOILS MEETING THE POST- CONSTRUCTION SOIL � 2 8 / L' QUALITY AND DEPTH REQUIREMENTS PER BMP T5.13 OF THE WSDOE STORMWATER MANAGEMENT MANUAL FOR Z(b WESTERN WASHINGTON, 2012. SEE SHEET C1.5 FOR REQUIREMENTS. INSPECTION d �, CC �' PORT�¢2 7KT 6.25 347: 4 Y . u 34�� 34 C �i INSTALL 6" HIGH x 6" WIDE CONCRETE CURIB ALONG SOUTH AND EAST SIDES OF REFUSE • PAD (TO HELP LESSEN GRADE TO EAST 1 4 �` 18'4 PROPERTY LINE) I � 67.66 t I SDMH #426 I ( l a 3 x TYPE II RIM = 344.51' D I I B #2 _ 17.0 � I W /BEEHIVE GRATE I • W /CENTER CONE r� IE= 339.83' (8 ") PVC SW IE= 339.81' (8 ") PVC NE IE= 340.05' (4 ") PVC NW I I I �. 8 +45.00 = STA. 1 +00.00 SOLBERG ST. & ALLEY R/W CENTERLINE INTERSECTION x � �s .lei ,• ,. _ _ 346• _ , -__ ...._ '�;- _ ............... ,� S49'30'08 "E 100.00' ....... _ - SS SS SS SS _ _ .SS SS SS T W W -- 7/ -;-- -- T G G - G SS -ems -__-SS SS SS SS SS _. - W W W W W `TM _ _ fi T {' T. °d` ' �= -- � f�AVC:f L N W �- - t r - - .- Iw z z w }\ } z o (1 '�; ( •1 N 0 U 1 r � �� s `. �i Cn �f �`; f7�4, � it � a- 3 45 3 ?�jf .? �J��', 1 i�' i� � i/t 11i �.`' -f , f ' � •t"3 . i •!i`r9�{ j )t�i , f�'j i1"G a WATER MAIN AND CONTACT ENGINEER ~ �a .7 RIM T IMMEDIATELY IF THERE WILL BE A z 0 \ CONFLICT WITH THE NEW STORM MAIN r, 5 5 w Cr r •� a C �i INSTALL 6" HIGH x 6" WIDE CONCRETE CURIB ALONG SOUTH AND EAST SIDES OF REFUSE • PAD (TO HELP LESSEN GRADE TO EAST 1 4 �` 18'4 PROPERTY LINE) I � 67.66 t I SDMH #426 I ( l a 3 x TYPE II RIM = 344.51' D I I B #2 _ 17.0 � I W /BEEHIVE GRATE I • W /CENTER CONE r� IE= 339.83' (8 ") PVC SW IE= 339.81' (8 ") PVC NE IE= 340.05' (4 ") PVC NW I I I �. 8 +45.00 = STA. 1 +00.00 SOLBERG ST. & ALLEY R/W CENTERLINE INTERSECTION x � �s .lei ,• ,. _ _ 346• _ , -__ ...._ '�;- _ ............... ,� S49'30'08 "E 100.00' ....... _ - SS SS SS SS _ _ .SS SS SS T W W -- 7/ -;-- -- T G G - G SS -ems -__-SS SS SS SS SS _. - W W W W W `TM _ _ fi T {' T. °d` ' �= -- � f�AVC:f L N W �- - t r - - .- z z w }\ } z o (1 '�; ( •1 N 0 U 1 r � �� s `. �i �f �`; f7�4, � `� fi,`. �`�i `F >/'! ?�jf .? �J��', 1 i�' i� � i/t 11i �.`' -f , f ' � •t"3 . i •!i`r9�{ j )t�i , f�'j i1"G C �i INSTALL 6" HIGH x 6" WIDE CONCRETE CURIB ALONG SOUTH AND EAST SIDES OF REFUSE • PAD (TO HELP LESSEN GRADE TO EAST 1 4 �` 18'4 PROPERTY LINE) I � 67.66 t I SDMH #426 I ( l a 3 x TYPE II RIM = 344.51' D I I B #2 _ 17.0 � I W /BEEHIVE GRATE I • W /CENTER CONE r� IE= 339.83' (8 ") PVC SW IE= 339.81' (8 ") PVC NE IE= 340.05' (4 ") PVC NW I I I �. 8 +45.00 = STA. 1 +00.00 SOLBERG ST. & ALLEY R/W CENTERLINE INTERSECTION x � �s .lei ,• ,. _ _ 346• _ , -__ ...._ '�;- _ ............... ,� S49'30'08 "E 100.00' ....... _ - SS SS SS SS _ _ .SS SS SS T W W -- 7/ -;-- -- T G G - G SS -ems -__-SS SS SS SS SS _. - W W W W W `TM _ _ fi T {' T. °d` ' �= -- � f�AVC:f L N W �- - t r - - .- ATCH EX. w 25' I 25' o � a z PZ X "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" CATCH BASIN SCHEDULE CB #2 TYPE 1, GRATE CB #3 18" ADS NYLOPLAST, MIN. 12" STA. 8 +60.01, 32.56' RT. SUMP, SOLID COVER RIM = 345.44 STA. 9 +24.50, 107.50' RT. IE= 342.79 (12" IN /OUT) RIM = 347.30 IE= 344.30 (6" IN /OUT) INSTALL ADS ENVIROHOOD ON OUTLET NOTES: 1. CATCH BASIN STATIONS AND OFFSETS SHOWN ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STATIONING IS REFERENCED FROM THE SOLBERG ST. RIGHT -OF -WAY CENTERLINE. SCALE: 1 " =10 FEET 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS USGS -PTS -6 & 1252 VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 z z w z o N 0 U 5 w \z a U I CONTRACTOR SHALL POTHOLE EX. W a WATER MAIN AND CONTACT ENGINEER 0 T IMMEDIATELY IF THERE WILL BE A z 0 \ CONFLICT WITH THE NEW STORM MAIN 5 ATCH EX. w 25' I 25' o � a z PZ X "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" CATCH BASIN SCHEDULE CB #2 TYPE 1, GRATE CB #3 18" ADS NYLOPLAST, MIN. 12" STA. 8 +60.01, 32.56' RT. SUMP, SOLID COVER RIM = 345.44 STA. 9 +24.50, 107.50' RT. IE= 342.79 (12" IN /OUT) RIM = 347.30 IE= 344.30 (6" IN /OUT) INSTALL ADS ENVIROHOOD ON OUTLET NOTES: 1. CATCH BASIN STATIONS AND OFFSETS SHOWN ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STATIONING IS REFERENCED FROM THE SOLBERG ST. RIGHT -OF -WAY CENTERLINE. SCALE: 1 " =10 FEET 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS USGS -PTS -6 & 1252 VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT No.1252 ELEVATION = 347.206 z z w z o N 0 U 5 w a U I W a N z 0 5 w Cr Q � in 0 z d Lu H a ..1 V d 1 O 0 W � I` U W 44 ZZ Z i cc J Z Z ° 0 W d p > W Z a a � I o y ZW � � 0 o O � m d o r- m m r m om w o ''' z U U w m z 5115 1� E R e 97401 moo OVAL Ear' C a� U i= Cn 00 o x E 0 a, m< n� �, N N, N �0 N X 0 a cc o to> n c � oa3 a_ O M ro � a v z � ~ J F W c' 'L W au z Cu c Lu Q z •) W U JOB NUMBER: 14009 DRAWING NAME: 14009_DRPL Clm2 SHEET: 4 OF 11'4 STA. 8 +45.00 = STA. 1+00.00 SEC 19, TWP 17N, RGE 2E, W.M. SOLBERG ST. & ALLEY R/W _ CENTERLINE INTERSECTION RIGHT -OF -WAY LINE i SIDEWALK cn N ° 14 F 0° 0 mom SOLBERG SYTREE'T S W 9A/Y l% IV n S4030'01 "W 310.01' 1+00 ° - -i - - - - �- - - - - -- - - -I- - - - - 0o CONTINUE CURB & I o / / o � GUTTER 8+050 00 I d�-I 7 8 10 l rn 8 7 6 `15 3 10 CB 149 r r �. I 1 44.8E osso .... �/ W 1 W W 2 2 .N IE °34317p12„ .... - W IE=3426 8 P 66 " N01 EXISTING OVERHEAD POWER 1NE � "' =�• , . - fir-- .000 r P. P P - 120.�1� �. a RIG�IT�OF -SWAY LINE �. lt 11 v r. r lZ -4 / 4 CONTRACTOR SHALL POTHOLE r BENCH &SIGN a. EX. WATER MAIN AND CONTACT_ I (SEE ARCH. PLANS) ENGINEER IMMEDIATELY IF �� THERE WILL BE A CONFLICT yr" I 12 WITH THE NEW STORM MAIN � 1 vI 13 8 II Ln cn I ( a °I PROPOSED PHYSICAL L THERAPY OFFICE =t FF 347.4 o �p- N cD N I S O : N ° I 0 N A` o ON cn I N l' O ❑ I m �a w o 346 344 342 340 .A 0 A z0 41 m (� :E C4 O D N 0 O O O -� INTERSECTION R/W CENTERLINE- P 7 SD 0 (A C4 IV II �° �- O N z m m 0 0 16 0 OI0 ^I W - P 50 12 "CONC D S 7 W W P - P S1 8 +50.00 STA, 9+76. ' RT. GUTTER FLOW LINE BEGIN CURB, GUTTER & SIDEWALK IMPROVEMENTS II u U' N w I F' END CURVE DOxm cn � 0 O GUTTER FLOWUNE 'ELEV.= 345.22 ° m O D SOLBERG ST. SW & YELM AVE. W �m o� ( /1 N 0 r m\ N STA. 9 +41.5 ' RT STA. 5 � _ = 1 +00.00 STA. 8 +4 STA. 10 +00.00 _ GUTTER FLOW LINE YELM AVE. & SOLBERG ST. .00 SOLBERG T. SW GUTTER LINE �a w o 346 344 342 340 .A 0 A z0 41 m (� :E C4 O D N 0 O O O -� INTERSECTION R/W CENTERLINE- P 7 SD 0 (A C4 IV II �° �- O N z m m 0 0 16 0 OI0 ^I W - P 50 12 "CONC D S 7 W W P - P S1 8 +50.00 STA, 9+76. ' RT. GUTTER FLOW LINE BEGIN CURB, GUTTER & SIDEWALK IMPROVEMENTS w END CURVE ST 10 +00.00 GUTTER FLOWUNE 'ELEV.= 345.22 z U m O ELEV. =±346.39 (MATCH EX.) SOLBERG ST. SW & YELM AVE. W N U STA. 9 +41.5 ' RT STA. 5 R/W CENTERLINE INTERSECTION _ = 1 +00.00 STA. 8 +4 _ _ _ _ GUTTER FLOW LINE GUTTER FLOW LINE .00 SOLBERG T. SW GUTTER LINE w U BEGIN CURVE ELEV.= 345.52 MID CURVE ELEV.= 345.96 & ALLEY R/W CENTERLINE{ ir w EXISTING GRADE AT INTERSECTION RI(-,HT -OF -WAY CENTERLINE c z GUTTER FLOW LINE 0 ELEV.= 345.21 N 5 - J .5_0.042 FS AFT w ir - - - - -- - m _ 5 -0.018 FT /FT S= T 0.0026 FT °z fir a ~ PROPOSED GRADE AT Q �i w d GUTTER FLOWLINE T Z Z 0 J�3 Of V fA ONO I P!� Z O 0 .j ul F- W� U U w Lu W �J H'� O y a o 0 IC STA. 8 +45.00 16.0' 'RT.: IL W?Z TYPE 1 CATCH BASIN #1 N �i N r'! r rn i RIM = 345.21 y�Z r V) Sri ui u-i; ui Lci Lo ui Sri Uri Lri co to IE =342.1 lc ' W ro I ro Mi r7 M I ro ro M M M r7 r7 m a o U U II r � 8 +10 HORIZONTAL SCALE: 1"=10 FEET VERTICAL SCALE: 1"=2.00 FEET 9 +uu "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" I U +uu • 346 344- r O r z m CONSTRUCTION NOTES OSTA. 9 +70.70; 31.65' RT. (BACK OF GRATE AT FLOWLINE): INSTALL TYPE 1 CATCH BASIN (CB#4) (PER WSDOT STANDARD PLAN B- 5.20 -01) WITH GRATE AND CONNECT TO EX. 12" STORM PIPE. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, AND PIPE SIZE, AND ADJUST LOCATION AND ELEVATION OF NEW CATCH BASIN AS NEEDED. RIM = 346.15 IE= ±343.76 (MATCH EXISTING) OINSTALL ±40 LF 12 "0 PVC SDR35 STORM PIPE BETWEEN CB#4 AND EX. CATCH BASIN. MATCH TO EX. PIPE INVERT ELEVATIONS. O3 STA. 8 +45.00, 16.00' RT. (CENTER OF STRUCTURE): INSTALL TYPE 1 CATCH BASIN WITH GRATE PER WSDOT STANDARD PLAN B- 5.20 -01. CATCH BASIN 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. OREPLACE GRATE WITH SOLID COVER ON EX. CATCH BASIN. OADJUST EX. CATCH BASIN RIM TO FINISHED GRADE AND REPLACE GRATE WITH SOLID COVER. 77 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�ICK SIDEWALK DRIVEWAY LOCATION SIDEWA�AT DRI�WAY LOCA�ON. 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. LONGITUDINAL RAMP SLOPE = 8.396. PROVIDE CURB ON EAST SIDE OF RAMP, MATCHING THE CURB ON THE WEST SIDE (SOLBERG ST. SIDE). 12 STA. 9 +61.82, 22.48' RT. & STA. 9 +73.89, 37.67' RT. (CENTER OF RAMP AT GUTTER FLOW LINE): CONSTRUCT CURB RAMPS PER PLAN AND DETAIL ON SHEET C1.8. 13 INSTALL DETECTABLE WARNING SURFACE PER DETAIL ON SHEET 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. S-6- N f M • N CONSTRUCT 3 - - 16 6 DEEP BY 10 6 WI O , DE WIDE BUS STOP PAD (4 CONC. OVER 2" CSTC OVER COMPACTED SUBGRADE) BEHIND EX. SIDEWALK PER INTERCITY TRANSIT BUS STOP SPECIFICATION GUIDELINES. PROVIDE MAX. 2X SLOPE DOWN TO BACK OF SIDEWALK. CONTRACTOR SHALL COORDINATE ORDERING AND INSTALLATION OF SHELTER WITH INTERCITY TRANSIT - (360) 786 -8585. A SCALE: 1"=10 FEET 342 0 5 10 20 BASIS OF BEARINGS: NAD 83/91 BASED ON THURSTON 340 POINTS HIGH PRECISION NETWORK POINTS USGS -PTS -6 & 1252 VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 w z U m O N U w w U ir w c z 0 N 5 w ir m o� °z Q d Lu Z V fA ONO I O 0 .j ul F- � U Z Lu W �J H'� O y a o 0 IC IL W?Z m o x IY y�Z F- J m m a ii z IL lc p F W LL � LLJ O s � d m a o U U II r � m m °w m a z < w Q fn ir ~ D 97 G ONAI. y c a� m O' Y E w w X Ow E to c rn o 0)Q r,� �, �+ N N N X O O O o ° P\ E ' m 00 c a_>, O M M � a Z N J a W � c W a� m M iv •rn r t7 w OW ' U JOB NU BER: 140 9 DRAWING NAME: 14009 YIPL1 C1.3 SHEET: 5 OF 14 iC SW 'C NE iC NW STA. 8 +45.00 = STA. 1+00.00 SOLBERG ST. & ALLEY R/W CENTERLINE INTERSECTION 1 I I 1 I I I I I I I I D 1 I I I I I I i • 346 344 342 340 Y J a w 0 cn 25' v1 SS O SS 00 gjq of 7D 0 �I 0 io 0 ,4_1 cnI T 00 +9 3: a d ' 345.73 d� RIM s� 1 Q' d ' SEC 19, TWP 17N, RGE 2E, W.M. ti, �� > r _ t r' J , , t�" � U .7' INTERSECTION � , -' 'aC{ a iF- r •� i !f '�� '" / f ) .,'.. ;'. ..,.+�.'tl,'} `i t 1 t i Y °i V � I k `•-f n --}% � 1� ' l � l i -f.q r' ( (.. [} },� r �� / a r J� ( t `� �m 5 w ,. Ho Z -i it U cn cn cL 0 w Gr w S= -0.02 F7/FT S =0.02 FT FT ii f i 3 a w � B 3346.90 [ S49'30'08' E 100.00' ............ .... .......... SS __SS_ _ _ _� _._ _ SS S SS SS ti W W — _ ,' _ . G G G ��- �� SS SS CBI T" _-T- - u----- ---- -- _1 fi — W — W W W W - .W ��`l'.. T ,nom + 10.0' ALLEY R/W B 1 EDGE OF NEW PAVEMENT IS SHOWN AT THE RIGHT -OF -WAY LINE. EDGE OF PAVEMENT MAY NEED TO BE OFFSET FROM RIGHT -OF -WAY LINE BY 6 " -12" IN ORDER TO PROVIDE FOR ADEQUATE SPACE TO MATCH BACK TO EXISTING GRADES ALONG RIGHT -OF -WAY LINE. CONTRACTOR SHALL COORDINATE WITH ENGINEER AND CITY INSPECTOR AFTER THE PROPOSED GRADES HAVE BEEN STAKED BY A SURVEYOR. i Z J 0 EXISTING GRAD AT STA. 1 +00.00 8 +45.00 rn z ALLEY & SOLBERG ST. SW w r: Q wi RIGHT-10E-WAY CENTERLINE + ro J � - _ (R(}ADWAY CENTERLINE) R/W CENTERLINE 00 0 a ± U INTERSECTION z w N ELEV.= 345.54 ; z 2 ul n cD M NWW > �m 5 w Ho Z -i it U cn cn cL 0 w Gr w S= -0.02 F7/FT S =0.02 FT FT t w N z 0 0 �z V) Ld APPROX. LOCATION OF EX. j W WATER MAINS U w it a Lo STA. 1+16.00.: ry j .� TYPE 1 CMH BASIN � i RIM= 345.21 w IE= 342.91 Lo ro z R/W CENTERLINE ELEV.= 3148.8 • r I - I 0.437 FT �FT i i PROPOSED GRADE AT RIGHT OF -WAY CENTERLINE (ROADWAY CENTERLINE) I O +bu I +uu 2 +00 HORIZONTAL SCALE: 1"=10 FEET VERTICAL SCALE: 1"=2.00 FEET "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" EXISTING SHED 2 • 346 344 342 340 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 ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 o rn a^o 00 O +bu I +uu 2 +00 HORIZONTAL SCALE: 1"=10 FEET VERTICAL SCALE: 1"=2.00 FEET "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" EXISTING SHED 2 • 346 344 342 340 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 ® THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 z w z 2 2 n 0 5 w it U Gr w a N z 0 V) 5 w it a Lo � z Lu .1 V co d � LL. O J IY } � _H U Z J ol W LL >O W IL 0. o J?Z Q 0 �` 44 LV 4c LL. Z LU � U a CL w Zj W W H c O � m IL IL Q 0 U II O U � m m w m o z in a Y W w a 0 U m 0 1� 11 �NER y� 87401 IONAL ' 00 a) v E 0 000 0 E 0 co Q �, ko 3: N N N f0 lJ1 Lf1 2i- 2 o-a m E 00 0 3 " c 2:- 00 a O M M � a z � J W W L a� z Dow od C i w O W ,, U JOB NUMB R: 14009? DRAWING NAME: 14009_FIPL2 CIA SHEET: 6 OF 14 STANDARD BMP NOTES: Construction Entrance Notes 1. Material shall be 4" to 6" quarry spoils 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 above the original round surface. Filter not extend more than 36 inches a g 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 c3ediment Control Lead (CESCL) is required for all construction projects. The named person or firm shall be on -site or on -call at all times. For this site, the person /firm is-------------- and their telephone numbers are: (office: )- - (cell: ) • Approval of this erosion & sediment control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g. size and location of roads, piipes, restrictors, channels, retention facilities, utilities, etc.). • The implementation of these ESC plans and the construction, maintenance, replacemenit, and upgrading of these ESC facilities is the responsibility of the appl icant /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 conitruction. During the construction period, no disturbance beyond the 11flagged clearing limits shall be permitted. The flagging shall be maintaiined by the applicant /contractor for the duration of construction. • The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities, and in such a manner as to ensure that sediment and sediment -laden water do not enter the drainage systeim, roadways, or violate applicable surface water, ground water, or dischange standards. • The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgradled as needed for unexpected storm events and to ensure that sediment and sediment -laden water do not leave the site. • The ESC facilities on active sites shall be inspected daily by the applicant /con tractor- -arnd 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 - gnd 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/-t of the sump volume (whichever is less) of sediment be allowed to (accumulate within a catch basin. All catch basins and conveyance limes shall be cleaned prior to project completion and acceptance. The (Meaning operation shall not flush sediment -laden water offsite without treatment. • Stabilized construction erntrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be requirced to ensure that all paved areas are kept clean for the duration oif the project. • Roads shall be cleaned thoroughly as needed to protect downstream water resources or stornwater infrastructure. Sediment shall be removed from roads by ,shoveling or pickup sweeping and shall be transported to a controllled sediment disposal area. • From October 1 through April 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 1for utilities, shall comply with these requirements. These stgbilization requirements apply to all soils on site, whether at final grade olr not. The local permitting authority may adjust these time limits if it can be shown that a development site's erosion or runoff potential justifies a different standard. • From October 1 through April 30, clearing, grading, and other soil- disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that the transport of sediment from the construction site to receiving waters will be prevented. • Soil stockpiles must be ttabilized and protected with sediment- trapping measures. • All pollutants, including vNaste materials and demolition debris, that occur on site during construction shall be handled and disposed of in a manner that does not clause contamination of stormwater. Woody debris may be chopped sand spread on site. • Maintenance and repair cif heavy equipment and vehicles and other activities which may result in discharge or spillage of pollutants to the ground or into stormwatler runoff must be conducted using spill prevention measures, such as drip pans. Report all spills to 911. • Water from most dewatelring 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 o)r contaminated dewatering water from construction equipment operation, clamshell digging, concrete tremie pour, or work inside a (cofferdam 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 a copy of an approved set of plans on the construction site at all times. 9. All surveying and staking shall be performed per the corresponding chapter of the City of Yelm Development Guidelines and Public Works Standards. 10. Temporary erosion control /water pollution measures shall be required in accordance with Section 1 -07.15 of the WSDOT /APWA Standard Specifications and the Drainage Design and Erosion Control Manual for Yelm. At no time, will silts and debris be allowed to drain into an existing or newly installed facility unless special provisions have been designed. 11. Storm drain pipe shall be on the WSDOT Qualified Products list for the specification listed below: A. Plain Concrete Storm Sewer Pipe or Reinforced Concrete Storm Sewer Pipe per WSDOT Standard Specification 9 -05.7. B. Solid Wall PVC Storm Sewer Pipe per WSDOT Standard Specification 9- 05.12(1). C. Ductile Iron Sewer Pipe per WSDOT Standard Specification 9- 05.13. D. Hancor Blue Seal and Advanced Drainage Systems (ADS) N -12 HDPE up to 36" in diameter per WSDOT Standard Specification 9- 05.20. 12. All storm drainage systems are required to be air testable at 4 psi except concrete pipe which shall be tested per WSDOT /APWA standard for concrete storm pipe. All flexible pipe shall be mandrel tested per PP PP P WSDOT /APWA standards. Testing shall be done by the contractor. 13. Testing of the storm sewer shall include video taping of the main by the contractor. Immediately prior to video taping, enough water shall be run down the line so it comes out the lower catch basin. A copy of the video tape shall be submitted to the City of Yelm. Acceptance of the line will not be made until after the tape has been reviewed and approved by the City. Testing shall take place after all underground utilities are installed and compaction of the roadway subgrade is complete. 14. Special structures, oil /water separators and outlet controls shall be installed per plans and manufacturers' recommendations. 15. All disturbed areas shall be seeded and mulched in accordance with the Drainage Manual. 16. Where connections require "field verifications ", connection points will be exposed by contractor and fittings verified 48 hours prior to distributing shut -down notices. 17. All catch basins /manholes, shall have pads per Yelm detail. 18. Any changes to the design shall first be reviewed and approved by the project engineer and the City of Yelm. 19. All storm pipe shall have a minimum of 12 inch diameter for mains and crossings. FILTER FABRIC MATERIAL 60' ME 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 percents 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 9 Y 9 P 9 P 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 P P 9 P the requirements. More than one method may be used on different portions of the some 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 P rotect 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 2' x 2' x 14 Go WIRE FABRIC OR EQUIV. I FILTER FABRIC MATERIAL MIN. 4 X4' TRENCH. °p° PROVIDE 314' TO 1 112' oa WASHED GRAVEL BACKFILL ooa rooa L-- io 0 N it 1 5'0' u 2' x 2" MOD POST ALT. STEEL FENCE POSTS SILT FENCE DETAIL N.T.S. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 1w /,?Pi / 4- 8" INSTALL CULVERT IF QUARRY A ROADSIDE DITCH SPALLS IS PRESENT le1*ilfliW3lrllA21 12' MINIMUM THICKNESS 00, G� 1 �0 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 12" RECESSED HANDLE TYPE COVER LYMPIC FOUNDRY VB 950 10" 8 3/4" 6 3/4" VALVE BOX (OR EQUAL) COMPRESSION PLUG INSIDE PAVED ROADWAY NOTE: 6" PIPE CONCRETE COLLAR MAY BE ELIMIINATED 45' WYE WHEN CLEANOUT IS LOCATED IN SIDEWALK AREAS (NON- TRAFFIC AREAS). SEAL WITH SILICONE OR APPROVED EQUAL SEALER 6 " -45' ELBOW SECTION 11- 1 FINISHED GRADE 6" PVC SDR 35 ROOF DRAIN PIPE S =1% (MIN.) qWHERE APPLICABLE ROOF DRAIN CLEANOUT DETAIL N.T.S. Z Ld Z 0 v 5 w it 0 X w a_ 0 Z 0 V) 5 w a Lo o \ O z W J J V CO) �JJ d r LL O J � LU U W 1- 00 Z Z 0 O_ J Z P O oc rW- c 006 Co C Z! C O 4C Coe.,, lu Z 0 ;, _OW o 0 Co (1 0° OW CC Z W W U w 4 Ir o o � 0 m IL � ui \ O U U Z m m;; °w m o Ld Z y w` V) a O O 1� NER `yam 87401.. ONAL 1� c 00 O Q) U E c O w O rnQ N a, N (V Q) x 'a a E m E O d o � r. 3 • c _� Oa 00 `r°T 0 M 3 c c6 rr d c � J �C9 W rn � a Li w 0 W U JOB NUMSER: 14009 DRAWING NAME: 14009_CDT C1. SHEET: 7 OF 14 CONCEPTUAL LAYOUT (9) STORMTECH SC 740 CHAMBERS (2) STORMTECH SC -740 END CAPS INSTALLED WITH 6" COVER STONE, 6" BASE STONE, 30% STONE VOID INSTALLED SYSTEM VOLUME: 654 CF (PERIMETER STONE INCLUDED) AREA OF SYSTEM: 423 FT' PERIMETER OF SYSTEM: 148 FT 24" NKt1-AbKIU, PARTO TYP OF CONNECTIONS AND IS( BAYSAVER VAULT SEC 19, TWP 17N, RGE 2E, W.M. NOTES • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SIPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. 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 WITHI A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAYBE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 r ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A& B LAYERS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 8' o� 17v 18" 2.4 ��➢4 et _� (450 mm) MIN* ( m ) MAX 6" (150 mm) MIN O ;I VD CAP SUBGRADE SOILS j (150 m) MIN 51" (1295 mm) (SEE NOTE 5) NOTES: 1. SC -740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMW /ATER COLLECTION CHAMBERS ", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS ". 2. SC -740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED W /ALL 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 DEF�TH 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 INLAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 30" (760 mm) 24" & 6" INLET IE _ ±340.30 6" BOTTOM ELEVATION = 339.70 12" (300 mm) TYP ,LEANOUT d ❑ cn < Y W p z w ~ W J Q O U U � � J W m N 11 (o c O ° G J W w � O < ❑ a z 0 a U to ELI O > w s � ° 44) F-F U u V��gv = N Z C" _c Elo L Ns ° 8 � ] or I ow J N N m co Z q, ' < = r W O n °c azi0 I o ( o i SHEET 2 OF 5 Q < Y i W W J w � U 2 Q I J ) } W a N O co 2 W .. w LIT - O a o: U m w ❑ w Of 2 s- o U iU C � � E 8 k B Uo L R! 0 c '_ S 2 O m J N . mm i z'.r Lu < = I". WO1 i Opc �a6 V O J 00 J °p '^ 0 ` F- f i 0 Z i SHEET 3 OF 5 TER STORMWATER FILTRATION SYSTEM PROTECTED BY U.S. PATENT# 6,869,528 6" ORIFICE TO FILTER 24" FRAME AND COVER 30" FRAME o rroi�o a� PLAN VIEW NOTE: FRAMES & COVERS PER WSDOT STANDARD PLAN B- 30.70 -03. COVERS SHALL BE MARKED "STORM ". )VC )M FILTER " OUTLET PIPE 24" FRAME & COVER RIM = 345.73 WEIR WALL k INLET ' l INLET IE = 342.75 •1 OUTLET r 2.33' OUTLET IE = 340.42 y 4" PVC FROM FILTER REV DESCRIPTION DATEIAPPR NOTES: t3AYNAVER 1. FRAME AND COVERS SHALL BE H -20 TRAFFIC RATED. TECHNOLOGIES `/ 800 - 829 -7283 2. WEIR WALL SHALL BE SEALED ONTO WWW.BAYSAVER.COM WALLS' DESIGNED: TEP DATE: 12/14/09 3. VAULT INSIDE HEIGHT SHOULD BE 44' DRAWN: PR SCALE: N.T.S. MINIMUM. CHECKED: PR I DWG NO: COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8'(2.4 m) MIN WIDE STRIP SUMP DEPTH TBD BY SITE DESIGN ENGINEE (24" 1600 mm] MIN RECOMME INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT 30" FRAME & COVER RIM = 345.79 .6 S+ ' 0 O �kjl NMI 11.1 SECTION A —A SC -740 CHAMBEER 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.3. 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. 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 315V TK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5'(1.5 m) MIN WIDE STRIPS PAVEMENT CONCRETE SLAB 8" (200 mm) MIN THICKNESS FLEXSTORM CATCH IT PART# 6212NYFX 10" (250 mm) INSERTA TEE PART #10N12ST74S1 INSERTA TEE TO BE CENTERED ON CORRUGATION CREST �1 �--- 12" (450 mm) MIN WIDTH 6" THICK CONCRETE COLLAR 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W /SOLID HINGED COVER OR GRATE PART# 2712AG1 ON SOLID COVER, 1299CGC GRATE: 1299CGS SC -740 INSPECTION PORT DETAIL NTS 10" (250 mm) ADS N -12 HOPE PIPE SC -740 CHAMBER i Q ° 2 Y t W o i uj 0 J ELI U 2 ❑ U ij75 J > W o L Z O (D W I v o Z O a 0 U En w w > w o o u JcU C - U u F t L o o— 3 z v Q d > N [ m C, i z1 < =n Wow J i Opp Qt- Q C5 U I J p J • 0 E 0 Z i SHEET 4 OF 5 z AASHTQ MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIPTION W CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS Z O FROM THE TOP OF THE'C' LAYER TO THE BOTTOM ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. 5 w MAY BE PART OF THE'D' LAYER AASHTO M145' BEGIN COMPACTIONS AFTER 12" (300 mm) OF A-1,. A -2 4, A -3 MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL - GRADED SOIUAGGREGATE MIXTURES, <35% COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX 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 OR WELL GRADED MATERIAL AND 95% RELATIVE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU �°oHTO M43' DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE'C' LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 561 57, 6, 67, 68, 7, 78, 8, 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT O 9,10 NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AAE311TO M43' B CHAMBERS FROM THE FOUNDATION STONE ('A' DISTRIBUTION BETWEEN 3/4 -2 INCH (20 -50 mm) 3, 357, 41 467, 5, 56, 57 NO COMPACTION REQUIRED. LAYER) TO THE'C' LAYER ABOVE. W 1 it FOUNDATION STONE: FILL BELOW CHAMBERS CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AAyHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) DISTRIBUTION BETWEEN 3/4 -2 INCH (20 -50 mm) 3, 357, 41, 467, 5, 56, 57 SURFACE. " OF THE CHAMBER. PLEASE NOTE: 1, THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD, STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 ( AASHTO M43) STONE ". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITHI A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAYBE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 r ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A& B LAYERS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 8' o� 17v 18" 2.4 ��➢4 et _� (450 mm) MIN* ( m ) MAX 6" (150 mm) MIN O ;I VD CAP SUBGRADE SOILS j (150 m) MIN 51" (1295 mm) (SEE NOTE 5) NOTES: 1. SC -740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMW /ATER COLLECTION CHAMBERS ", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS ". 2. SC -740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED W /ALL 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 DEF�TH 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 INLAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 30" (760 mm) 24" & 6" INLET IE _ ±340.30 6" BOTTOM ELEVATION = 339.70 12" (300 mm) TYP ,LEANOUT d ❑ cn < Y W p z w ~ W J Q O U U � � J W m N 11 (o c O ° G J W w � O < ❑ a z 0 a U to ELI O > w s � ° 44) F-F U u V��gv = N Z C" _c Elo L Ns ° 8 � ] or I ow J N N m co Z q, ' < = r W O n °c azi0 I o ( o i SHEET 2 OF 5 Q < Y i W W J w � U 2 Q I J ) } W a N O co 2 W .. w LIT - O a o: U m w ❑ w Of 2 s- o U iU C � � E 8 k B Uo L R! 0 c '_ S 2 O m J N . mm i z'.r Lu < = I". WO1 i Opc �a6 V O J 00 J °p '^ 0 ` F- f i 0 Z i SHEET 3 OF 5 TER STORMWATER FILTRATION SYSTEM PROTECTED BY U.S. PATENT# 6,869,528 6" ORIFICE TO FILTER 24" FRAME AND COVER 30" FRAME o rroi�o a� PLAN VIEW NOTE: FRAMES & COVERS PER WSDOT STANDARD PLAN B- 30.70 -03. COVERS SHALL BE MARKED "STORM ". )VC )M FILTER " OUTLET PIPE 24" FRAME & COVER RIM = 345.73 WEIR WALL k INLET ' l INLET IE = 342.75 •1 OUTLET r 2.33' OUTLET IE = 340.42 y 4" PVC FROM FILTER REV DESCRIPTION DATEIAPPR NOTES: t3AYNAVER 1. FRAME AND COVERS SHALL BE H -20 TRAFFIC RATED. TECHNOLOGIES `/ 800 - 829 -7283 2. WEIR WALL SHALL BE SEALED ONTO WWW.BAYSAVER.COM WALLS' DESIGNED: TEP DATE: 12/14/09 3. VAULT INSIDE HEIGHT SHOULD BE 44' DRAWN: PR SCALE: N.T.S. MINIMUM. CHECKED: PR I DWG NO: COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8'(2.4 m) MIN WIDE STRIP SUMP DEPTH TBD BY SITE DESIGN ENGINEE (24" 1600 mm] MIN RECOMME INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT 30" FRAME & COVER RIM = 345.79 .6 S+ ' 0 O �kjl NMI 11.1 SECTION A —A SC -740 CHAMBEER 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.3. 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. 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 315V TK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5'(1.5 m) MIN WIDE STRIPS PAVEMENT CONCRETE SLAB 8" (200 mm) MIN THICKNESS FLEXSTORM CATCH IT PART# 6212NYFX 10" (250 mm) INSERTA TEE PART #10N12ST74S1 INSERTA TEE TO BE CENTERED ON CORRUGATION CREST �1 �--- 12" (450 mm) MIN WIDTH 6" THICK CONCRETE COLLAR 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W /SOLID HINGED COVER OR GRATE PART# 2712AG1 ON SOLID COVER, 1299CGC GRATE: 1299CGS SC -740 INSPECTION PORT DETAIL NTS 10" (250 mm) ADS N -12 HOPE PIPE SC -740 CHAMBER i Q ° 2 Y t W o i uj 0 J ELI U 2 ❑ U ij75 J > W o L Z O (D W I v o Z O a 0 U En w w > w o o u JcU C - U u F t L o o— 3 z v Q d > N [ m C, i z1 < =n Wow J i Opp Qt- Q C5 U I J p J • 0 E 0 Z i SHEET 4 OF 5 z W Z O N O U 5 w Ix U D_ W a O V) 5 W 1 it < O Z 3 d W Z H V V - cc _ I I� r � 0 J W � U J Z o F a W O c', W " c =1 IW6 c N z o Q U IIL I IL m a- � a a- o W � � � W W a' > o 9 d m a } m } } m W m W Z C9 w W 2 U Q 0 U Vl 0 li1� DER �y 37401 N co O U w cn Ln W 4- X O w O c m u n � rn < 'D � -,t ��' lad N N r4 Lo Ln ''; 1, r+ a O Q O O.o • m E, t\ n 0 0 ko aO i°frn Z � J D: • W •� a W cu Z � •v>I � W O Z W > V JOB NUMBER: 14009 DRAWING NAME: 14009 —DRDT C1. SHEET: 8 OIL 14 SEC 19, TWP 17N, RGE 2E, W.M. . �.. Z S�Q �� SAW CUT EXISTING PAVEMENT. EMULSIFIED T GRADE MINIMUM 0.25' CLASS 'B' A.C.P. CSSTACK SHALL E APPLIED 5 1/2" 6 1/2" 5 1/2" ..-• A �� 5 `''S A (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. 15' "R "R .. i o . . • ' .. Jp 5 PLUS 0.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED APPLIED IN MAXIMUM 0.17' LIFTS USING PAVING ASPHALT AR4000W. - EDGE AROUND 5• g' 5' EACH PANEL 1 1/2 "R 1/2 W 0: G U -SEE NOTE 1 e • a! W I' ' �`• r '; I TREE GRATES, 0.67' GRAVEL BASE ::;: 6:;'•''::::..: y;:: v`;:yi:`;:�4;•:;i:':`::'::,'::: `;'::'•' :';:'; };•:o:t.'.., :;:q; :•.::;+4 BROOM FINISH CL "R 1 "R ° I C[ s. TYP. • '� COMPACTED TO 95% EXISTING OF MAXIMUM DENSITY 0.17' CRUSHED FLEXIBLE PER. 2- 03.3(14)D TOP COURSE PAVEMENT `r'O S �F/Y9 fO d °. d ' d 1/2 `D °° d v o ?. EXPANSION ti d A d 1 N 5 JOINT e. ° ;e . ° �!••: D TRENCH BACKFILL 1' MIN. COMPACTED PER. EXPANSION EXPANSION JOINT a Ln I e ° . • SF�A TYP. 2- 03.3(14)C METHOD B SCORE MARK JOINT e ° d ° ° ' e .. z •I ° d d ° 3 ' TYP E I PLANTER STRIP O d ° a. cc W (AS REQ.) Ld r VARIES SIDEWALK 1/2" LI ?S' EMENT CONCRETE CURB & GUTTER 15' d e CEMENT CONCRETE BARRIER CURB AND GUTTER (` MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT. �� 7 1 2" %//W I R /W 6" 6" SIDEWALK OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A -1 SAW CUT PAVEMENT. CURB &GUTTER IL WHICHEVER IS GREATER. -EXISTING LL 50' O SECTION A -A 1/2" LI� .. F_ CEMENT CONCRETE BARRIER CURB m ADJUST WIDTH AS 0.67' GRAVEL BASE • 0 w 9' S' 11' 11' S' 9' I REQ. TO PROVIDE 6- `IfP �� SLOPE OF 12:1 COMPACTED TO 95% EXISTING SIDEWALK PLANTER STRIP v + I Z m N I ��Q�• g SECTION B -B OF MAXIMUM DENSITY 0.17' CRUSHED PER. 2- 03.3(14)D SURFACING RIGID 5' MIN (AS REQ.) 12" a < 12' w °m m D m I D m r�i O qO TOP COURSE PAVEMENT o 1 2'R 1/2-R Z :q n r D n a `S�r -276 R=1/2" TYP. I Z y r y m I B F A�� * NS AS REQ. TRENCH BACKFILL -� °. .a' 1/2-R N m m 1' MIN. COMPACTED PER. �° • '• ° L6 a cn SEE NOTE 1 TYP. 2- 03.3(14)C METHOD C Q 2.5' 2.5'I L'3 IL a co a 9) o B TYPE II 4" MIN. De. D D• p RECOMMENDED BASIC DRIVEWAY D 4 e I I I APPROACH WIDTHS d a P�' �, ?S• NOTES: O p 2 2% s- 2% 2 NOMINAL 6yo��c44��G�Q Z10, . CURB N& GUTTER 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED CEMENT CONCRETE ROLLED CURB AND GUTTER w Z 0 w a WIDTH 01 0 11O JOINT FILLER FULL THICKNESS OF CONCRETE. 0 N a r, ONE -WAY 10' 15' 20' Ale 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE �y CITY OF YELM TWO -WAY 10' 30' 40' CITY OF YELM CITY OF YELM POURING CONCRETE. CITY OF YELM CITY OF YELM DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS 3. SCORE MARKS SHALL BE f1/8" WADE BY t1/4" DEEP. FOR DEPT. OF PUBLIC WORKS U DEPT. OF PUBLIC WORKS ° 00 X 0 a E 0 c rn SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE rnQ r,d`n o, SEE SOLBERG ST. SECTION DETAIL THIS A -A SHEET N N (ts NOTES: CEMENT CONCRETE TRENCH - PAVEMENT MARK SHALL BE MADE ALONG CENTER OF WALK. CEMENT CONCRETE NOTES: 1. TO BE3 " THICK PREMOLDED CEMENT CONCRETE 65 MODIFIED PEDESTRIAN- 1. WHERE APPROACH EXCEEDS 16' WIDT -H A FULL tT IN CURB AND EXPANSION JOINT MATERIAL /8 c a O M 3 1 ORIENTED STREET SECTION DEPTH EXPANSION JOINT SHALL BE F�LACED APPROACH NOTES: RESTORATION 4. EXPANSION JOINTS SHALL BE INSTALLED GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB SIDEWALK JOINT FILLER FULL THICKNESS OF CONCRETE. CURBS LONGITUDINALLY, CENTERED IN THE APPROACH. J RETURNS. EXPANSION JOINTS SHALL BE PLACED IN 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE APPROVED DWG. NO. 2. FORM AND SUBGRADE INSPECTION ANE REQUIRED APPROVED DWG. NO. 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- APPROVED DWG. NO. SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. NO. POURING CONCRETE. L a� APPROVED DWG. NO. o BEFORE POURING CONCRETE. ATION SHALL BE IN CONFORMANCE WITH THE SPECIFICATIONS FOR ROAD, BRIDGE GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND - 11 OUJ 3. REFER TO SECTION 4B.140, YELM DEVELOPMENT PUBLIC WORKS DATE 4-9 STANDARD 1 O AND MUNICIPAL AS BY PUBLIC DIRECTOR DATE GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBLIC WORKS DAB 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. PUBLIC WORKS DDIIRNENCTOR pA�13 14009 DES. DWN. CKD. DATE GUIDELINES. DDIRECTOR CKD. DATE DES. 0 S.woRKS STANDARDS. CKD DATE DES. DDII�RECTOR CKD. DAVE C1. DES. CKDA� SHEET: 9 OF 14 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 WI Z 0- w F-I Z W U W >-Iz J I I F- LL_ U �IQ U) EX. ROAD SECTION CD 0_ an Z W 4" HMA ASPHALT a U_ 0 w NOTES: 1. CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER AND CITY INSPECTOR TO INSPECT EXISTING SUBGRADE PRIOR TO INSTALLATION OF THE ROADWAY SECTION. CONTRACTOR SHALL PROVIDE A MIN. 48 -HOUR NOTICE. 2. SEE "MODIFIED PEDESTRIAN ORIENTED STREET SECTION" THIS SHEET FOR REFERENCE. 3. ALL THICKNESSES ARE 95% COMPACTED DEPTHS. =I: 11' 25' Y2 R/W 4" HMA ASPHALT 2% ... . ..:..:... e \, 2" CSTC GENERAL NOTES (STREET CONSTRUCTION) 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. d r J Ify w o_ I °o' o_ I� } a 3 to I� 2 l a' NATIVE SUBGRADE OR 8" BALLAST STRUCTURAL FILL (SEE GEOTECHNICAL REPORT AND NOTE #1 BELOW) SOLBERG ST. SECTION A -A N.T.S. 3" HMA ASPHALT* 3" CSTC* FINISHED GRADE 114, 01 Al 1 6" CSBC* NATIVE SUBGRADE OR STRUCTURAL FILL (SEE GEOTECHNICAL REPORT) * ALL THICKNESSES ARE 95% COMPACTED DEPTHS. ON -SITE ASPHALT PAVING SECTION N.T.S. EXISTING 10' RIGHT -OF -WAY 5' - 5' I 2" HMA ASPHALT 2" CSTC 1 11 \IJI ILV VI \ % \VL NATIVE SUBGRADE OR STRUCTURAL FILL (SEE GEOTECHNICAL REPORT) 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" #3 BELOW) 2.5" 4" TWO #3 BARS a 2" CLEARANCE (TYP.) 8" MIN. 6•• 10" MAX. °. Q. 3:1 SAND & CEMENT GROUT 1" DEPTH TWO #6 BAR PRECAST CEMENT CONCRETE WHEELSTOP N.T.S. NOTE: JOINTS MIAY BE FORMED DURING INSTALLATION USING A RIGID [DIVIDER OR SAWCUT AFTER CONCRETE CURES TO MINIMUM STRENGTH. 1" M 2" 15. io Iw_R 1�►^ 1 " #3 BAR EXTRUDED CURB (TYPE 61 N.T.S. NON- SHRINK I GROUT AIN. Z W Z 0 5 v W 0: U a! W CL N Z O N 5 W X LO D \ O z 3 IL cc W r IL LL O W F_ LLI Z Z O o Z �' o O' J_ V' 0 L6 a cn au Q O ae L'3 IL a co a 9) Z o °� ' p W U w 4 IL o9e m d a F- O U U Z 'N' r M } m W m 0 W Z 0 w a V) Q D 0 N a 1� R Ale �y 87401 OVAL G c N U N ° 00 X 0 a E 0 c rn rnQ r,d`n o, t N N (ts N r 4 N Ln Ln1 •p X O n O Q; O • 65 NN .,' 3: tT O C7G c a O M 3 1 c � 8 � � J UJ c W Z L a� o w OUJ U JOB NUMBER: 14009 DRAWING NAME: 14009_RQDT1 C1. SHEET: 9 OF 14 SEC 19, TWP 17N, RGE 2E, W.M. lCr 18 "x18" OPENING FOR JOINT SIGN INSTALLATION J E (ADJUST LOCATION MIN. MAX. FASTENERS FOR POST TO BASE SHALL BE 3/8" WHIITE REFLECTIVE ON A GREEN REFLECTIVE 1.60" 2.40" D B B 0.65" REFLECTIVE BACKGROUND FOR ALL PRIVATE STREETS; - TRUNCATED DOME C 0.45" 0.90" � D 0.9" 1.40" SECTION t A) E 1 0.2" 1 0.2" TRUNCATED DOME SPACING SEE NOTE 3 CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY BACK OF CURB SEE NOTE 2 CURB AND GUTTER EE STANDARD SPECIFICATIONS FOR DOLOR OF SURFACE TRUNCATED DOME DETAILS DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 2'- 0" MIN. - TYP. OF ALL APPLICATIONS I I LANDING, CUT - THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp (exclusive of flares) or the landing. 2. The Detectable Warning Surface shall be placed at the back of curb, and need not follow the radius. 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. 5. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail. 7. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp. DETECTABLE WARNING SURFACE (WSDOT DETAIL F- 45.10 -01) N.T.S. CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING GRADE BREAK GRADE BREAK SEE CONTRACT PLANS - 4'- 0" MIN. SEE CONTRACT PLANS - 4'- 0" MIN. PROVIDE SMOOTH CEMENT CONCRETE TRANSITION TO SIDEWALK -SEE NOTE 5 / WSIDEWLK IDTH (TYP.) FLARE (TY0.) i 3/8" EXPANSION JOINT (TYP) - SEE STANDARD PLAN -30.10 GRADE BRI CURB, OR CURB AND GUTTER SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) CROSSWALK L PLAN VIEW 4'- 0" MIN. DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F -45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 4 SLOPE TREATMENT - I SEE CONTRACT PLANS _\ SEE STANDARD PLAN F -30.10 2.0% MAX. a LANDING DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F -45.10 15'- 0" MAX. SEE NOTE 6 GRADE BREAK 8.3% MAX. CURB RAMP "v SECTION AO ISOMETRIC VIEW GRADE BREAK COUNTER SLOPE 5.0% MAX. TOP OF ROADWAY s o DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F -10.12 CURB RAMP (WSDOT DETAIL F- 40.15 -02) N.T.S. NOTES 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. Curb Ramp location shall be placed within the width of the associated crosswalk or as shown in the Contract Plans. 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances in front of the Curb Ramp or on any part of the Curb Ramp or Landing. 4. See the Contract Plans for the curb design specified. See Standard Plan F -10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. 5. See Standard Plan F -30.10 for Cement Concrete Sidewalk details. See Contract Plans for width and placement of sidewalk. 6. The Curb Ramp maximum running slope shall not require the ramp length to exceed 15 -feet to avoid chasing the slope indefinitely when connecting to steep grades. When applying the 15 -foot maximum length, the running slope of the Curb Ramp shall as flat as feasible. 7. Curb Ramp, Landing, and Flares shall receive broom finish. See Standard Specifications 8 -14. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 2'MIN 7' MIN FINISH GRADE OUTSIDE SIDEWALK NOT TO SCALE 2" TELESPAR SIGN POST 1" THICK - 2 X "BASE POST CONC. R lUT r i ICI 100 777"', 1PREMOLDED JOINT FILLER ��;o',•;�o\o (4 SIDES) 000000 • CONC. SECTION BASE SIGN INSTALLATION DETAIL NOT TO SCALE EXPANSION 18 "x18" OPENING FOR JOINT SIGN INSTALLATION i (ADJUST LOCATION r TO THE NEAREST JOINT ON EITHER SIDE) FASTENERS FOR POST TO BASE SHALL BE 3/8" WHIITE REFLECTIVE ON A GREEN REFLECTIVE I VSIDEWALK CONC. O 1 NOTE: IF SIDEWALK IS LESS THAN 18, O 7' WIDE, PLACE SIGN IN _T ! ! 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" LA1rEST EDITION. ALL STREET NAME SIGNS SHALL i ALUMINUM DRIVE RIVETS WITH NYLON BLACK SPACER. HAVE EXTRUDED BLADE EDGES. ALL LETTERS ARE FASTENERS FOR POST TO BASE SHALL BE 3/8" WHIITE REFLECTIVE ON A GREEN REFLECTIVE ALUMINUM DRIVE RIVETS ONLY. NO BOLTS, NUTS, BA(_CKGROUND FOR PUBLIC STREETS AND ON A BLUE SCREWS, OR OTHER FASTENERS ARE ACCEPTABLE. REFLECTIVE BACKGROUND FOR ALL PRIVATE STREETS; E. ALL SIGN SHEETING, WITH THE EXCEPTION OF PUE3LIC, TOP SIGN, PRIVATE BOTTOM. ALL SIGNS SHALL 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 O U SERIES NUMBERS: WHITE -3930, YELLOW -3931, 1-44DSCAPING 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 ASlIBILITY. SHALL BE HIGH INTENSITY PRISMATIC (HIP) GRADE B. ALL. POSTS SHALL BE 2" SQUARE, QUICK PUNCH WITH 3M 1160 ANTI - GRAFFITI FILM. NO ENGINEER (N C)N -PERFORATED) WITH HOT- DIPPED GALVANIZED W GRADE MATERIAL SIGNS ARE ALLOWED. CROSSWALK FINIISH, 12' LONG (TO ACHIEVE 7' MINIMUM HEIGHT SIGNS SHALL BE 3M, DG3 SHEETING SERIES REQUIREMENT). BASE POST SHALL BE 2 1/4" SQUARE, F. FOR STREET SIGNS THE BOTTOM SIGN SHALL BE QUICK PUNCH, HOT DIPPED GALVANIZED FINISH, 36" U ATTACHED TO THE POST USING A 12" LONG SQUARE LON4G. 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) EXTRUDED BLADE SIGN CROSS. FILL -ED WITH CLASS CONCRETE. G. NO SIGN SHALL BE INSTALLED ON LIGHT POLES. C. MAITERIAL MAY BE ACQUIRED AT, BUT ARE NOT LIMITED CONTACT CITY OF YELM FOR STREET NAMES AND TO ZUMAR INDUSTRIES, 12015 STEELE ST S. TACOMA, H. BLOCK NUMBERS. ASE I ANY SIGN BASE INSTALLED UNDER CONCRETE SHALL WA 98445. 1 -800- 426 -7967, OR TRAFFIC SAFETY SUPPLY CO. 2324 S.E. UMATILLA ST. PORTLAND, OR UTILIZE AN HEAVY DUTY ANCHOR B ( ) ASE 972202. 1- 800 - 547 -8518. PACIFIC COAST PRECAST, N SLEEVE OF 7 GAUGE SOLID WALL, 2 HOLE ANCHOR 4928 SHINCKE RD. NE OLY, WA 98506, 360 - 352 -0142. FOR THE TELESPAR POSTS. FOR$ INSTALLATION AT RETAINING WALLS, GROUT POST BAKES DIRECTLY INTO MASONRY UNIT PER MALJNFACTURER'S SPECIFICATIONS AND SHORTEN SIGN POE3T AS REQUIRED. ALPINE PRODUCTS 800 - 591 -9466. N SIGN INSTALLATION DETAIL ACCESSIBLE PARKING SIGN R7 -8011 WITH R7-801A (VAN ACCESSIBLE) 411 WHEEL STOP ( TYP. ) INTERNATIONAL A SYMBOL BUILDING A N.T.S. D. 1' •n (MIN) (MIN.) GENERAL NOTES: 1. EACH ACCESSIBLE PARKING STALL SHALL BE A MINIMUM OF 8' WIDE AND HAVE A MINIMUM 8' WIDE ACCESiS AISLE FOR VANS OR 5' WIDE ACCESS AISLE FOR CARS ADJACENT TO THE PARKING SPACE. 2. THE ACCESS p\ISLE SHALL BE DESIGNATED WITH 4" WIDE WHITE LINES PAINTED 45' DIAGONALLY AT 2' O.C. PAR= 3. ALL ACCESSIBLLE STALLS SHALL HAVE WHEEL STOPS. 4. SURFACE SLOF'?E WITHIN ACCESSIBLE STALLS AND ACCESS AISLES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. w ra 5. INTERNATIONAL- SYMBOL OF ACCESSIBILITY SIGN (ICC /ANSI 703.6.3.1 & A117.1 -2009) MUST BE MOUNTED ()N A PERMANENT POST. BOTTOM OF LOWEST SIGN SHALL BE A MINIMUM OF VAOCF 5' ABOVE THE GROUND SURFACE OF THE PARKING STALL. THE POST MUST BE ALIGNED WITH THE CEN -TER OF THE ACCESSIBLE PARKING STALL AND LOCATED NO MORE THAN 5' FROM THE FRONT OF THE PARKING STALL. 6. POST SHALL BIE 2"x2" TUBE STEEL, HOT DIP GALVANIZED, RUST FREE, PRIME COATED, AND SET IN 12 %12'�' CONCRETE FOOTING. WELD 3/16" ANGLED CLOSURE PLATE TO TOP OF POST. GRIND VVELDS SMOOTH, FLUSH TO POST. 7. SEE WSDOT STANDARD PLAN N- 17.10 -02 FOR ADDITIONAL REFERENCE. ACCESSIBLE PARKING STALL DETAIL N.T.S. En i w i O in O U 5 w W U W a N O N 5 w Of Ln o �i \ r- O Z � 3 IL W ) J V } a _J IL LL_ O J W � � F- U Z O H W .J v � v W z' 0 L16 ■ N UA IL M Q N W PY IL p W W � % o � oe m IL a N \ H O U U Z \ M m m } w m 0 w z U Y �j U J LLJ O D U cn a 1� DER �y 57401 Dom, G c a� 00 v U E N 00 O E C f0 a, o rn >Q > r,I- & It It N N N N ui X '� o E p c p a m o o c a 0 M M 3 fu a e Z � ~ C J F W _c W L a� o Z � c 'rn w O Z 2 W U JOB NUM R: 14009 DRAWING NAME: 14009_RD,PT2 cis$ SHEET: 10 OF 14 I l� sc ZI J y o I ti I Iw 0 I 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 I AND ENGINEER TO DETERMINE WHICH WATER MAIN TO CONNECT TO. I i I VERTICAL DATUM NGVD 1929 BENCHMARK: BRASS MONUMENT 0 THE INTERSECTION OF YELM AVE. & TAHOMA BLVD. THURSTON COUNTY CONTROL POINT N o.1252 ELEVATION = 347.206 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 [sZyl 340 EX. FIRE HYDRANT - - -1- SD 8 Pte' rr� vQ r� v1 9 SEC 19, TWP 17N, RGE 2E, W.M. \ I I - EX. SIDEWALK P 43.4 a N49.30'12 "W 100.00' � s s CONSTRUCTION NOTES O1 STA. ±1 +14.5 OR ±1 +18.6, 2.50' RT. (SEE NOTE THIS SHEET REGARDING TIE -IN LOCATION); INSTALL- RIGHT-OF-WAY LINE 1 — 6" CUT —IN -TEE 1 - 6" GATE VALVE (FLxMJ) FH I THRUST BLOCKING 6" A R DETAIL ON SHEET CONNECT TO EXISTING C WATER MAIN PER �..� — - -- - - -�- �- -- - - - -- - -�- - -- N , PIPE TYPE, C2.2. CONTRACTOR TO FIELD VERIFY EXACT LOCATION t o c PIPE SIZE, AND DEPTH OF EXISTING MAIN AT CONNECTION POINT wo' AND COORDINATE WITH THE CITY OF YELM PUBLIC WORKS INSPECTOR PRIOR TO CONSTRUCTION START. INSTALL 6 00 PVC C900 WATER MAIN PER PLAN AND PROFILE. .L ` MAINTAIN MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH / RESTORATION PER DETAIL ON SHEET C1.7. i STA. 2 +25.00, 2.50' RT.; INSTALL: PROPOSED PHYSICAL,., 1 - 6" TEE THERAPY OFFICE 1 - 6" GATE VALVE & BLIND FLANGE (EAST SIDE OF TEE) (FOR �° � I FF= ±347.4 FUTURE EXTENSION) ° 1 - 6" GATE VALVE (NORTH SIDE OF TEE) 6 1 - 6 "x4" REDUCER (NORTH SIDE OF GATE VALVE) .� THRUST BLOCKING Sp APPDXIMATE LOCATION OF HOSE (BIB AND POST O4 INSTALL 4 "0 PVC WATER MAIN PER PLAN AND PROFILE. MAINTAIN ztl MOUNTED CONTROL PANEL. COORDINATE WITH MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION a � BUILDING CONTRACTOR. DETAIL ON SHEET C1.7. ° Co ry m cN"f"5 O STA. 2 +25.00, 0.9' LT.; INSTALL: 100 z Z d� L----- - - - - -J ° .. ° L- - - - -�° 12 1 - 4" CUT -IN -TEE o RD RD RD RD ro N PLAm P Co!�T>fLo© P4NL L CA,,J dl THRUST BLOCKING °` Y>7 o U�.� -p I �� ,v Lpt, L `- CONNECT TO EX. 4" AC WATER MAIN PER DETAIL ON SHEET C2.2. L5 CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE SIZE, AND DEPTH OF EXISTING MAIN AT CONNECTION POINT AND �w ° o o a o o a °. L In3 5 PA� c. . COORDINATE WITH THE CITY OF YELM PUBLIC WORKS INSPECTOR 3 a i 5 0 C(",A L S i �' TA )2-5 n fZ �= PRIOR TO CONSTRUCTION START. It; O H�� `� O STA. 2 +22.50, 6.00' LT. (FRONT OF WATER BOXES); INSTALL: ° _ 0 N E C Wl U �, 1.5 "0 WATER SERVICE LINE, DOMESTIC AND IRRIGATION METER _ BOXES (DUAL SERVICE), AND SETTERS PER PLAN AND DETAILS ON A ti v 5 I EP S `i STL r� W 1 Tl-1 D ti Lu SHEET C2.2. INSTALL TWO BOLLARDS IN FRONT OF BOXES PER o O a 3 DETAIL ON SHEET C2.4. EXTEND 1 0 DOMESTI 'SERVICE LINE TO (� C PuP rn PS BUILDING COORDINATE AT BUI BUILDING ( CONTRACTOR). SEE IR GATION PLANS FOR 1 "0 IRRI T10N SERVICE. C3' 1J. TR�tiS CR ter jTe- j4 . TW fl Pry fh P METERS ONCEL NSTATLLA 3 /4 FEES MHAVE BEEN PA8" TO ITHE CITY, V-E . 0,&r L-If AND APPROVED DOUBLE CHECK VALVE- 4SS€MBLY (BEHIND IRRIGATION METER) AND REDUCE PRESSURE BACKFLOW ASSEMBLIES 3 cilN/VoT LAP HAVE BEEN INSTALLED BY THE CONTRACTOR. Tb 1 PM C2 A.;' O7 INSTALL 1 "0 CITY APPROVED BACKFLOW PREVENTION DEVICE (WILKINS 950XLT OR APPROVED EQUAL) WITHIN 5' OF IRRIGATION a 5 Tl+i S S �� 2aJ I c IN c 06- &� TV r3 t:E- ° 3 METER. INSTALL HEATED ENCLOSURE (HOT BOX H81 OR EQUAL) 7 ° �� P'# o �;�tZ� OVER RPBA PER MANUFACTURERS INSTALLATION GUIDELINES. COORDINATE CONDUIT LOCATION /SIZE WITH ELECTRICAL d CONTRACTOR. V/a62 IZ 1_D 1j) f DE y a :r o E` v�LUL8 RELOCATE EX. WATER METER BOX, SETTER, ETC. (FRONT OF BOX 3 Co MOD I3o� I�I �� k � TO BE MIN 1' OFF EDGE OF NEW PA �- 00 +6 6 0 0 •S-b +f 0 FD 1 °I I 3 � N E Q�95 _ TO NEW 6"0 VEMENT ° CO NN E C T SERVICE PVC WA TER MAIN. IN STALL CONCRE TE COLLAR ATTACHED TO THE BUILDING. A HOSE BIB IS REQUIRED WITHIN 50' ALLEY & SOLBERG ST. SW J St=em(_ R- M i t lJ i3O Ss c q0C /�NtJ N� � 'rU �3c AROUND BOX 7 k RIM= 347.40 (MUST BE HIGHER THAN SURROUNDING GRADE) t 7 i f ELEV. = 345.54 CD REQUIRED AND THE PUMP STATION SHALL BE ON A DEDICATED +�� zwn WITH ELECTRICAL CONTRACTOR. Q"D Izi (n ) c BY THE CITY OF YELM FROM THE TANK TO THE ALLEY 3 � N E Q�95 _ TO NEW 6"0 VEMENT ° CO NN E C T SERVICE PVC WA TER MAIN. IN STALL CONCRE TE COLLAR ATTACHED TO THE BUILDING. A HOSE BIB IS REQUIRED WITHIN 50' ALLEY & SOLBERG ST. SW J St=em(_ R- M i t lJ i3O Ss c q0C /�NtJ N� � 'rU �3c AROUND BOX (SEE DETAIL 6 -11 ON SHEET C2.2 FOR REFERENCE). 21 P 13 �? Tn P P ►ate ,„ RELOCATE EX. FIRE HYDRANT. INSTALL ±12 LF 6 "0 D.I. PIPE CAP BOTH ENDS OF EX. 4 AC WATER LINE AND PROVIDE THRUST( BLOCKING FROM END OF EX. SPOOL TO NEW HYDRANT LOCATION. SEE FIRE 6 AFTER NEW WATER LINE IS INSTALLED AND HYDRANT DETAIL ON SHEET C2.2 FOR REFERENCE. MAINTAIN MIN. HAS PASSED INSPECTION AND TESTING 42" COVER OVER PIPE AND PROVIDE MIN. 6" SAND CUSHION BETWEEN WATER PIPE AND NEW STORM PIPE WHERE THEY CROSS. a o o i a 7 5 HYDRANT FLANGE ELEVATION = ±346.9 a - HYDRANT STATION & OFFSET = STA. 9 +67.98, 13.90' RT. _ _ . N L O 5, °vo aaoa° ° ° °° ° ° °a STA. 2 +10.00, ±2. LT., INSTALL: ,a, Oeeaog °oo° ooeo s49.3o'o8 'E 100.00' _ CONNECT TO EX. eO PVC STEP MAIN AND INSTALL ±53 LF 2 "0 — S;S �_ � __ e_ _. _ -_ SS SS SS � — � - - -- SCHEDULE 40 PVC STEP SERVICE LINE WITH SOLVENT WELD JOINTS f W W v, ---- -- G W G G- SS — G— �S-- -- sS -- ss S —�L -- T T - ---- T- W ---- G SS - FROM MAIN TO STEP TANK PER DETAIL ON SHEET C2.3. PROVIDE J T ` -� `� o _ _ J 18 MINIMUM COVER. CONTRACTOR SHALL FIELD VERIFY LOCATION, .__� _K_�.� _ T -�—, _F_ _ T _ I E,�L iN ' 4 € .`vL_�_ -- - m - _______ _ 4 DEPTH, AND SIZE OF EXISTING STEP MAIN PRIOR TO CONNECTION. _ iw w —— w w w w— w" . _ _ - 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 DUPLEX PUMPING SYSTEM WITH A 20 GPM PUMP. COORDINATE EXACT LOCATION OF CONTROL PANEL i WITH BUILDING CONTRACTOR. THE PANEL SHALL BE WITHIN SIGHT 3 STA. 1 +00.00 ,= 8 +45.00 ATTACHED TO THE BUILDING. A HOSE BIB IS REQUIRED WITHIN 50' ALLEY & SOLBERG ST. SW OF THE STEP TANK. R/W CENTERLINE 348 RIM= 347.40 (MUST BE HIGHER THAN SURROUNDING GRADE) INTERSECTION IE= 342.40 (4" IN) �� z'0 ELEV. = 345.54 CD REQUIRED AND THE PUMP STATION SHALL BE ON A DEDICATED +�� zwn WITH ELECTRICAL CONTRACTOR. Q"D Izi (n ) c BY THE CITY OF YELM FROM THE TANK TO THE ALLEY uo- ciw ► S�T . ±1 +14.5 OR ±1 1 - 6" CUT -IN -TEE 1 4 6" GATE VALVE THRUST BLOCKING 0 +80 1+00 HORIZONTAL SCALE: 1 " =10 FEET VERTICAL SCALE: 1"=2.00 FEET z w 0{ EXISTING a RIGHT, -OF -WAY (ROADWAY G E AT RUNE LINE) �PROPOSED GRADE AT RIGHT -OF -WAY CENTERLINE (ROADWAY CENTERLINE) R/W CENTERLINE ELEV. 1 - 47 CUT -IN- 2 +00 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 1. DEFLECTION OF THE WATER MAIN IS NOT TO EXCEED MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL EXPOSE CONNECTION POINTS, VERIFY 340 FITTINGS, AND NOTIFY CITY OF YELM PUBLIC WORKS INSPECTOR AND AFFECTED PROPERTY OWNERS A MINIMUM OF 72 -HOURS PRIOR TO ANY SHUTDOWNS. 3. CONTRACTOR SHALL INSTALL SLEEVING AS NEEDED FOR IRRIGATION LINES. COORDINATE SLEEVING SIZES AND LOCATIONS WITH LANDSCAPE CONTRACTOR. WITH BUILDING CONTRACTOR. THE PANEL SHALL BE WITHIN SIGHT OF THE STEP TANK AND IT IS RECOMMENDED THE PANEL NOT BE ATTACHED TO THE BUILDING. A HOSE BIB IS REQUIRED WITHIN 50' OF THE STEP TANK. STA. 9 +06.00, 109.5' RT. (CENTER OF TANK) 348 RIM= 347.40 (MUST BE HIGHER THAN SURROUNDING GRADE) ' IE= 342.40 (4" IN) A POWER TRANSFER SWITCH AND BACKUP GENERATOR ARE z o REQUIRED AND THE PUMP STATION SHALL BE ON A DEDICATED CIRCUIT. COORDINATE CONDUIT AND TRANSFER SWITCH LOCATIONS WITH ELECTRICAL CONTRACTOR. 346 (n 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 LINE. 12 INSTALL 15 LF 6 00 SANITARY SEWER LATERAL FROM STEP TANK 344 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) 342 GENERAL WATER NOTES 1. DEFLECTION OF THE WATER MAIN IS NOT TO EXCEED MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL EXPOSE CONNECTION POINTS, VERIFY 340 FITTINGS, AND NOTIFY CITY OF YELM PUBLIC WORKS INSPECTOR AND AFFECTED PROPERTY OWNERS A MINIMUM OF 72 -HOURS PRIOR TO ANY SHUTDOWNS. 3. CONTRACTOR SHALL INSTALL SLEEVING AS NEEDED FOR IRRIGATION LINES. COORDINATE SLEEVING SIZES AND LOCATIONS WITH LANDSCAPE CONTRACTOR. z w z o 8 (n U w o: U N z 0 N W ir a m o� � d z d W J V cc O W H � U W it N ZI- Lu J o 0. ZW OC v CO) OC y v Q m d H W w W 6 m ot o o II C) U � T Y: m m M m w w w z � U J U N 0 NER cl 97401 9r0� l� m v U O w E E N R ao o a, O 0)a Q, N N N C �+ X O O O m o r 3 c a M c 0 3 fu �® a _ t J W rn IU c �Z cn w O U u JOB NUM j ER: 1400 DRAWING NAME: 14009 C21 SHEET: 11 OF 14 SEC 19, TWP 17N, RGE 2E, W.M. APPROVED METER BOX 16" W z Top view operating nut ? v 1212„ I '�_ RECESSED HANDLE TYPE W LID - *MIDSTATES BCF -1416 BOX- *MIDSTATES BCF -1416B *OR PRE APPROVED EQUAL METER BIOX c 14" _' a- �- Limits of payment Paint Hydrant Weather shield Sun Yellow High and Hydrant Lock MN. O UJ LIVE TAP Z O_ COVER INLAND 3 ' 3' 4" #248 x x 6 3 4 VA VE BOX WITH 1 Grade Bonet N S U / "WATER" CAST IN LID OPAD 10 8 3/4" SINGLE METER a 13312namel 2 /2 Hose connection w 0: CONCRETE OR OFCO 910 SERVICE SADDLE BOX PLACEMENT 12" MAX. PROPERTY with threads HYDRANT OFFSET 12, ROMAC 202S OR ROCKWELL 313 METER BOX 2X SLOPE TO IBOX LINE 1 „ I -4 /2 Steamer connection T,P CONCRETE -'7I THRUST : •° ::.P SECTION z 24 TO EDGE OF BOX - with NST threads See valve box and BLOCK (TYP) a 1 "x 1" FORD GRIP JOINT :' : ?:'':''''::'':: �' :' '' ''' N z & 5" Storz adapter valve stem detail - FINISHED GRADE '•' CORPORATION STOP TYPE < :a; '.A 0 �o Style S -37 w /SC cap 6 -11 ...:... 6„ FB 1101 3 Cn W r4" 18" -24" Ground �O °,I ':': OUTSIDE PAVED AREA ® 14" c TRACER WIRE a •• „ LO o Lo 1" 200pai 12 12" c� z z _6" SDR 218 PVC PIPE SEAL WITH AR4000W ac m 1" PLASTIC LINE USE 200 PSI ( P.E. PIPE To suit Standpipe � - 2' TYP. < v1 W N M CONFORMING TO ASTM DR7 PHILLIPS DRISCO PIPE 5100 W trench 6 Flanged fire x W ACP 0 3034. RISER PIPE TO BE POLYETHYLENE PIPE) METER depth 3' Minimum P hydrant tee W m v PLUMB AND CENTERED 1.0 CSTC j M OVER VALVE STEM. Oki CHECK VALVE Each Pipe Joint 6" TAPPING VALVE FL x MJ STAINLESS STEEL TAPPING SLEEVE LL. O = � 1-. „ I- 1/4" 19 1/2" E #1106 BAA Iron, co 1 k':`'::::;:':: W z 2X SLOPE TO BOX 1 g" Inc. Megalug g ? ': ;;: VALVE AND SLEEVE SHALL BE GROUND :: %;`k''•`t`i` ?`'' *' .4., • • p •,"' � 24" TO EDGE OF BOX METER BOX -�- T: : •'. . _ .. • . SUPPORTED AND BACKFILLED AS SHOWN BELOW- RIGHT. Z in a I co G ATE VALVE U M • PROPERTY :. • , .. ;. :•' :' :;• i FjL x MJ BALLAST w VALVE STEM RISER CURB a > . METER BOX CENTERED LINE ;;• 6" Class 52 ductile '' ` iron :' REQUIRED WHEN MAX. 0.5 CONCRETE CL 3000 s < a • • 12" ON EXTENDED LOT LINE ' pipe Cut to length ' o TEE 36" IS EXCEEDED • DUAL METER '' s" gate valve, FL X MJ ..:..: INSIDE PAVED ROADWAY (LENGTH VARIES) m BOX PLACEMENT See note below Varies i 1/3 DIAMETER OF PIPE U U ~ O\ Z \ T } M a] 2 X SLOPE TO IBOX 24 TO EDGE OF BOX 4 " XS „ X16 „ concrete block •':•�'• 14 GAUGE INSULATED COPPER 12" p.,.:... :':'. q:•''.;.'d:':' {'•.:•':•:•':•. ':•. Hydrant shoe •: . . }4 TRENCH BOTTOM NOTE: TONING WIRE WRAPPED AROUND THE �y :':•:•' a Backfill to top of drain ring housing CONTROLLED DENSITY BACKFILL�1 2• �I ., .• , PIPE (SEE GENERAL NOTES N0. 7) Q' :•:. 12" '.'P.'.•b'. �� bolts with 2 washed rock as shown Plastic barrier between POURED WIDTH OF TRENCH SOLID BRICK SUPPORT ALL VALVES MUST HAVE 14 GUAGE INSULATED u N N N o o :a'.'.•'.''•'•''•'o' W �.,..,.. x , o CO E 3 thrust block and tee 0 a r_ COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN- SIMILAR C zY v'•':'•'. ti �� 6 x 6 sheet of 11 mil. plastic or con- � J 6 CONCRETE THRUST BLOC EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR FORD B61 -444 -G, GRIP FORD VBH 72 -75W 518 "x W �W struction fabric, covering 2 washed rock Notes Concrete thrust block w EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. 22� 1 JOINT BY I.P THREADS. "X3/4" 3/4" COPPER METER SETTER VALVE 1z 1" 200 at W- 12" P.E. PIPE 12" 1. Hydrants shall be located in cast-in-place against NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION VALVE STEM EXTENSION LEGEND + BRASS BUSHING 1 UNION FOR OW Wo accordance with Section 6.060. fitting only FABRIC SHALL BE WRAPPED AROUND 3/4 "x12" BRASS NIPPLE CONNECTING 1" IRON PIPE OR a In addition, PIPE AND FITTINGS BEFORE THRUST EQUAL radius unobstructed working area shall BLOCK AND BACKFILL ARE POURED. X 1 7/8" X 2" HIGH GRADE STEEL CRY OF YELJM, WASHNGTON CRY OF YELM, WASHNGTON be provided around all hydrants. P y CRY OF YELJM, WASHINGTON CRY OF YELM, WA��TON WELDED TO RISER SHAFT. CITY OF YELM, WA31-MVGTON 7x DEPT OF PUBLIC WORKS DEPT. OF PUBLIC WORKS 2. Hydrants shall be Dresser M & H DEPT• OF PUBLIC WOPoC8 2. MJ CUT IN TEES SHALL NOT BE DEPT. OF PUBLIC WORKS „ „ DEPT • OF PUBLIC WORKS ® 3/16 Thk X 5 1/5 DIA STEEL 1 1" FORD GRIP Reliant style 929, Clow Medallion or PERMITTED. GUIDE PLATE WELDED TO RISER JOINT CORPORATION STOP TYPEFB 1701 5/8 SINGLE TYPICAL METER American AVK Series 2780 or Mueller 3. SUPPORT VALVE AND SLEEVE CONNECTION TO SHAFT. STANDARD SERVICE SADDLE METER SERVICE PLACEMENT Centurion valves shall be resilient wedge 3. Gate FIRE HYDRANT CONTINUOUSLY THROUGH INSTALLATION. EXISTING MAIN G) 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING VALVE BOX NRS with 0 -ring seals. Valve ends shall 1. STAAIINNLE S STEEL INSERTS APPROVED DWCl NO. APPROVED DVYGL NO. be Mechanical joint by ANSI flanges. APPROVED DYYCI N0: APPROVED DVVOL NQ NUT. LENGTH AS REQUIRED. APPROVED DYVGL N0. REQUIRED FOR ALL PACK JOINTS Valves shall conform to AWWA 509 -80. NOTE: AND GRIP. 6-1 6-6 Valves shall be Mueller M &H, Kennedy, 6 - 7 DATE 6 -10 PUBLIC WORKS DIRECTOR DATE 6 -11 PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DATE Clow R/W or Waterous Series 500. PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR ALL WELDS TO SHAFT SHALL BE 1/4- 2. ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS. D� DVft Clm DATE DE& DI CKD DATE 4. Fire Hydrant lock payment is required DEB DW qm• DA'M D DVVPL C107. DATE FILLET WELD ALL AROUND. DEB DIML Cd0) DATE ES JEG TP 42007 ES JEG TP 42007 city will order and install. ES JEG TP 4/2007 ES JEG TP 4/2007 ES JEG TP 42007 LOADS RESTORATION DEPTH TRACE TAPE 12' TO 18" UNDER THRUST AT FITTINGS IN POUNDS kT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE VARIES. THE FINAL GRADE. �/ ■� �■ :` � �ItIC�+' III t �■ ■� �� ■[ ■ i l■ ■[ I DEAD • �- DIAMETER OR TEE 3,600 2,000 11000 500 2,600 TOP VIEW TOP �VIEW TOP 'VIEW 8,000 4,400 2,300 1,200 5,700 W :i 14,300 7,700 4,000 2,000 10,100 �, O� ■t I � • I • • : • • I ■I\V1 ice i TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) I•• •• ••• •I •I I t PLAN I '•''. ` •''''''''• SIDE VIEW ''•''��•' ••� 14" 43,600 23,600 12,100 6,100 30,800 6" MIN. 2 SIDE VIEW 5 6 SIDE VIEW 16" 57,000 30,800 15,700 7,900 40,300 TEE CROSS GATE VALVE HORIZ. BEND BEDDING MATERIAL 6" MIN. 5 SEE NOTE 4 �� \ /� \ /�\ /�\ \�� 3 , : .. • - .. 3 ,' ` • 4 8 2 UNDISTURBED SOIL 4 `.. � • ...�;. NOTES: PLASTIC 2 ' �'' ► . .' 1. BLOCKING SHALL BE CEIMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE CONCRETE +y �F�I ®�pL� THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. BOX .. '•{ . *; � NOTES: 1 3' MIIL 2. TO DETERMINE THE BEAIRING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): 1. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNEC110N POINTS. 7 12• MIN. 1 TEE WITH CROSS WITH CROSS WITH PLUG OR CAP EXAMPLE : 12" - 90' (BEND IN SAND AND GRAVEL ' 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR PLUG PLUG PLUGS 32,000 LBS - 3000 LB S.F. = 10.7 S.F. OF AREA ' +/ MATERIAL IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER �h EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND <'?tr s``�'�?�`G4' + y!1 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 6 SOIL CONDITIONS. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM FLOW AGGREGATE SHALL IS 6- INCHES. 2 2 -� 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBS1U110NS WILL TO BUILDIING OR ALL CONDITIONS OF SEIRVICE. BE ALLOWED WITHOUT WRITTEN AUTHORIZA77ON FROM THE CITY OF YELM. GRAVEL BASE IRRIGATIOIN SYSTEM 5. WHERE NA77VE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL MATERIAL LIST: 12" THICK SAFE SOIL BEARING LOADS SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. 1. SERVICE LINE 2. 90' BEND 45* - 90' FOR HORIZONTAL THRUSTS WHEN -THE DEPTH 3. UNION VERTICAL BEND OF COVER OVER THE PIPE EXCEEC)S 2 FEET 4. NIPPLE POUND`,g PER 5. SHUT -OFF VALVE CRY Y�� 1,�VASHNGTON CRY OF YELM, WASHINGTON SOIL CITY OF YELM, WASHINGTON CRY OF YELM, WASHNGTON 6. CHECK VALVE (D.S.H.S. APPROVED) DEPT OF PUBLK: WOWS SQUARE; FOOT DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS 7. RELIEF VALVE DEPT. OF PJKJC WORKS NOTES: MUCK, PEAT 0 COCKS REDUCED PRESSURE 1. CONCRETE THRUST BLOCKING TO BE STANDARD SOFT CLAY 1,0010 TYPICAL WATER MAIN 9. THRUST LOADS 10. DRAIN TO DAYLIGHT IN TEST COCKS BACKFLOW ASSEMBLY POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL SAND 2,0010 TRENCH & BEDDING GENERAL NOTES: FOR 2" OR .SMALLER 2. PLASTIC BARRIER SHALL BE PLACED BE- SAND & GRAVEL 3,0010 A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. TWEEN ALL THRUST BLOCKS & FITTINGS. APPROVED DWG. NO. APPROVED DWG. NO. APPROVED D CLNM B. DIAMETER OF PIPE AND FITTINGS = APPROVED DWGLNO. SAND & GRAVEL 4,0010 C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM 6 -13 CEMENTED WITH 6 -14 PUBLIC WORKS DIRECTOR DATE 6 -15 FOR FURTHER INFORMATION. PUBLIC WORKS DIRECTOR DATE 6-17 DIAMETER. PUBLIC WORKS DIRECTOR DATE CLAY PUBLIC WORKS DIRECTOR DATE D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. DBEs DWN. CKD. DATE DEB D CIO]. DATE DEB. DYYN CIO DATE HARD SHALE 10,0100 DES. FDW N . CKD. DATE ES JEG TP 4/2007 ES JEG TP 4/2007 ES JEG TP 42007 KR JEG TP 42007 "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. Z 1, i� PLAN I '•''. ` •''''''''• SIDE VIEW ''•''��•' ••� 14" 43,600 23,600 12,100 6,100 30,800 6" MIN. 2 SIDE VIEW 5 6 SIDE VIEW 16" 57,000 30,800 15,700 7,900 40,300 TEE CROSS GATE VALVE HORIZ. BEND BEDDING MATERIAL 6" MIN. 5 SEE NOTE 4 �� \ /� \ /�\ /�\ \�� 3 , : .. • - .. 3 ,' ` • 4 8 2 UNDISTURBED SOIL 4 `.. � • ...�;. NOTES: PLASTIC 2 ' �'' ► . .' 1. BLOCKING SHALL BE CEIMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE CONCRETE +y �F�I ®�pL� THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. BOX .. '•{ . *; � NOTES: 1 3' MIIL 2. TO DETERMINE THE BEAIRING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): 1. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNEC110N POINTS. 7 12• MIN. 1 TEE WITH CROSS WITH CROSS WITH PLUG OR CAP EXAMPLE : 12" - 90' (BEND IN SAND AND GRAVEL ' 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR PLUG PLUG PLUGS 32,000 LBS - 3000 LB S.F. = 10.7 S.F. OF AREA ' +/ MATERIAL IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER �h EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND <'?tr s``�'�?�`G4' + y!1 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 6 SOIL CONDITIONS. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM FLOW AGGREGATE SHALL IS 6- INCHES. 2 2 -� 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBS1U110NS WILL TO BUILDIING OR ALL CONDITIONS OF SEIRVICE. BE ALLOWED WITHOUT WRITTEN AUTHORIZA77ON FROM THE CITY OF YELM. GRAVEL BASE IRRIGATIOIN SYSTEM 5. WHERE NA77VE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL MATERIAL LIST: 12" THICK SAFE SOIL BEARING LOADS SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. 1. SERVICE LINE 2. 90' BEND 45* - 90' FOR HORIZONTAL THRUSTS WHEN -THE DEPTH 3. UNION VERTICAL BEND OF COVER OVER THE PIPE EXCEEC)S 2 FEET 4. NIPPLE POUND`,g PER 5. SHUT -OFF VALVE CRY Y�� 1,�VASHNGTON CRY OF YELM, WASHINGTON SOIL CITY OF YELM, WASHINGTON CRY OF YELM, WASHNGTON 6. CHECK VALVE (D.S.H.S. APPROVED) DEPT OF PUBLK: WOWS SQUARE; FOOT DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS 7. RELIEF VALVE DEPT. OF PJKJC WORKS NOTES: MUCK, PEAT 0 COCKS REDUCED PRESSURE 1. CONCRETE THRUST BLOCKING TO BE STANDARD SOFT CLAY 1,0010 TYPICAL WATER MAIN 9. THRUST LOADS 10. DRAIN TO DAYLIGHT IN TEST COCKS BACKFLOW ASSEMBLY POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL SAND 2,0010 TRENCH & BEDDING GENERAL NOTES: FOR 2" OR .SMALLER 2. PLASTIC BARRIER SHALL BE PLACED BE- SAND & GRAVEL 3,0010 A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. TWEEN ALL THRUST BLOCKS & FITTINGS. APPROVED DWG. NO. APPROVED DWG. NO. APPROVED D CLNM B. DIAMETER OF PIPE AND FITTINGS = APPROVED DWGLNO. SAND & GRAVEL 4,0010 C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM 6 -13 CEMENTED WITH 6 -14 PUBLIC WORKS DIRECTOR DATE 6 -15 FOR FURTHER INFORMATION. PUBLIC WORKS DIRECTOR DATE 6-17 DIAMETER. PUBLIC WORKS DIRECTOR DATE CLAY PUBLIC WORKS DIRECTOR DATE D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. DBEs DWN. CKD. DATE DEB D CIO]. DATE DEB. DYYN CIO DATE HARD SHALE 10,0100 DES. FDW N . CKD. DATE ES JEG TP 4/2007 ES JEG TP 4/2007 ES JEG TP 42007 KR JEG TP 42007 "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. Z W Z O_ 0 1 N S U w 0: U D! W a N z 0 Cn W O LO o Lo O z � 3 W Z H V cc J Ili LL. O I U co O Z .. Z o 4 co J i N W Q U IL M cc =a vi W o ix W % ' � owe m U U ~ O\ Z \ T } M a] o m W �'' z U U J a O U in 1CD NER �y 97401 OVAL Y 00 v U Ln >C E E N ro Co o ,�° oa' rrm co 01 < n Vr u N N N o o ij ° x , o CO E 3 m 0 a r_ a0 rt°im 3 C a v Z w � J 6 W m W w 'm E w OW JOB NUM13ER: 1400 DRAWING NAME: 14009_ TDT C2 2 SHEET: 12 OF 14 SPLICE TO EXISTING 14 GAUGE TONING %MP;7 FINISH I 0 CONNECT TO EXISTING PVC SERVICE LINE 1" KBI BALL VALVE, SL x SL- 1" CHECK VALVE INSTALLATION NOTES: 1.ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY. 2.GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES. 3.9ALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. SERVICE BOX - CARSON INDUSTRIES MODEL NO. 1419B WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ "SEWER" (USE IN NON- TRAFFIC AREAS) r 14 GA. OF HEAVY INSULATED COPPER TONING WIRE ALL TONING WIRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M z 0 �o 1" SCHEDULE 40 PVC SWP PVC SWING CHECK VALVE SL x SL II 1" KBI BALL VALVE, SL x SLJ 1" PVC NIPPLE, SL x SL - 1" x MAIN DIA. PVC REDUCING TEE SL x SL x TH OR PIPE SADDLE — CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 1" SERVICE CONNECTION APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 7-1 DES. DWN. CKD. DATE JY JEG TP 4/2007 RESTORATION SURFACE SEE RESTORATION TABLE ABOVE 8" 1 SEE RESTORATION TABLE FINISH GRADE- 'Z it it •�i W� J W I I #10 AWG COPPER i z fw/1 0 / BACKFlLL SEE N w WALL RESTORATION TABLE a w _ a 9 of a y z� I I MAINTAIN SIDE SLOPE AS STEEP w w DWN. CKD. � DIFFERENT TYPES AS POSSIBLE 0 < N � / — � / SEWER LINE 0 w ° 3/4" PVC (CONTRACTOR TO ■ PIPE BEDDING FOR CL fO FLEXIBLE PIPE 3/4" LB PIPE O.D. ion PIPE o O.D. TO ELECTRICAL W UNDER HOUSE RESTORATION TABLE 1 SURFACE THICKNES'.S BACKFlLL/ COMMENTS/ TYPE COMPACTION REQMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHED ` SURFACE SELECT BACKFlLL ` FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 9576 SMOOTH & CONSISTANT TO STEP -- WITH EXISTING A.C. PAVEMENT 3" MIN. GRADIE B A . PAVING OVER 4% CRUSHED SELECT BACKFlLL FINISH ROADWAY TO CONFORM TO ALL EXISTING OVER GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% GRADES AND CURBS SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFlLL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICIKNESS COMPACT TO 95% TEXTURE, AND GRADE. LAWN /LANDSCAPE HYDROSEED/ PLANTINGS OVER 4" MIN. TYPE A NATIVE BACKFlLL FINISH GRADE SHALL BE SMOOTH & CONSISTANT TOP SOUL COMPACT TO 85% WITH EXISTING GRADE UNIMPROVED SUFACE NATIVE BACKFlLL N/A MOUND BACKFlLL 2" ABOVE EXISTING COMPACT TO 85 L GRADE do SMOOTH CSBC = CRUSHED SURFACE BASE COUIRSE CSTC - CRUSHED SURFACE TOP COUR` -SE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APPROVED DWG. NO. 7-3 CITY ENGINEER DATE DES. DWN. CKD. DATE JY I JEG TP 4/2007 I SEC 19, TWP 17N, RGE 2E, W.M. *PUMP WIRE SIZE MAXIMUM DISTANCE #12 AWG COPPER CONTROL #10 AWG COPPER GARAGE CONTRACTOR TO PANEL WALL SHIM, ETC. TO PUBLIC WORK DIRECTOR DA:TE ACCOUNT FOR DWN. CKD. DATE DIFFERENT TYPES JEG Q TP 1 OF SIDING -- m ° 3/4" PVC (CONTRACTOR TO p CONDUIT FORM BOTH CONDUITS W 3/4" LB AS SHOWN FOR BOTH CONDUITS) ion o ELECTRICAL LINE FROM TO ELECTRICAL UNDER HOUSE PANEL CONDUIT TO STEP TANK II_ J�I —FOOTING/STEM TO STEP -- WALL TANK *LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. GARAGE WALL PUMP CONTROL PANEL * NI =i STAINLESS STEEL TWO HOLE STRAPS AS REQUIRED TO SECURE CONDUIT TO WALL EXISTING GROUND z C-4 K, TO STEP TANK 12" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 1 7 -5 DES. I DWN. I CKD. I DATE JY JEG TP 4/2007 N ih TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET #8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). TO SILENCE ALARM PUSH LIGHT. FOR SERVICE CALL 360 - 458 -8411 CITY OF YELM 5" CENTERED ON PANEL FROM POWER SOURCE NOTE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 18PT. LETTERING PADLOCK WITH COMMON Kff FURNISHED BY THE CITY OF YELM ALARM LIGHT AND SILENCE BUTTON 1 "C, 8 - #12 TO STEP TANK - SIMPLEX 11/2 "C, 13 - #12 TO STEP TANK - DUPLEX 11/2 "C, 17 - #12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL APPROVED DWG. NO. ao z — PUBLIC WORK DIRECTOR DA:TE DES. DWN. CKD. DATE JY JEG W TP 1 4/2007 x U z O w 0 z o �N z w < 0 N it N w ° 0, 0 X 0<m wow a 5; z 0 (n air 0w0 z 0 a 0 F a 3v J I F- 04 W z N < U' L. O w 00 w= Y a W J N Q m O f- a Ld Jo z E w0 w �w O U oz w Y of I-o W3�z o waF a < En a0 w > ..O a a oo ■ d a x.01 o aa in bt 3 Z N w a a0 O Z z Umw o o F ao z z< �W U W W U > za 0 Z) 0 z 7 w On Z 0 a tea. O z I O O � N ° z O ° L (� Q Y H U L` m — LL] 0 O D- z Q , z L L UO ° ° w U y Y a_ o ° 3 Ld a m o a a USE 1" UNION TO CONNECT TESTING FIBERGLASS LID APARATUS FOR PRESSURE TESTING SERVI WITH STAINLESS STEEL 18" MIN RISER HEIGHT TYPICAL WITH AND NEOPRENE GASKET ALL STEP TANKS SHAL -L BE H -20 LOAD RATED TANKS. ALL NON - TRAFFIC BEARING TANKS 1" DIA .PVC HOSE AND THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. LEAVE SUFFICIENT VALVE ASSEMBLY ORIENT BALL VALVE WIRE TO ALLOW FOR PUMP REMOVAL AS SHOWN. BALL VALVE SHALL BE WITH 12" BELOW FINISHED GRADE WATER TIGHT LID ELECTRICAL SPLICE BOX WITH CORD GRIPS LID ALL CONNECTIONS SHALL BE WRAPPED NTH 21 "0 MIN.PVC RISER HEAT SHRINK BUTT CONNECTORS. WITH WATER TIGHT PUMP VAULT RISER 21" OR 24" PVC /GROMMETS IS DIA. RIBBED PVC z RISER W LID SLOPE GROUND AWAY FROM RISER ISER MATH NEOPRENE LID / 14 GAUGE TONING 14 GAUGE 10" FROM TOP OF RISER TO q 14 GAUGE TONING io I� WIRE TO SERVICE INSULATED OF ELECTRICAL CONDUIT WIRE TO SS CO iv ■ ` BOX TONING WARE 1 FINISHED GRADE INSTALL IN 3/4" EY CONDUIT SEAL TONING WARE - INSTALL z FIBERGLASS LID RISER w IN RISER . — J —j -j L _ WITH STAINLESS STEEL POWER ISOURCE NDUIT T o I 30 "0 RISER `ao EFFLUENT DISCHARGE �/ -1 I 2 PART USE ORCNO GASKET STANDARD TANK TO RISER BOLTS AND NEOPRENE 4"0 2 -PART EPDXY, USE ■ I ADAPTER FOR 5' MIN (TYP.) 1 "t1/4" ALL LIDS INLET TEE 4 " ORENCO RISER TANK o CONCRETE TANKS 2' MIN a LEVEL 3.5" ALARM TANKS FOR CONCRETE N 4 "0 ORFICE p DRECTELD AS YELECT ' ti 4° r, r. ,� -1 FINISH GRADE TYP. SLOPE TO NATIVE PUMP ASSEMBLY, SEE ALARM HIGH LEVEL . ". , . < - _ I , , , DWG. NO. 7 -9 6" -' ) eo 3.5" OFF 1" PVC FLOAT M a I o o � I LAG ON /OFF (4.5" DRAWDOWN ON TO OFF) 6. 0 ENGINEER. ,i y" 6" •� i ■ z NATIVE REDUNDANT a z 14 GAUGE COPPER PVC RISER, ASSEMBLY AS SET p LEAD ON /OFF y ay-:� GRADE I MIN. TONING WIRE, 2' -0" OFF BY CITY OF YELM p V-2 I I (4.5" DRAWDOWN ON TO OFF) 6° a ORENCO SYSTEMS, BAFFLE LOW LEVEL ALARM < ao ;Y.• Y�• ao o TAIL ABOVE GROUND INC., OR EQUAL REDUNDANT OFF to r `�. z N 1 -1/4" DIA. INLET (NOTE 1) p p p < HOLES AROUND N I U ;• sw m — z ORIFICE PERIMETER OF VAULT L_ _ —I 0 } ORENCO TANK TO 4" DIA. PVC LOW 25" w m .' ; �: . z N INDUCER 2 3 VOLUME J VF' 1 3 VOLUME RISER ADAPTOR 'r PVC BIOTUBE F" BAFFLE MIN BEDDING �� ■ •��'•`.� :'� "`''= !i:s'.� °' (FOR USE WITH NON- TRAFFIC BEARING TANKS) VARIES SUBMERSIBLE EFFLUENT BEDDING MATERIAL FOR ORENCO TURBINE 10 GPM PAO 0511 OSI PUMP WITH 6" MIN. BEDDING RIGID PIPE SHALL BE SAND NOTE: MA THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 S.O. POWER CABLE AND 1500 GAL 3000 GAL 4500 GA RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. INSTALLATIONS WILL 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 TYPICAL STEP INSTALLATION. D -2 2 43" 55" 55" D -3 2 50" 62" 62" 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 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 DIMENSIONS SHOWN. TYPICAL SIMPLEX STEP 1500 3000, 4500 GALLON FLOAT SETTING VAULT CONCRETE TANK TYPICAL AND TWO COMPLETE 3. THE TRIPLEX PUMP VAULT REQUIRES TWO 'VAULTS DIMENSIONS FOR A BEDDING RISER TANK INSTALLATION FLOATS AND ONE PUMPETTHE SECOND VAUOTTAINS STEP TANK /PUMP TANK DUPLEX PUMP VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL H {AVE DWG. NO. APPROVED DWG. NO. 7 -9 7 -11 7 -14 — Q PUBLIC WORKS DIRECTOR DATE DWG. N0. THREE RISERS AND LIDS. PUBLLIIC WORKS DIRECTOR DATE DWG. N0. APPROVED WORKS DIRECTOR DATE DWG. NO. PUBLIC WORKS DIRECTOR DATE 7 -17 PUBLIC WORKS DIRECTOR DATE 7 -18 DES. DWN. CKD. DATE DES. DWN. CKD. DATE DES. DWN. CKD. DATE DES. DWN. ---T CKD. DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP 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" z w Z� o� 5 v w U Of w a N o V) w a! o \ O z 3 a I W F J N J LL O W F- >. U _J F- z W c 0 V F W z z O 3 V W c N LL. N uj ii , IL m a us W x ��//�� U 4 v/ LLj > s � IL Q If O U U m } m W m Q W Z V, 0 yj w (, D m U Gl 1<0 y� 97401 p a� m v E U O w X R 00 0 E m O It M u 01 Q I, d' O v "� It � c: N N N o f0 vi Ln :- L XO 'Q O O O n mE 003 3 d O M M fo Z _ co wI { • X61 W .L au Z c N 'rn w 0Z W U JOB NUMBER: 14009 DRAWING NAME 14009_SSD C2m3,1 SHEET: 13 OF 14 USE 1" UNION TO CONNECT TESTING FIBERGLASS LID APARATUS FOR PRESSURE TESTING SERVI WITH STAINLESS STEEL 18" MIN RISER HEIGHT TYPICAL WITH AND NEOPRENE GASKET ALL STEP TANKS SHAL -L BE H -20 LOAD RATED TANKS. ALL NON - TRAFFIC BEARING TANKS 1" DIA .PVC HOSE AND THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. LEAVE SUFFICIENT VALVE ASSEMBLY ORIENT BALL VALVE WIRE TO ALLOW FOR PUMP REMOVAL AS SHOWN. BALL VALVE SHALL BE WITH 12" BELOW FINISHED GRADE WATER TIGHT LID ELECTRICAL SPLICE BOX WITH CORD GRIPS LID ALL CONNECTIONS SHALL BE WRAPPED NTH 21 "0 MIN.PVC RISER HEAT SHRINK BUTT CONNECTORS. WITH WATER TIGHT PUMP VAULT RISER 21" OR 24" PVC /GROMMETS IS DIA. RIBBED PVC z RISER W LID SLOPE GROUND AWAY FROM RISER ISER MATH NEOPRENE LID / 14 GAUGE TONING 14 GAUGE 10" FROM TOP OF RISER TO q 14 GAUGE TONING io I� WIRE TO SERVICE INSULATED OF ELECTRICAL CONDUIT WIRE TO SS CO iv ■ ` BOX TONING WARE 1 FINISHED GRADE INSTALL IN 3/4" EY CONDUIT SEAL TONING WARE - INSTALL z FIBERGLASS LID RISER w IN RISER . — J —j -j L _ WITH STAINLESS STEEL POWER ISOURCE NDUIT T o I 30 "0 RISER `ao EFFLUENT DISCHARGE �/ -1 I 2 PART USE ORCNO GASKET STANDARD TANK TO RISER BOLTS AND NEOPRENE 4"0 2 -PART EPDXY, USE ■ I ADAPTER FOR 5' MIN (TYP.) 1 "t1/4" ALL LIDS INLET TEE 4 " ORENCO RISER TANK o CONCRETE TANKS 2' MIN a LEVEL 3.5" ALARM TANKS FOR CONCRETE N 4 "0 ORFICE p DRECTELD AS YELECT ' ti 4° r, r. ,� -1 FINISH GRADE TYP. SLOPE TO NATIVE PUMP ASSEMBLY, SEE ALARM HIGH LEVEL . ". , . < - _ I , , , DWG. NO. 7 -9 6" -' ) eo 3.5" OFF 1" PVC FLOAT M a I o o � I LAG ON /OFF (4.5" DRAWDOWN ON TO OFF) 6. 0 ENGINEER. ,i y" 6" •� i ■ z NATIVE REDUNDANT a z 14 GAUGE COPPER PVC RISER, ASSEMBLY AS SET p LEAD ON /OFF y ay-:� GRADE I MIN. TONING WIRE, 2' -0" OFF BY CITY OF YELM p V-2 I I (4.5" DRAWDOWN ON TO OFF) 6° a ORENCO SYSTEMS, BAFFLE LOW LEVEL ALARM < ao ;Y.• Y�• ao o TAIL ABOVE GROUND INC., OR EQUAL REDUNDANT OFF to r `�. z N 1 -1/4" DIA. INLET (NOTE 1) p p p < HOLES AROUND N I U ;• sw m — z ORIFICE PERIMETER OF VAULT L_ _ —I 0 } ORENCO TANK TO 4" DIA. PVC LOW 25" w m .' ; �: . z N INDUCER 2 3 VOLUME J VF' 1 3 VOLUME RISER ADAPTOR 'r PVC BIOTUBE F" BAFFLE MIN BEDDING �� ■ •��'•`.� :'� "`''= !i:s'.� °' (FOR USE WITH NON- TRAFFIC BEARING TANKS) VARIES SUBMERSIBLE EFFLUENT BEDDING MATERIAL FOR ORENCO TURBINE 10 GPM PAO 0511 OSI PUMP WITH 6" MIN. BEDDING RIGID PIPE SHALL BE SAND NOTE: MA THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 S.O. POWER CABLE AND 1500 GAL 3000 GAL 4500 GA RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. INSTALLATIONS WILL 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 TYPICAL STEP INSTALLATION. D -2 2 43" 55" 55" D -3 2 50" 62" 62" 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 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 DIMENSIONS SHOWN. TYPICAL SIMPLEX STEP 1500 3000, 4500 GALLON FLOAT SETTING VAULT CONCRETE TANK TYPICAL AND TWO COMPLETE 3. THE TRIPLEX PUMP VAULT REQUIRES TWO 'VAULTS DIMENSIONS FOR A BEDDING RISER TANK INSTALLATION FLOATS AND ONE PUMPETTHE SECOND VAUOTTAINS STEP TANK /PUMP TANK DUPLEX PUMP VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL H {AVE DWG. NO. APPROVED DWG. NO. 7 -9 7 -11 7 -14 — Q PUBLIC WORKS DIRECTOR DATE DWG. N0. THREE RISERS AND LIDS. PUBLLIIC WORKS DIRECTOR DATE DWG. N0. APPROVED WORKS DIRECTOR DATE DWG. NO. PUBLIC WORKS DIRECTOR DATE 7 -17 PUBLIC WORKS DIRECTOR DATE 7 -18 DES. DWN. CKD. DATE DES. DWN. CKD. DATE DES. DWN. CKD. DATE DES. DWN. ---T CKD. DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 JY JEG TP 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" z w Z� o� 5 v w U Of w a N o V) w a! o \ O z 3 a I W F J N J LL O W F- >. U _J F- z W c 0 V F W z z O 3 V W c N LL. N uj ii , IL m a us W x ��//�� U 4 v/ LLj > s � IL Q If O U U m } m W m Q W Z V, 0 yj w (, D m U Gl 1<0 y� 97401 p a� m v E U O w X R 00 0 E m O It M u 01 Q I, d' O v "� It � c: N N N o f0 vi Ln :- L XO 'Q O O O n mE 003 3 d O M M fo Z _ co wI { • X61 W .L au Z c N 'rn w 0Z W U JOB NUMBER: 14009 DRAWING NAME 14009_SSD C2m3,1 SHEET: 13 OF 14 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" z w Z� o� 5 v w U Of w a N o V) w a! o \ O z 3 a I W F J N J LL O W F- >. U _J F- z W c 0 V F W z z O 3 V W c N LL. N uj ii , IL m a us W x ��//�� U 4 v/ LLj > s � IL Q If O U U m } m W m Q W Z V, 0 yj w (, D m U Gl 1<0 y� 97401 p a� m v E U O w X R 00 0 E m O It M u 01 Q I, d' O v "� It � c: N N N o f0 vi Ln :- L XO 'Q O O O n mE 003 3 d O M M fo Z _ co wI { • X61 W .L au Z c N 'rn w 0Z W U JOB NUMBER: 14009 DRAWING NAME 14009_SSD C2m3,1 SHEET: 13 OF 14 SEC 19, TWP 17N, RGE 2E, W.M. 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 •&V950 CEMENT CONCRETE CLASS M e � SIDE FRONT VALVE MARKER POST "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) 1. All workmanship and materials shall be in accordance with City of Yelm standards and the most current copy of the State of Washington Standard Specifications for Road, Bridge and Municipal Construction (WSDOT /APWA). 2. All approvals and permits required by the City of Yelm shall be obtained by the contractor prior to the start of construction. 3. If construction is to take place in the County Right -of -Way, the contractor shall notify the County and obtain all the required approvals and permits. 4. A preconstruction meeting shall be held with the City of Yelm prior to the start of construction. 5. The City of Yelm shall be notified a minimum of 48 hours in advance of a tap connection to an existing main. A City representative shall be present at the time of the tap. 6. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verify all utility locations prior to construction by calling the Underground Locate Line at 1- 800 - 424 -5555 a minimum of 48 hours prior to any excavation. 7. Side sewer services shall be PVC, ASTM D 3034 SDR 35 with flexible gasketed or solvent weld joints. 8. All plastic pipe and services shall be installed with continuous tracer tape installed 12" to 18" under the proposed finished subgrade. The marker shall be plastic non - biodegradable, metal core or backing marked sewer which can be detected by a standard metal detector. In addition, STEP systems, and force mains shall be installed with 14 gauge direct -bury rated copper wire wrapped around all plastic pipe, brought up and tied off at valve body. Tape shall be Terra Tape "D" or approved equal. The tape and wire shall be furnished by the contractor. 9. All buried power for STEP systems shall be installed with continuous tracer tape installed 12? above the buried power. The marker shall be plastic non - biodegradable, metal core backing marked "power ". Tape shall be furnished by contractor. 10. Bedding of the sewer main and compaction of the backfill material shall be required in accordance with the above mentioned specification (See note 1). 11. Temporary street patching shall be allowed for as approved by the City engineer. Temporary street patching shall be provided by placement and compaction of 2 inch minimum asphalt concrete cold mix. Contractor shall be responsible for maintenance as required. 12. Erosion control measures shall be taken by the contractor during construction to prevent infiltration of existing and proposed storm drainage facilities and roadways. 13. Provide traffic control plan(s) in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) as required. 14. It shall be the responsibility of the contractor to have a copy of these approved plans on construction site at all times. 15. Any changes to the design shall first be reviewed and approved by the City of Yelm. 16. All STEP mains shall be hydrostatically tested in conformance with the above - referenced specification for testing water mains. (See note 1.) In addition, all STEP mains shall be pigged /cleaned in the presence of the City Inspector prior to placing STEP main in service. 17. Prior to backfill all mains and appurtenances shall be inspected and approved by the City of Yelm. Approval shall not relieve the contractor for correction of any deficiencies and /or failures as determined by subsequent testing and inspections. It shall be the contractor's responsibility to notify the City of Yelm for the required inspections. 18. Pump control panels shall be located on garage wall or remote post, unless otherwise authorized by the City of Yelm. 19. In the event that the Department of Labor and Industries or the City should require a separate "on -off" switch controlling power to the pump control panel, said switch must be lockable or have a locking cover to hold an Olympus type BP125, 30mm padlock. 20. Inspections for onsite STEP installations are required. A 24 hour notice to the sewer department is required prior to the inspection. Items needing inspection are: a) Tank installation, ie; bedding and location b) Tank infiltration, exfiltration test c) S.S. pressure test d) Service line pressure test e) Final Inspection 21. All lumber (plywood, etc.) used to mount either pump control panel or power meter must be pressure treated. Sewer Specifications Addendum 1. All STEP Tanks installed larger than 3000 gallons shall be fiberglass tanks mfg. by either Containment Solutions Inc. or Xerxes Inc. 2. All fiberglass STEP Tanks Shall be installed by qualified installers, following the mfg. directions and shall be secured with Tie -Down straps with "Dead Men" Sizing and materials for Dead Men and strapping shall be per the mfg. recommendations. 3. Buildings served by STEP Sewer, utilizing on site "back -up" generators for power outages must have electrical service installed in such a manner that the STEP system will also be supplied power by the auxiliary Generator. 4. The Pump Control Panels for all STEP tanks housing 2 or more pumps shall be fitted with a transfer switch model DT 323 URK as mfg by Cutler Hammer and a male plug, model 70530 MBWP as mfg by Bryant for use with the cities portable auxiliary generator. 5. All STEP tanks less than 3000 gallon shall have one 4" hole in the divider baffle centered at 20" above the floor of the tank. STEP Tanks sized at 3000 gallon shall have one hole in the divider baffle centered at 26" above the floor of the tank. 6. All 'Traffic Bearing' Service Boxes shall be a model MSBC 1324 -12 mfg. by Mid States Plastics BC Series. 7. All posts used to support Pump Control Panels must be Hot Dipped Galvanized Unistrut. 8. All 'Air Release, Vacuum Release and Combination Air Release /Vacuum Release valves shall be a model D -021 Combination Air Valve "MINI SAAR" sized according to the mfg. recommendation per pipe size. 9. Minimum STEP Tank size shall be 1000 Gallons 10. All STEP tanks housing more than 1 pump must utilize 2" piping for the Service Line. 11. The maximum depth of bury for all STEP Tanks shall be 60" as measured from finished grade to the invert elevation of the inlet pipe to the tank. ALL STEP TANKS SHALL BE H -20 RATED TANKS. 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE Z O 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 - SEE DETAIL 6 -7) a: U CITY OF YEW, WASHINGTON CEMENT CONCRETE D DEPT OF PUBM WORKS CLASS 3000 a: w 1' VALVE MARKER POST & HYDRANT BOLLARD DETAIL a APPPOM D OL NO. HYDRANT BOLLARD 6_ 12 PUBLIC WORKS DIRECTOR DATE N Z DER D A Clm. DATE ES JEG TP 42007 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) 1. All workmanship and materials shall be in accordance with City of Yelm standards and the most current copy of the State of Washington Standard Specifications for Road, Bridge and Municipal Construction (WSDOT /APWA). 2. All approvals and permits required by the City of Yelm shall be obtained by the contractor prior to the start of construction. 3. If construction is to take place in the County Right -of -Way, the contractor shall notify the County and obtain all the required approvals and permits. 4. A preconstruction meeting shall be held with the City of Yelm prior to the start of construction. 5. The City of Yelm shall be notified a minimum of 48 hours in advance of a tap connection to an existing main. A City representative shall be present at the time of the tap. 6. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verify all utility locations prior to construction by calling the Underground Locate Line at 1- 800 - 424 -5555 a minimum of 48 hours prior to any excavation. 7. Side sewer services shall be PVC, ASTM D 3034 SDR 35 with flexible gasketed or solvent weld joints. 8. All plastic pipe and services shall be installed with continuous tracer tape installed 12" to 18" under the proposed finished subgrade. The marker shall be plastic non - biodegradable, metal core or backing marked sewer which can be detected by a standard metal detector. In addition, STEP systems, and force mains shall be installed with 14 gauge direct -bury rated copper wire wrapped around all plastic pipe, brought up and tied off at valve body. Tape shall be Terra Tape "D" or approved equal. The tape and wire shall be furnished by the contractor. 9. All buried power for STEP systems shall be installed with continuous tracer tape installed 12? above the buried power. The marker shall be plastic non - biodegradable, metal core backing marked "power ". Tape shall be furnished by contractor. 10. Bedding of the sewer main and compaction of the backfill material shall be required in accordance with the above mentioned specification (See note 1). 11. Temporary street patching shall be allowed for as approved by the City engineer. Temporary street patching shall be provided by placement and compaction of 2 inch minimum asphalt concrete cold mix. Contractor shall be responsible for maintenance as required. 12. Erosion control measures shall be taken by the contractor during construction to prevent infiltration of existing and proposed storm drainage facilities and roadways. 13. Provide traffic control plan(s) in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) as required. 14. It shall be the responsibility of the contractor to have a copy of these approved plans on construction site at all times. 15. Any changes to the design shall first be reviewed and approved by the City of Yelm. 16. All STEP mains shall be hydrostatically tested in conformance with the above - referenced specification for testing water mains. (See note 1.) In addition, all STEP mains shall be pigged /cleaned in the presence of the City Inspector prior to placing STEP main in service. 17. Prior to backfill all mains and appurtenances shall be inspected and approved by the City of Yelm. Approval shall not relieve the contractor for correction of any deficiencies and /or failures as determined by subsequent testing and inspections. It shall be the contractor's responsibility to notify the City of Yelm for the required inspections. 18. Pump control panels shall be located on garage wall or remote post, unless otherwise authorized by the City of Yelm. 19. In the event that the Department of Labor and Industries or the City should require a separate "on -off" switch controlling power to the pump control panel, said switch must be lockable or have a locking cover to hold an Olympus type BP125, 30mm padlock. 20. Inspections for onsite STEP installations are required. A 24 hour notice to the sewer department is required prior to the inspection. Items needing inspection are: a) Tank installation, ie; bedding and location b) Tank infiltration, exfiltration test c) S.S. pressure test d) Service line pressure test e) Final Inspection 21. All lumber (plywood, etc.) used to mount either pump control panel or power meter must be pressure treated. Sewer Specifications Addendum 1. All STEP Tanks installed larger than 3000 gallons shall be fiberglass tanks mfg. by either Containment Solutions Inc. or Xerxes Inc. 2. All fiberglass STEP Tanks Shall be installed by qualified installers, following the mfg. directions and shall be secured with Tie -Down straps with "Dead Men" Sizing and materials for Dead Men and strapping shall be per the mfg. recommendations. 3. Buildings served by STEP Sewer, utilizing on site "back -up" generators for power outages must have electrical service installed in such a manner that the STEP system will also be supplied power by the auxiliary Generator. 4. The Pump Control Panels for all STEP tanks housing 2 or more pumps shall be fitted with a transfer switch model DT 323 URK as mfg by Cutler Hammer and a male plug, model 70530 MBWP as mfg by Bryant for use with the cities portable auxiliary generator. 5. All STEP tanks less than 3000 gallon shall have one 4" hole in the divider baffle centered at 20" above the floor of the tank. STEP Tanks sized at 3000 gallon shall have one hole in the divider baffle centered at 26" above the floor of the tank. 6. All 'Traffic Bearing' Service Boxes shall be a model MSBC 1324 -12 mfg. by Mid States Plastics BC Series. 7. All posts used to support Pump Control Panels must be Hot Dipped Galvanized Unistrut. 8. All 'Air Release, Vacuum Release and Combination Air Release /Vacuum Release valves shall be a model D -021 Combination Air Valve "MINI SAAR" sized according to the mfg. recommendation per pipe size. 9. Minimum STEP Tank size shall be 1000 Gallons 10. All STEP tanks housing more than 1 pump must utilize 2" piping for the Service Line. 11. The maximum depth of bury for all STEP Tanks shall be 60" as measured from finished grade to the invert elevation of the inlet pipe to the tank. ALL STEP TANKS SHALL BE H -20 RATED TANKS. Z w Z O U 5 w a: U a: w a N Z 0 V) 5 w 0: Q LO � o \ 0 Z Q IL W J i V � r cc a } _J IL 0 W H } U W O Z Z ° v i` a c W 3 0' W N L61 N IL a d M Z o U11 N W ;I � o o � d m a ~ U U r m IM w m o w Z �Ie 6i w in a a U 0 0 N 87401 rOAIAL �' m O v U E rn m 0 ro m ON o (3)a N � r-�,I rn � L N (� un u' •�, a mE �a3 _ 0 3 `rYcii aO 3 � a v Z J W L a� Z c W OW U JOB NUMBER: 14009 DRAWING NAME: 14009_SIDT2 C2n4 SHEET. 14 af 14 VO \ , \ 9 \ A} \ \ ♦ A F \ ~ / -v S O ° ^� v o O O 2- Nandma \ ',c��✓ 4- Korean O Rock Fern �" O O ", © 00 Rc' 27- Klnnikinnick 10- Varie ated �>" R -3 ��.b Bus 5to \ Q © Japanese y> Sedge 14- Variegated . " 3 Architectural R-3 �5ee PI 5 \` \ l f f ' f f f t Refuse /Fence, O\ G- Variegated �.� Japanese Sedge w 0 -9- Kinnikinnlck y 15- David's Viburnum \--I 0- Variegated Japanese Sedge Otto Luyken Laurel CIU t Ui " "S�t�o,� _rye 76t� k See PLANTING PLAN SCALE: I " = 10' -011 LANDSCAPE NOTES: I . Contractor 15 re5pon51ble 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.D15tribute G" depth Imported topsoil mix In all Shrub bed areas. Top5011 mix shall be composed of 213 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 flni5h grades in shrub areas and G" below grade in lawn areas, and replaced with 5pecified topsoil mix. D15PO5e of excavated material off 51te. 5.fine grade all landscape beds prior to planting operations. G.AII plants shall conform to the latest edition of the American Standard for Nursery Stock. 7. All trees within 5ft of any paved area Shall receive 18" depth root barrier for a total length of 7' beyond trunk ( 14' total on each applicable 51de). 8.15ackfill mix for plants shall be a blend of 1/3 ex15tinGJ site 5011, 1/3 coarse sand, and 1/3 fine compost. 9. Apply 05mocote- 18 -G -1 2, 9 month slow release fertilizer over the surface of all plant p1t5 at the following rates: Trees: I cup All shrubs (except I gal): 112 cup I Gallon plants: I/4 cup Ground Covers: i/4 cup 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 a5 top dre551ng. I I . All plants shall be guaranteed for one full year from date of project acceptance. Contractor shall not be re5pon51ble for plants dying due to Owner neglect, unusual weather or vandalism. AREA FOR SPACING ADJUSTMENT — CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X" 2/3 "X" S, , EDGE OF PLANTING BED TRIANGULAR SPACING WITHIN - PLANTING BED SPECIFIED PLANT SPACING = "X" INDIVIDUAL PLANTS REPRESENTED AS: + PLANT 5PAC1 NG DETAIL NT5 �J I iz o- J 2" MULCH IN BASIN 3" WATER RETENTION BASIN (IN SHRUB AND GROUNDCOVER AREAS ONLY) FERTILIZER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL. BACKFILL SOIL MIX L'alUlbi.0 � dVe r" Lt4S+' "fU41\Jt_ qikod4- S, y s6"'To 3, 1 PLANTING PIT Y SHALL BE A ROOTBALL MIN. OF TWICE DePTrt THE KOOTBAL G" MIN. DEPTH 5HRUD PLANTIN( (CONT., B �- B) 0 TREE TIES, TWO 2X2 WOOD STAKES ARRANGED PARALLEL TO CURB OR WALKWAY LIMITS Of TREE PIT NOTE: I N5TALL TREE 5TM ' IMPORTANT. REM( TREE 5TAK1 � w IJ_ W z - O N U NOTE: REMOVE TREATED 8" ROOTBALL 8' OR SYNTHETIC BURLAP MIN wi�m M1 COMPLETELY. O FERTILIZE AT TIME OF PLANTING PIT- Ca PLANTING. SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH. TREE PLANTING DETAIL d NT5 1 L'alUlbi.0 � dVe r" Lt4S+' "fU41\Jt_ qikod4- S, y s6"'To 3, 1 PLANTING PIT Y SHALL BE A ROOTBALL MIN. OF TWICE DePTrt THE KOOTBAL G" MIN. DEPTH 5HRUD PLANTIN( (CONT., B �- B) 0 TREE TIES, TWO 2X2 WOOD STAKES ARRANGED PARALLEL TO CURB OR WALKWAY LIMITS Of TREE PIT NOTE: I N5TALL TREE 5TM ' IMPORTANT. REM( TREE 5TAK1 � w IJ_ W z - O N THIS PLAN 15 A CONCEPTUAL DR/ AND DUE TO EX15TING 51TE CONDITIONS, FIELD ,ADJUSTMENTS MAY BE NECESSARY ALL NATURAL PRODUCT5 AND /OR PLANT MATEI<,IAL MAY VARY IN 51ZE AND 5HAPE. 3. X.x Refuse Containers and Trash Enclosures U C Yes oo S � 00 r- a, o a, � o M O z0 N o 0 Cn C) V, x M M Trash enclosures shall be designed and sited to reduce the visual and audile impact on the development and the surrounding commercial and residents I zones. Service areas shall be located at the back of buildings or lot when practical and shall take into account the character of the neighborhood. Industrial zoned developments with enclosures located greater then 100 feet from residential zoned property are exempt from design standards, but shall be fenced and meet., `izing and height requirements of Table 3.x 3. X.x Design Standards All Trash Enclosures shall incorporate the architectural features of the primary structures and landscaping to minimize visual impacts of the Enclosure. Trash Enclosures shall meet the height requirements of Table3.x and be constructed of CMU, Wood or architectural steel. Gates shall be of simila durable materials and be capable of being secured when shut and at an an le of 135 degrees when open. Enclosure wall shall sit on a minimum 6 inch co crete slab. The slab shall be graded to prevent liquids from entering the City St p Sewer system or on site storm water. The slab shall extend four feet beyond the gate(s). Landscaping shall consist of shrub trees of the Thug Occidentalis Pyrami al variety (or equal) stand 3 to 5 feet tall with spacing at 2.5 feet on center. , -ype I or 11 landscaping ground cover as required on adjacent site boundaries sh 11 continue around the enclosure. Table 3.X.x. Table 3.X.x shall be used to calculate the sizing, wall height and quantity:f Trash enclosures. The location of this enclosure shall be submitted to Pacific Disposal for review and approval. Site design shall allow a 50 foot in front of the enclosure t' maneuver their trucks. Currently the pick up is rear load. For future service design enough overhead clearance for front load trucks. Pacific Disposal may be reached at: Pacific Disposal 2910 Hogum Bay Road Olympia, WA 98516 (360) 923-0111 NORTH CD .. 0 5' 10' 20' 30' LU ED d Z zzCO - rn SCALE: 1 " = 101-011 W w _IAN 9 ? O 1 I) C o/ U Q O Ca d d d w /U� d MULCH a d e WATERING BASIN BERM It E., FERTILIZER TABLETS, " _ x 2 -G" DEPTH �) PEEL BURLAP BACK FROM TOP HALF OF 'T ROOT BALL AFTER ROOTBALL PLACING SHRUB IN uIAM�TeR PLANTING HOLE G° 6„ (REMOVE COMPLETELY MIN. MiN. IF FIBERGLASS OR TREATED). AN iNG 'I BACKFILL SOIL MIX THIS PLAN 15 A CONCEPTUAL DR/ AND DUE TO EX15TING 51TE CONDITIONS, FIELD ,ADJUSTMENTS MAY BE NECESSARY ALL NATURAL PRODUCT5 AND /OR PLANT MATEI<,IAL MAY VARY IN 51ZE AND 5HAPE. 3. X.x Refuse Containers and Trash Enclosures U C Yes oo S � 00 r- a, o a, � o M O z0 N o 0 Cn C) V, x M M Trash enclosures shall be designed and sited to reduce the visual and audile impact on the development and the surrounding commercial and residents I zones. Service areas shall be located at the back of buildings or lot when practical and shall take into account the character of the neighborhood. Industrial zoned developments with enclosures located greater then 100 feet from residential zoned property are exempt from design standards, but shall be fenced and meet., `izing and height requirements of Table 3.x 3. X.x Design Standards All Trash Enclosures shall incorporate the architectural features of the primary structures and landscaping to minimize visual impacts of the Enclosure. Trash Enclosures shall meet the height requirements of Table3.x and be constructed of CMU, Wood or architectural steel. Gates shall be of simila durable materials and be capable of being secured when shut and at an an le of 135 degrees when open. Enclosure wall shall sit on a minimum 6 inch co crete slab. The slab shall be graded to prevent liquids from entering the City St p Sewer system or on site storm water. The slab shall extend four feet beyond the gate(s). Landscaping shall consist of shrub trees of the Thug Occidentalis Pyrami al variety (or equal) stand 3 to 5 feet tall with spacing at 2.5 feet on center. , -ype I or 11 landscaping ground cover as required on adjacent site boundaries sh 11 continue around the enclosure. Table 3.X.x. Table 3.X.x shall be used to calculate the sizing, wall height and quantity:f Trash enclosures. The location of this enclosure shall be submitted to Pacific Disposal for review and approval. Site design shall allow a 50 foot in front of the enclosure t' maneuver their trucks. Currently the pick up is rear load. For future service design enough overhead clearance for front load trucks. Pacific Disposal may be reached at: Pacific Disposal 2910 Hogum Bay Road Olympia, WA 98516 (360) 923-0111 NORTH CD .. 0 5' 10' 20' 30' LU ED d Z zzCO - rn SCALE: 1 " = 101-011 W w _IAN 9 ? O 1 I) C o/ \. Sib ,\ ✓ \ \ ZOO s O 0 0 \ \ OOO W- 3 R- S o R O -g 2- Nandina \ \ > . - o o �. 0, �N,, m; _ Laurel / _ 3- Weeping Alaska / Cedar / / 9- Variegated Jai 23- Crimson / Pigmy Barberry -9 0- David's Viburnum 4 1 G- Kinnikinnlck 8 ©© © G 1 \-1 0- Variegated Japanese Sedge —8- Otto Luyken Laurel +� I %3- Weeping Alaska A Cedar .8 O� lO 3- Crimson Pigmy Barberry \'-I G- Emerald Green Arborvitae Refuse /Fence, see Architectural Plans > G- Variegated > Japanese Sedge 0 Ok� �w 9- Kinnikinnick 5- David's Viburnum LANDSCAPE NOTES: I . Contractor is 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.D15tribute 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.All plants shall conform to the latest edition of the American Standard for Nursery Stock. 7.All trees within 5ft of any paved area shall receive 18" depth root barrier for a total length of 7' beyond trunk ( 14' total on each applicable side). 8.13ackfill mix for plants shall be a blend of 1/3 existing site soil, 1/3 coarse sand, and 1/3 fine compost. 9.Apply Osmocote 18 -G -1 2, 9 month slow release fertilizer over the surface of all plant pits at the following rates: Trees: I cup All shrubs (except I gal): I/2 cup I Gallon plants: �/4 cup Ground Covers: �/4 cup 10. All shrub and ground cover beds shall receive a 2"-3` depth (7 CY per 1 000 5F) of "Fine Grind" hem /fir bark mulch as top dressing. I I . All plants shall be guaranteed for one full year from date of project acceptance. Contractor shall not be responsible for plants dying due to Owner neglect, unusual weather or vandalism. W LU U Q O d U CONTINUOUS OUTER ROW OF e+ e MULCH AREA FOR SPACING PLANTS SPACED "X" ON CENTER ADJUSTMENT AND SET BACK FROM THE g' d e , /-- WATERING BASIN BERM PLANTING BED EDGE 2/3 "X" + 2/3 "X" PLANTING PIT = 7 ° k• SHALL BE A RooTBALI '� + FERTILIZER TABLETS, + + EDGE OF PLANTING BED MIN. OF TWICE DEPTH 2 " -G" DEPTH �' � �' THE ROOTBAL G" MIN. PEEL BURLAP BACK +� - .; + DEPTH- FROM TOP HALF OF "' �� ROOT BALL AFTER + + + + + + + + l� "00Te�L ( PLACING SHRUB IN V +— + —+ '� � DIAMETER PLANTING HOLE +% �i-7 \ +% \+7 +�� + 6„ 6„ (REMOVE COMPLETELY IF FIBERGLA55 OR 4 1 2/3 "X„ MIN. Mw. TREATED). TRIANGULAR SPACING WITHIN PLANTING BED "LAN] PI BACKFILL SOIL MIX SHALL BE A SPECIFIED PLANT SPACING = "X" MINIMUM OF TWICE THE ROOT - INDIVIDUAL PLANTS REPRESENTED AS: -I- BALL DEPTH PLANT SPACING DETAIL SHRUB PLANTiNG DETAIL NT5 (CONT., B * B) NT5 C- 9_ morn +`r1 E An 5 JfLJ-1A9T -ItiJG- 5HR,vA35 Aub -T-NC- L -I1-e,C eUE>2 SILL 5Cwf P_, 1:S A) C) i RL & c:NDC-�s/ 13NT PROP LRX;' o1-JNL� C) TH G 516 � SE 1-) c 9- - 5 R-.0 i e L L I B L' W) 4,-L- O LA R I E D , A It3 a ,,kT JL4 _ W L L./3 %�?� i l ./1 v L T V L C: 5 0{- SpRv435 FLAi-�TCD U- )ITH(A) a' D1= Stg -OLCl�- L),vC� L-iHI cN ► HZ. PLANTING PLAN SCALE: I " = 10' -0" THIS PLAN IS A CONCEPTUAL DRAWING AND DUE TO EXISTING SITE CONDITIONS, FIELD ADJUSTMENTS MAY BE NECESSARY ALL NJATURAL PRODUCTS AND /OR PLANT MATE =RIAL MAY VARY IN SIZE AND SHAPE. ffor Permit SCALE: I " = 10'-011 JAN 0 " 2.015 U C � O1� P� L Yes $ C__ ° ° o � M O N V W O N L'� M M J CD C m S V O Z Z O S O G� CL m C) Ln V � v O Q Q (� V J M �` J E Ln E TREE TIES. Q 0 2" MULCH IN BASIN TWO 2X2 WOOD STAKES 2' -0" 2' -0" 3" WATER RETENTION ARRANGED PARALLEL z BASIN (IN SHRUB AND GROUNDCOVER AREAS TO CURB OR WALKWAY 6" 6" ONLY) O ROOT BALL ` .f FERTILIZER TABLETS ch DEPTH REMOVE BURLAP FROM H : ' �' f r - TOP 2/3 OF ROOT BALL.r a BACKFILL SOIL MIX A NOTE: REMOVE TREATED LIMITS OF TREE PIT � H r F+r t g r� x ��' J� °' � N MIN. DEPTH 8" KOOTBALL 8' OR SYNTHETIC BURLAP : , �, -�,� �.� ��'- INTO UNDISTURBED INTO UNDE MIN WIDTH MI COMPLETELY. FERTILIZE AT TIME OF NOTE: PLANTING PIT- PLANTING. INSTALL TREE 5TAKE5 ONLY A5 NEEDED. SHALL BE A MINIMUM THE ROOTBALL OF TWICE WIDTH. IMPORTANT. REMOVE TREE 5TAKE5 AFTER ONE YEAR. TREE PLANTING DETAIL TREE STAKING DETAIL NT5 NT5 C- 9_ morn +`r1 E An 5 JfLJ-1A9T -ItiJG- 5HR,vA35 Aub -T-NC- L -I1-e,C eUE>2 SILL 5Cwf P_, 1:S A) C) i RL & c:NDC-�s/ 13NT PROP LRX;' o1-JNL� C) TH G 516 � SE 1-) c 9- - 5 R-.0 i e L L I B L' W) 4,-L- O LA R I E D , A It3 a ,,kT JL4 _ W L L./3 %�?� i l ./1 v L T V L C: 5 0{- SpRv435 FLAi-�TCD U- )ITH(A) a' D1= Stg -OLCl�- L),vC� L-iHI cN ► HZ. PLANTING PLAN SCALE: I " = 10' -0" THIS PLAN IS A CONCEPTUAL DRAWING AND DUE TO EXISTING SITE CONDITIONS, FIELD ADJUSTMENTS MAY BE NECESSARY ALL NJATURAL PRODUCTS AND /OR PLANT MATE =RIAL MAY VARY IN SIZE AND SHAPE. ffor Permit SCALE: I " = 10'-011 JAN 0 " 2.015 U C � O1� P� L Yes $ C__ ° ° o � M O N V W O N L'� M M J W O LO Q O O o IS) (S) CID L L CD C m S V O Z Z O S O G� CL m C) Ln V � v O Q Q (� V J M �` J E Ln E Q W O LO Q O O o IS) (S) CID L L CD C m z O Z Z � W G� CL > It I F \ O<Y ,\ rd zo0 I " Laterial Line to Zone 2 Zone 2 o. Drip Irrigation in / _ Drip Irrigation in F / GL� - Shrub Beds / I Shrub Beds o„�.t, / - / / DriI2 Irri ation in X ' Shrub Beds (� -- / Coordinate controller 2" Sleeves Typ. Zone I location w/ electrician and General Contractor, / electrician to provide 7 outlet at controller. +, r . r I ;> e. / - o a -Refuse /Fence, see Architectural Plans o/ orb - I " Laterial Lurie to Zone 2 P.O.C. @ 5/8" Irriglation meter (installed by city). Contractor to verify, location and static pressure. IRRIGATION PLAN SCALE: I " = 10'-011 NOTES: 7 [GE KEY HANDLE TO CLEAR TOP OF BOX BY 2" MINIMUM. 2. THREADED ONE END NIPPLE * SOLVENT JOINT NIPPLES TO BL 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" 'n SURROUNDING FINISHEI IfIN15H GRADE Pvr c,r" nn ci i _ WASHED PEA GRAVEL (3" MIN. DEPTH) #4 REBAR W/ 5.5. CLAMPS ( 1" PVC NIPPLE - LENGTH AS NECESSARY TO ACCOMODATE 45' ANGLE (SOLVENT JOINT) MAINLINE PIPE 10 "0 VALVE BOX y"1 iY 3' MIN, �JALVE BOX COVER TOP OF MULCH J LANDSCAPE DRIP EMITTERS 1.0i & 2.0 GPH «0s 0 -; G" DIA. CLASS 200 SLEEVE 0 '` I " U.S. THREADED si gyO'1 ONE END PVC NIPPLE XFD -09 -12 -500 (MIPT) AS RISER CUT OPENING IN 51DE TO ►t FEBCO 850 ACCOMODATE NIPPLE FROM 8 RAINBIRD MAINLINE (MIN. I' GAP) f Zone 2 CONTROL ZONE KIT: !; is — 3/4" QUICK COUPLER VALVE D ./ V (I ) r ^� i (INCLUDES BALL VALVE, I OOPESB VALVE, MANUAL DRAIN VALVE 1" COMMERCIAL DRIP KIT VALVE O © �• (/1 ESPBLXME ' P5I -M40X -100 PRESSURE REGULATOR.) © O * QUO PVC LATERAL ILXMMPED I PEDESTAL ENCLOSURE FOR CONTROLLER >- �O PRESSURE MAINLINE, SCH. 40 PVC PIPE, "X4" SCH. 80 - - PVC SCH 40 MALE ADAPTER NIPPLE PVC SCH 80 UNION FOR ±3 GF DRAIN SERVICING ASSEMBLY ROCK SUMP PVC 5CH 80 NIPPLE, CLOSE BRICK I OF 4) NOT SHOWN { 3 -INCH MINIMUM DEPTH OF PVC SCH 40 TEE OR ELL 3/4 -INCH WASHED GRAVEL >_ (n " COMMERCIAL CONTROL ZONE KIT W/ BASKET FILTER , CD L EXISTING �- ASPHALT , 2" Sleeves TYp o�`:'` !r/ L L I Zone 2 Drip Irrig� y Shrub Be, Zone 2`. ` Drip Irrigation in Shrub Beds �7 v� \ O<Y ,\ rd zo0 I " Laterial Line to Zone 2 Zone 2 o. Drip Irrigation in / _ Drip Irrigation in F / GL� - Shrub Beds / I Shrub Beds o„�.t, / - / / DriI2 Irri ation in X ' Shrub Beds (� -- / Coordinate controller 2" Sleeves Typ. Zone I location w/ electrician and General Contractor, / electrician to provide 7 outlet at controller. +, r . r I ;> e. / - o a -Refuse /Fence, see Architectural Plans o/ orb - I " Laterial Lurie to Zone 2 P.O.C. @ 5/8" Irriglation meter (installed by city). Contractor to verify, location and static pressure. IRRIGATION PLAN SCALE: I " = 10'-011 NOTES: 7 [GE KEY HANDLE TO CLEAR TOP OF BOX BY 2" MINIMUM. 2. THREADED ONE END NIPPLE * SOLVENT JOINT NIPPLES TO BL 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" 'n SURROUNDING FINISHEI IfIN15H GRADE Pvr c,r" nn ci i _ WASHED PEA GRAVEL (3" MIN. DEPTH) #4 REBAR W/ 5.5. CLAMPS ( 1" PVC NIPPLE - LENGTH AS NECESSARY TO ACCOMODATE 45' ANGLE (SOLVENT JOINT) MAINLINE PIPE 10 "0 VALVE BOX y"1 iY 3' MIN, �JALVE BOX COVER TOP OF MULCH J LANDSCAPE DRIP EMITTERS 1.0i & 2.0 GPH «0s 0 -; G" DIA. CLASS 200 SLEEVE 0 '` I " U.S. THREADED si gyO'1 ONE END PVC NIPPLE XFD -09 -12 -500 (MIPT) AS RISER I "'LASCO' OR EQUAL PRE- FABRICATED SWING JOINT (SCHEDULE 80) INSTALL WITH USE SECOND MALE ADAPTER (FROM SWING 30 -45° ANGLE JOINT KIT) AND SOLVENT JOINT PVC NIPPLE INTO SOLVENT JOINT SUPPLY LINE OUTLET TEE OR ELL QUICK COUPLER NTS X -XCZ- 100 -B -COM NTS IRRIGATION SHEET NOTES: I . This plan is diagrammatic; all piping, valves, etc. shall be installed in shrub beds where p0551ble and shall follow the plan as close as is practical. 2. Contractor is responsible for meeting all local codes and ordinances. 3. Locate all mainline within the project limits. 4. Provide drip irrigation for all shrub bed areas. Drip irrigation shall work for a minimum of three years for plant establishment. 5. Refer to details for additional information. G. All piping and wiring under paved areas shall be housed in class 200 PVC sleeves installed at a 24" derpth. Size sleeves as needed to accommodate pipe and wires, unless otherwise specified on drawing. 7. Contractor Shall make field adjustments as needed to obtain full coverage. 8. All manual, gate and electrical valves and other underground equipment shall be housed in Nelson, Ametek or equal rectangular valve boxes. 9. No in -line wire Splices allowed. Supply valve boxes at all electrical junctions. Tape and bundle wires every 25 linear feet. 10. Contractor 15 responsible for complete system drainage. Install manual drains at all mainline low points and where indicated on plan. Contractor shall provide adjustable check valves on any irrigation head that ex�geriences low head drainage. 1 1 . All threaded pipe connections shall be made using Teflon tape wrapped at least three times arouncll pipe threads. 12. All gate and electric valves shall be installed with unions on the downstream end of the valve (Refer' to details). 13. All trenches containing pipe and /or wires shall be backfilled with clean topsoil, free of all lumber, rubbish and rocks over I " in Size, or clean sand if clean topsoil 15 not available. 14. Contractor shall provide owner with one set of as -built record drawings showing exact actual locations of all sprinkler equipment. Contractor shall orient owner with complete system and controller operations, and winterization procedures. 15. Contractor shall supply and install all equipment shown on the plans and indicated in the 5peaf1catic)n5 to achieve proper operation of said equipment. All equipment installations, electrical and plumbing connectiions shall be in conformance with all applicable codes and ordinances, these specifications, and the manufacturers recommendations whether indicated on the drawing or not. I G. Contractor Shall guarantee in writing on his company letterhead all materials and workmanship for a period of one full year following acceptance of system installation. 17. Backflow preventer shall be inspected and tested by a certified backflow device inspector. Provide Owner with one copy of approval certificate. 18. Any irrigation lines placed within tree protection zones established for the project must be installed in such a manner as to not cause damage to the root protection zone, such as by cutting roots, digging trenches, operation of machinery, etc. Special care must be taken (hand digging trenches, designing lines to stay out of these areas where possible, etc.) to ensure damage to the trees does not occur. 19. All trees, plant materials and landscaped areas shall receive sufficient water to be kept in a healthy and growing manner. IRRIGATION LEGEND (To Be Determined) _ SYMBOL MFR. CATALOG NO. DESCRIPTION DTL. NOT SHOWN 3' MIN, �JALVE BOX COVER TOP OF MULCH XB -10PC LANDSCAPE DRIP EMITTERS 1.0i & 2.0 GPH ID TAG G" DIA. CLASS 200 SLEEVE FINISH GRADE (LENGTH AS REQV.) RAINBIRD XFD -09 -12 -500 XFD Dri line CUT OPENING IN 51DE TO ►t FEBCO 850 ACCOMODATE NIPPLE FROM 8 RAINBIRD MAINLINE (MIN. I' GAP) f O CONTROL ZONE KIT: !; is — 3/4" QUICK COUPLER VALVE D RAINBIRD RAIN BIRD XCZ- 100 -B -COM (I ) r ^� s (INCLUDES BALL VALVE, I OOPESB VALVE, MANUAL DRAIN VALVE 1" COMMERCIAL DRIP KIT VALVE O © QKCHK 100 BASKET FILTER AND ESPBLXME 8 STATION CONTROLLER P5I -M40X -100 PRESSURE REGULATOR.) © O * QUO PVC LATERAL ILXMMPED I PEDESTAL ENCLOSURE FOR CONTROLLER >- �O PRESSURE MAINLINE, SCH. 40 PVC PIPE, "X4" SCH. 80 - - PVC SCH 40 MALE ADAPTER NIPPLE PVC SCH 80 UNION FOR ±3 GF DRAIN SERVICING ASSEMBLY ROCK SUMP PVC 5CH 80 NIPPLE, CLOSE BRICK I OF 4) NOT SHOWN { 3 -INCH MINIMUM DEPTH OF PVC SCH 40 TEE OR ELL 3/4 -INCH WASHED GRAVEL >_ PVC MAINLINE " COMMERCIAL CONTROL ZONE KIT W/ BASKET FILTER X -XCZ- 100 -B -COM NTS IRRIGATION SHEET NOTES: I . This plan is diagrammatic; all piping, valves, etc. shall be installed in shrub beds where p0551ble and shall follow the plan as close as is practical. 2. Contractor is responsible for meeting all local codes and ordinances. 3. Locate all mainline within the project limits. 4. Provide drip irrigation for all shrub bed areas. Drip irrigation shall work for a minimum of three years for plant establishment. 5. Refer to details for additional information. G. All piping and wiring under paved areas shall be housed in class 200 PVC sleeves installed at a 24" derpth. Size sleeves as needed to accommodate pipe and wires, unless otherwise specified on drawing. 7. Contractor Shall make field adjustments as needed to obtain full coverage. 8. All manual, gate and electrical valves and other underground equipment shall be housed in Nelson, Ametek or equal rectangular valve boxes. 9. No in -line wire Splices allowed. Supply valve boxes at all electrical junctions. Tape and bundle wires every 25 linear feet. 10. Contractor 15 responsible for complete system drainage. Install manual drains at all mainline low points and where indicated on plan. Contractor shall provide adjustable check valves on any irrigation head that ex�geriences low head drainage. 1 1 . All threaded pipe connections shall be made using Teflon tape wrapped at least three times arouncll pipe threads. 12. All gate and electric valves shall be installed with unions on the downstream end of the valve (Refer' to details). 13. All trenches containing pipe and /or wires shall be backfilled with clean topsoil, free of all lumber, rubbish and rocks over I " in Size, or clean sand if clean topsoil 15 not available. 14. Contractor shall provide owner with one set of as -built record drawings showing exact actual locations of all sprinkler equipment. Contractor shall orient owner with complete system and controller operations, and winterization procedures. 15. Contractor shall supply and install all equipment shown on the plans and indicated in the 5peaf1catic)n5 to achieve proper operation of said equipment. All equipment installations, electrical and plumbing connectiions shall be in conformance with all applicable codes and ordinances, these specifications, and the manufacturers recommendations whether indicated on the drawing or not. I G. Contractor Shall guarantee in writing on his company letterhead all materials and workmanship for a period of one full year following acceptance of system installation. 17. Backflow preventer shall be inspected and tested by a certified backflow device inspector. Provide Owner with one copy of approval certificate. 18. Any irrigation lines placed within tree protection zones established for the project must be installed in such a manner as to not cause damage to the root protection zone, such as by cutting roots, digging trenches, operation of machinery, etc. Special care must be taken (hand digging trenches, designing lines to stay out of these areas where possible, etc.) to ensure damage to the trees does not occur. 19. All trees, plant materials and landscaped areas shall receive sufficient water to be kept in a healthy and growing manner. IRRIGATION LEGEND (To Be Determined) _ SYMBOL MFR. CATALOG NO. DESCRIPTION DTL. NOT SHOWN RAINBIRD XB -10PC LANDSCAPE DRIP EMITTERS 1.0i & 2.0 GPH 9.0 1 " XB -20PC NOT SHOWN RAINBIRD XFD -09 -12 -500 XFD Dri line �lJ ►t FEBCO 850 DOUBLE CHECK VALVE BACKFLOW PREVENTOR 8 RAINBIRD GB —R series BRASS BALL VALVE — MATCH LINE SIZE O RAINBIRD — 3/4" QUICK COUPLER VALVE D RAINBIRD — ANGLE VALVE FOR MANUAL DRAIN r ^� s RAINBIRD XCZ- 100 —B —COM 1" COMMERCIAL DRIP KIT VALVE O © RAINBIRD ESPBLXME 8 STATION CONTROLLER © RAINBIRD ILXMMPED I PEDESTAL ENCLOSURE FOR CONTROLLER >- — —�, PRESSURE MAINLINE, SCH. 40 PVC PIPE, INSTALL @ 18 DEPTH 24 UINDER PAVED AREAS LATERAL LINES, CLASS 200 PVC PIPE, INSTALL @ 12" DEPTH 24" UNDER PAVED AREAS N r - - - - -� 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 " VALVE BOXES (TYPICAL) NOTES: 12" I . CENTER VALVE BOX OVER VALVE 1324 TO FACILITATE REMOVAL AND SERVICING. 6 12" 1419 2 1 419 EDGE OF PLANTING 2. SET BOXES PARALLEL TO EACH OTHER 910 BED AND PERPENDICULAR TO EDGE. OR LAWN AREA 3. AVOID OVER COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. EDGE OF PAVING OR GRAVEL AREA MANUAL DRAIN VALVE VALVE BOX INSTALLATION NTS 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 1 "XG" SCH. 80 I FEBCO MODEL 850 NIPPLE Double Check Valve Assembly MAINLINE TEE - G" MIN. L CLEARANCE J WELL COMPACTED > -7- 5UBGRADE PVC MAINLINE PEA GRAVEL (INSTALL MIN. 2 CU. FT. BELOW BACKFLOW PREVENTOR) NTS DOUBLE CHECK VALVE NT5 z Z N o� LATERAL LINE PIPING EASY FIT COMPRESSION FITTINGS: COUPLING - RAIN BIRD MDCFCOUP FLUSH CAP - RAIN BIRD MDCFCAP r COMPRESSION ADAPTER: RAIN BIRD G00 -CF- I NOTE: WHEN GLUING THE G00 -CF- I ADAPTER INTO THE PVC TEE, USE AN AB5 TO PVC BONDING SOLVENT PE DRIPLINE TUBING: D LANDSCAPE DRIPLINE ABLE - XFD -09 -1 2 -500 SPACE 2' -G" APART AIR/VACUUM RELIEF VALVE: RAIN BIRD AR VALVE KIT (INSTALL AT HIGH POINT IN LANDSCAPE SYSTEM) CONTROL ZONE KIT: RAI N BI RD XCZ- 100 -B -COM \ MAINLINE PIPE SUPPLY HEADER PVC LATERAL LINE WITH COMPRESSION FITTINGS: RAIN BIRD G00 -CF- I XF SERIES DRIPLINE 10" DIA. VALVE BOX SET FLUSH W/ GRADE U-1 Z = z L PVC SCH. 40 MAINLINE W/ MIPT ADAPTERS NTS FINISH GRADE LINE SIZED [ GATE VALVE j 12" DEPTH OF PEA GRAVEL t� ODIA. PVC PIPE- 12 "LONG; �G UTILIZE AMETEK 20" DEEP l i i W ROADWAY BOX BOTTOM If I.' MAINLINE DEPTH 15 24" WELL COMPACTED SUBGRADE GATE VALVE NTS O1 FIELD SATELLITE CONTROLLER: RAIN BIRD ESPBLXME O2 CONCRETE PAD: 6 —INCH MINIMUM THICKNESS O FINISH GRADE IRES TO REMOTE CONTROL VALVES —INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL —INCH PVC SCH 40 CONDUIT FITTINGS AND SWEEP ELL fO POWER SUPPLY LXMMPED STAIN LESS STEEL PEDESTAL CONTROLLER DETAIL -FINISH GRADE TRENCH BACKFILL PER SPECIFICATIONS TRACE WIRE TAPED TO TOP OF ALL LATERALS AND MAINLINE @ I O' O.0 CONTROL WIRE TAPED TO BOTTOM OF MAINLINE @ 10' O.C. `- MAINLINE PIPING TRENCH DETAIL NTS TH 15 PLAN 15 A CONCEPTUAL DRAWING AND DUE TO EXISTING 51TE CONDITIONS, FIELD ADJUSTMENTS MAY 5E NECE55ARY. ALL NATURAL PRODUCTS AND /OR PLANT MATERIAL MAY VARY IN 51ZE AND SHAPE. for Permit NTS NORTH 0 5' 10' 20' 30' SCALE: I " = I G -0" W LL_ _ Q cV Q�-4 O E� U w � �Q aZ U C fa Yz6 Ld C35 v 6 Ln C rn o M � o 0 • z~ 0 7-J rn L � -It L A F+I O 75 �z - 1 a M CD W O Ln O N — �lJ O Q p O O E V !, O Q Q r ^� M O � CL z >- E N >_ W O Ln � N — Q p O O � N Ln >_ CD L L L I 11 11 11 1 1 1