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20140275 Signed Civil Plans 07302015 (Easthaven Villa)\ EiASI'FlAVIF.IN VILLA fifilEF41CIR"llf SECTION 24, I:Ap TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. IE jlElq31ilBlclFzlilcllcicl lie W s� U 1rr- "YELM" WASHINGTON En 7r7�� V V W a a "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIGS a ABBREVIATIONS SYMBOLS PROJECT SPECIFICATIONS CONTRACTOR RECORD DRAWINGS VICINITY MAP AC ASPHALT CONCRETE PI POINT OF INTERSECTION EXISTING PROPOSED THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN RB ENGINEERING IS REQUIRED BY THE CITY TO PROVIDE N.T.S. r BCP BEGIN CURB RETURN PL PROPERTY LINE � O � N ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD RECORD DRAWING CERTIFICATION [PRIOR TO FINAL CITY BM BENCH MARK POB POINT OF BEGINNING °BO • BRIDGE AND MUNICIPAL CONSTRUCTION, MOST CURRENT ACCEPTANCE. RB ENGINEERING WIL -L NOT CERTIFY RECORD w SITE � r' BVC BEGIN VERTICAL CURVE POC POINT OF CONNECTION BLOWOFF ASSEMBLY VERSION OF WASHINGTON STATE DEPARTMENT OF DRAWINGS UNLESS WE HAVE INSPFECTED ACTUAL INSTALLATION � CB CATCH BASIN PRC POINT OF REVERSE N K TRANSPORTATION (WSDOT) (HEREAFTER STANDARD OF THE PAVING, WATER, SEWER, AND STORM FACILITIES PRIOR � CIP CAST IRON PIPE r m CURVATURE M W z o W FIRE HYDRANT SPECIFICATIONS "). TO BACKFILLING. -z o a Q U CL CENTERLINE PT POINT OF TANGENCY 3 co OD 0 o ° T- CMP CORRUGATED METAL PIPE PVC POLY —VINYL CHLORIDE °W° ►� GATE VALVE ALSO INCORPORATED INTO THESE CONTRACT DOCUMENTS BY CONTRACTOR SHALL MAINTAIN ONIE SET OF THE CONTRACT Y �o co > CO CLEANOUT W W R RADIUS aW °'y REFERENCE ARE: DRAWINGS THAT SHALL INCLUDE, CLEARLY AND LEGIBLY cn �S,po CATV CABLE TELEVISION �0 RCP REINFORCED CONCRETE AIR RELIEF VALVE U MARKED, ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND S elf 0 DEGREE DIAMETER R/W PIPE RIGHT OF WAY ► REDUCER A) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR UTILITIES ENCOUNTERED DURING PROGRESS OF THIS PROJECT, J�� s7 �� sF DIP DUCTILE IRON PIPE RD ROOF DRAIN STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, WITH AND ANY ALTERATIONS MADE TO THE IMPROVEMENTS BEING "RECORD o EE ELECTRICAL J SS SANITARY SEWER THRUST BLOCKING U WSDOT MODIFICATIONS, IF ANY; INSTALLED. SAID DRAWINGS SHALL BE MARKED -FED ECR END CURB RETURN SD STORM SEWER B) CITY DEVELOPMENT GUIDELINES AND PUBLIC WORKS DRAWING" AND SHALL BE SUBMIT TO THE ENGINEER UPON SIpNAL E� EL ELEVATION STA STATION ow � WATER METER BOX STANDARDS CURRENT EDITION; PROJECT COMPLETION. Q� Z EVC END VERTICAL CURVE STEP SEPTIC TANK EFFLUENT 'm Z C) THE INTERNATIONAL BUILDING CODE (IBC), CURRENT EX EXISTING PUMP MAIN O WELL EDITION. A x � �5 J 5 c a FF FINISH FLOOR DTL. STANDARD DETAIL WELL WELL JOB NUMBER FG FH FINISH GRADE FIRE DRAWING NAME T TELEPHONE 1OF13 GUARD POST (BOLLARD) CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS UTILITIES LOCATE NOTE S dos HYDRANT TB THRUST BLOCK AT CONTRACTOR'S OWN EXPENSE. FL FLOWLINE /FLANGE TC TOP OF CURB ® DOUBLE CHECK VALVE ASSEMBLY THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS FM FORCE MAIN TC TOP OF CONCRETE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, BASED ON INFORMATION OBTAINED FROM THE FIELD AND G GAS TG TOP OF GRATE ] CAP /PLUG MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, FROM RECORDS. RB ENGINEERING ASSUMES NO GM GAS METER TYP. TYPICAL AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN RESPONSIBILITY FOR EXACT LOCATION OF EXISTING UTILITIES I GB GRADE BREAK UGP UNDERGROUND POWER Q m STORM DRAIN CATCH BASIN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO s� Sow HP L HIGH POINT CURVE LENGTH W WM WATER WATER METER CITY AND THE PROJECT OWNER. VERIFY THE EXACT SIZE, DEPTH, AND LOCATION OF EXISTING O OO STORM DRAIN MANHOLE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL � LF LINEAL FEET WV WATER VALVE D THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A FOR UNDERGROUND LOCATE AT 1= 800- 424 -5555 PRIOR TO MH MANHOLE ± APPROXIMATELY o co • CLEANOUT COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL START OF CONSTRUCTION MJ MECHANICAL JOINT % PERCENT OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT N PC POINT OF CURVATURE OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR ® #X SOIL TEST PIT FROM PERFORMING THE OMITTED WORK. LINETYPES O#x INFILTRATION TEST PIT ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING GEOTECHNICAL NOTE PROJECT INFORMATION THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS EXISTING PROPOSED �x•x% SURFACE FLOW DIRECTION SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE A GEOTECHNICAL REPORT WAS PREPARED FOR THIS PROJECT APPLICANT: A CARING PLACE ENGINEER AND INSPECTOR. BY INSIGHT GEOLOGIC, INC. DATED MARCH 25, 2014. IN LIEU OF MARVIN PRATT x "w w WATER MAIN ol SLOPE A REPORT, ALL RETAINING WALL CONSTRUCTION, FOUNDATION, 4110 PACIFIC AVE #200 EARTHWORK, SUB –GRADE PREPARATION, AND PAVING ACTIVITIES FOREST GROVE, OR 97116 x "ss SANITARY SEWER MAIN RIPRAP CONTRACTOR LIABILITY NOTE SHALL COMPLY WITH THE PROJECT GEOTECHNICAL REPORT 503 357 -3793 R03� STANDARD SPECIFICATIONS AND THE IBC. 601 -5449 FAX HAY BALE I sue' STEP MAIN xxx.x CONTRACTOR AGREES THAT S /HE SHALL ASSUME SOLE AND PARCEL NOS: 21724140502, 21724140600; k�885 SPOT ELEVATION COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING FM FM FORCE MAIN THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING DEWATERING SITE ADDRESS: 311 CULLINS ST SE OS SEWER MANHOLE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT YELM, WA 98597 x "sD s� STORM MAIN SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF CO • SEWER CLEANOUT NORMAL WORKING HOURS AND THE CONTRACTOR SHALL THE CONSTRUCTION SITE SHALL BIE DEWATERED AND KEPT ZONING: C -1 RD RD ROOF DRAIN DEFEND, INDEMNIFY AND HOLD RB ENGINEERING HARMLESS FREE OF STANDING WATER AND MUDDY CONDITIONS AS AIR RELEASE VALVE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE x SITE AREA: 5.74 ACRES /3.55 ACRES X SILT FENCING CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND THRUST BLOCKING PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE MAINTAIN ALL DRAINS SUMPS PUMPS AND ALL OTHER GRADING: (3500 CY CUT CLEARING LIMITS NEGLIGENCE OF RB ENGINEERING. EQUIPMENT REQUIRED PROPERLY DEWATER THE SITE AS ±1800 CY FILL REDUCER SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS OF DRAINAGE BASIN BOUNDARY SOIL FINES FROM FOUNDATION AREEAS WILL NOT BE SOILS: SPANAWAY GRAVELY SANDY LOAM C CAP PLUG / GRADING NOTE PERMITTED. • • > SWALE DITCH CENTERLINE / SANITARY SEWER: CITY OF YELM N ❑ PIG PORT CUT AND FILL QUANTITIES IF SHOWN ON THIS SHEET ARE G c GAS LINE ESTIMATED IN PLACE VOLUMES. CONTRACTOR /BIDDERS WATER: CITY OF YELM o STEP METER BOX RESPONSIBILITY TO VERIFY QUANTITIES, ESTIMATE AND APPLY UGP UGP POWER LINE SHRINK /SWELL FACTORS. FIRE DISTRICT: SE THURSTON FIRE AND EM§ CONDUIT ►� GATE VALVE BUILDING SETBACKS: 15' FRONT, 20' REAR, 10' SIDES T T TELEPHONE LINE • • TERMINUS PIG LAUNCH PORT WELL SEPTIC: NO EXISTING WELLS OR SEP r C / ❑� ® JUNCTION BOX STORM DRAINAGE CONSTRUCTION NOTE REMOVAL AND REPLACE�VIENT OF WERE IDENTIFIED WITHIN 2001 OF TV CAN CABLE TV LINE ❑SIG ® TO PROTECT DRAINAGE DETENTION FACILITIES FROM UNSUITABLE MATERIALS THE PROJECT BOUNDARY. SERVICE DISCONNECT SEDIMENTATION THEY SHALL BE CONNECTED TO THE STORM – – – – – – ROADWAY CENTERLINE CONVEYANCE SYSTEM AFTER SITE WORK, ROADS, UTILITIES, WHENEVER EXCAVATING ACTIVITIES ON SITE EXPOSE PEAT, 0 X YARD/ PEDESTRIAN YARD PEDESTRIAN LIGHT EROSION CONTROL MEASURES, AND LANDSCAPING SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION — – – — – – – – — — – – – – – – — RIGHT –OF –WAY LINE ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE FACILITY. MATERIAL SUCH MATERIAL BE REMOVED TO THE CH AERIAL SHALL A 0-0 STREET LIGHT DEPTH DIRECTED BY THE GEOTECHNICAL ENGINEER AND – – – – – – – – EASEMENT LINE BACKFILLED WITH SUITABLE FOUNDATION MATERIAL. ® 0 TRANSFORMER FRONT /BACK OF CURB ❑P © TOPOGRAPHIC NOTE UNSUITABLE MATERIAL SHALL BE [REMOVED FROM THE SITE AND HAULED TO A WASTE SITE OBTAINED BY THE WORK IN CITY RIGHT -OF -WAY EDGE OF GRAVEL SHOULDER POWER VAULT — — — — — — — — — — — EDGE OF GRAVEL SHOULDER TOPOGRAPHIC INFORMATION DEPICTED HEREON WAS PROVIDED CONTRACTOR. THE CONTRACTOR SMALL FURNISH AND PLACE CONTRACTOR TO OBTAIN RIGHT OF WAY PERMIT PRIOR TO NY WORK EDGE OF PAVEMENT -OP POWER POLE BY ANDRESEN SURVEYING. TOPOGRAPHIC INFORMATION WAS SUITABLE MATERIAL MEETING THE REQUIREMENTS OF THE UBC. WITHIN CITY RIGHT OF WAY. ALL WORK WITHIN CITY RIGHT F WAY EDGE OF PAVEMENT NOT FIELD VERIFIED BY RB ENGINEERING. STANDARD SPECIFICATIONS AND THE SHALL ADHERE TO CITY STANDARDS AS OUTLINED IN THE IGHT OF E POLE ANCHOR WAY PERMIT. ------- - - - - -- SAWCUT LINE El TELEPHONE VAULT — — — — — — — — — — — — — TOP /TOE OF SLOPE ❑T GENERAL EROSION CONTROL NOTES ■T TELEPHONE RISER WETLAND BUFFER EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS SURVEY INFORMATION GENERAL NOTES — BUILDING ENVELOPE /SETBACK GAS VALVE ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR OG ID THE INSTALLATION AND MAINTENANCE OF ALL EROSION ABBREVIATED LEGAL DESCRIPTION THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION �` CTIVITIES GB GB GB GB GRADE BREAK GAS METER CONTROL MEASURES. NO SILTATION OF EXISTING OR SECTION 24 TOWNSHIP 17 RANGE '1 E QUARTER SE NE WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILIY PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE BLA028330YL TR B DOCUMENT 3497452; EXC PTN FOR SERVICES TO REMAIN ACCESSIBLE AT ALL TIMES. BUSH /SHRUB SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO KILLION RD PER AFN:3946840. xxx XXX CONTOUR LINE TREE (CONIFER) OFF –SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED ; X Y � � � � � � FENCE CONTRACTOR'S ACTIVITIES SHALL BE HYDROSEEDED. TO THEIR ORIGINAL "PRE – CONSTRUCTION" STATE OR BETTER. (D TREE (DECIDUOUS) STABILIZATION OF ALL EXPOSED AREAS WILL BE REQUIRED VERTICAL DATUM NAVD 88 WITHIN 48 HOURS AFTER REACHING FINISHED GRADE. BENCH MARK IS THURSTON COUNTY CONTROL POINT SHEET INDEX i SIGN 253 ELEV.= 342.56 AREAS OVER 5000 SQUARE FEET TO BE PAVED MUST BE CO.1 CIVIL COVER SHEET BARRICADE PROVIDED WITH A CRUSHED ROCK SUBBASE OR OTHER C1.1 EXISTING TOPOGRAPHY AND UTILITY PLAN APPROVED ARMORING WITHIN A MINIMUM OF SEVEN (7) DAYS BASIS OF BEARING C2.1 HORIZONTAL CONTROL PLAN AND DETAILS AFTER REACHING GRADE. BASIS OF BEARING IS THE SOUTH LINE OF THE NE C3.1 SITE GRADING, DRAINAGE PLAN AND DETAILS OF THE NE C3.2 COMMERCIAL DRIVEWAY PLAN AND PROFILE HYDROSEED OR PROVIDE PLASTIC COVERING OVER ALL C3.3 COATES ROAD EXTENSION PLAN AND PROFILE EXPOSED AREAS IMMEDIATELY AFTER CONSTRUCTION. C3.4 COATES ROAD STREET LIGHT DESIGN AND PAVEMNT MARKING PLAN C4.1 SEWER AND DRY UTILITY PLAN C4.2 COATES ROAD WATER EXTENSION PLAN AND PRO PILE C4.3 COATES ROAD WATER EXTENSION PLAN AND PROILE C4.4 WATER NOTES AND DETAILS 0" 4.5 STEP SEWER NOTES AND DETAILS C5.1 T.E.S.C. PLAN AND DETAILS PRO V OR CONSTRUCTION BY: ___ __ DATE: DIRE OF PU WORKS APPROVAL EXPIRES: 30 W s� U 1rr- En 7r7�� V V W a a r r � O � N O z r' N c� Z Z o N C) N 0 It z } m r m M W z o W W � = Q U 3 co OD 0 o ° T- M Wp N~ it ~j0 J m I LLI > ?MO W W w 0 aW °'y oM F=-Q O �0 WU U W 2 co w V J U SIpNAL E� LLJ W;g Q� Z 'm Z W CD Z W W Z BB c 3 Z W A x � J 5 c a U JOB NUMBER 14006 DRAWING NAME 14006_CVR Co.1 1OF13 EXISTING 1 rO WATER EXISTING 12 "0 FORCE i A SEC 24, TWP 17 N. RGE 1 E, W.M. oor i i SCALE: 1 " =40 FEET 0 20 40 80 VERTICAL DATUM NGVD '29 EXISTING 8 "0 WATER MAIN EXISTING CHAIN LINK FENCE TO BE RELOCATED �� EXISTING FIRE HYDRANT EXISTING POWER TRANSFORMER AND TELEPHONE PEDES AL co SWD EXISTING, FIRE HYDRANT i EXISTING 6'0 WATER MAIN- EXISTING UNDERGROUND SHED POWER FOR PARKING j LOT LIGHTING. f � EXISTING STORM CATCH BASINS 1 AND STORM PIPING TO EXISTING POND EXISTING DETENTION GALLERY AND OIL/WATER SEPARATOR "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" BY: DIRECTO OF Pt APMVAL CONSTRUCTION 7 0 Fm 5 W W CL W a r r � � N tD I� O Z —1 N Z N N II m y: m W m Z c� p W 0 0 20 C) w0 �w N� *o� ~ J 0 >0 Q W >(!) ZE W Z Q QW haw �a �W o W �0 u' U Z a Z Q a 0 a. 0 H z w all _ w� Sj�NAL ECG LLJ cn N 99 = em Z ■� D W Z W W Z J JOB NUMBER 14006 DRAWING NAME 14006—SITE c1.1 2OF13 6 1 2" FACE OF CURB INSTALL HANDICAPPED SIGN. 1/2' R. 1" R. SEE DETAIL ON THIS SHEET. INSTALL TYPE 2 RAMP PER TOP OF 00 DETAIL ON THIS SHEET. D =I ROADWAY 4 t D P, O• 45' • WADE WHITE D E5TAINT LINE (TYP.) rZ2' BARRIER CURB 2' PAINT N.T.S INTERNATIONAL 9' 8' T9' (TYPJ WHITE r HANDICAPPED STALL DETAIL f --- 6' ---I N.T.S O2. 4" TRIPE SOLID PAM STRIPE (TYP) ) ~~ N 3 O INSTALL MUTCD SIGN R7 -8 IN 2 FRONT OF HANDICAPPED STALL 5.0' O2 POST REQUIRED IN LANDSCAPE AREAS. ADHERE SIGN ONLY TO SIDING WHEN BUILDING BORDERS SIDEWALK. .25' �////\\��p�� 1.25' La PR/\/WW'OLL 4. 9' O INSTALL VAN ACCESSIBLE (R7 -8P) 1 ' 0 0 0.5' PLAQUE BELOW SIGN AT VAN ACCESSIBLE STALL WITH ACCESS ISLE IC . P "� ODE OF WHEEL STOP /PARKING STALL ACCESSIBIUTY SIGN INSTALLATION DETAIL N.T.S. N.T.S 6' TWO #3 BARS v a o .e 2" CLEARANCE (TYP.) 8" MIN. 9" 6" 10" MAX. NON- SHRINK n > ► ► GROUT 3:1 SAND & CEMENT GROUT 1" DEPTH 18" MIN. TWO #6 BARS PRECAST CEMENT CONRETE WHEELSTOP N.T.S. WIDTH VARIES WIDTH VARIES 2- % � a e a a Ti's1'`� �� :. ••ri•�•.t \mil:• - :. ..•. • :. .. J■ / \/\ SEE BARRIER CURB DETAIL THIS SHEET. 2" CRUSHED SURFACING TOP COURSE OR WELL GRADED SAND. 15' 5' 5' SEE NOTE #3 GENERAL NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE t1/8" WIDE BY f1/4" DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. ONSITE SIDEWALK DETAIL N.T.S. EXPANSION JOINT (TYP) SCALE: 1 " =20 FEET 0 10 20 40 VERTICAL DATUM NGVD '88 THURSTON COUNTY CONTROL POINT 253 ELEV. = 342.56 SEC 24, TWP 17 N, RGE 1 E, W.M. SEE SHEETS C3.2 AND C3.3 FOR COATES AVENUE EXTENSION AND COMMERCIAL DRIVEWAY DESIGN. 20' REAR YARD BUILDING SETBACK SIDEWALK GRADE BREAK } 57. MAX � CURB RAMP 3/8" EXPANSION JOINT AT GRADE BREAKS (TYP.) CU d ' a :1 ACCESS RAMP PER PLAN. SEE DETAIL ON THIS SHEET. ° a 180, STRIPE PARKING ADA STALLS, ACCESS I 12 ISLE AND TYPICAL PARKING STALLS e Ij PER PLAN. PROVIDE HANDICAPPED A I a PARKING SIGNAGE MOUNTED ON II BUILDING EXTERIOR. SEE DETAIL ON I THIS SHEET. 54► °d QVA I I I Ij 6 5 - -- I' I '� O 9' WADE I A. I' I .16 'de j MEMORY CARE FACILITY 23066 SF ° ° • a \ b R 15' / -- - - - - -- 4 - - - - -- a -- - - - - -i R15' � d CONS -RUCT ONSITE SIDEWALKS 4 ST / 20 \� PER PLAN. SEE DETAIL ON ` d .�h 9' WID ,/ (TYP.) TYP.) THIS BEET. �. INSTALL 110 LF OF BARRIER 20 CURBING PER PLAN. SEE A f I DETAIL ON THIS SHEET. / NEW BOUNDARY LINE. SEE BLA BY OTHERS. i � 1 / 54' / 20' 09' LL E / / (TYP.) / / \ / r R3' / (TYP.) \ PROVIDE PEDESTRIAN RAMP PLAN AND DETAIL ON THIS SHEET. 1 INSTALL 98 LF OF BARRIER CURBING PER PLAN. SEE DETAIL ON THIS SHEET. i INSTALL 140 LF OF BARRIER CURBING PER PLAN. SEE DETAIL ON THIS SHEET. \\ / R10' 1 I REMOVE EXISTING CURBING ALONG NTH SIDE OF EXISNG ° / 1 RIIVELANE TO LIMITS� DR SHOWN. 10' SIDE YARD �` ry0 ~� ''030 BUILDING SETBACK i d \ 4' -0" MIN. 2.0%_ -r--- -rte-.- L LANDING GRADE BREAK '' An DETECTABLE WARNING SURFACE NEW PAVEMENT SECTION r-- EXISTING PAVEMENT CURB (TYP.) SECTION A - A PEDSTRIAN CURB RAMP DETAIL N.T.S. GR) 2% MAX. PROVIDE 2' WIDE DETECTABLE WARNING SURFACING M&II►h 10% MAX. CURB RAMP DETAIL N.T.S. a s � INSTALL 36 LF OF BARRIER CURBING PER PLAN. SEE a DETAIL ON THIS SHEET. ° L ' "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 10' SIDE YARD BUILDING SETBACK PAVING NOTE: ALL PAVING SHALL BE DONE PRIOR TO OCTOBER 1ST. PAVING AFTER OCTOBER 1ST WILL REQUIRE APPROVAL FROM THE OWNER AND PROJECT ENGINEER. SUB -GRADE THAT DOES NOT MEET COMPACTION OR IS SATURATED WILL REQUIRE THE CONTRACTOR TO PROVIDE A WRITTEN 2 YEAR WARRANTY FOR THE PAVING. ADA NOTE: ALL NEW SIDEWALKS SHALL NOT EXCEED 2X SIDE SLOPE AND ADA PARKING STALLS AND RAMP LANDINGS SHALL NOT EXCEED 2 PERCENT SLOPE IN ALL DIRECTIONS. ALL ADA ACCESSIBLE ROUTES IDENTIFIED ON THE PLANS SHALL NOT EXCEED 5X LONGITUDINAL GRADE. ALL ADA RAMPS SHALL NOT EXCEED 8X GRADE AND 2X CROSS SLOPE. CONTRACTOR IS RESPONSIBLE TO CHECK GRADES PRIOR TO CONCRETE AND PAVING WORK. ANY GRADES EXCEEDING THE ABOVE LIMITS WILL BE REQUIRED TO BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR. NOTE: BUILDING COORDINATE POINTS PROVIDED REPRESENT FACE OF FOUNDATION STEM WALL OR MONOLITHIC SLAB. PARKING LOT COORDINATE POINTS AND DIMENSIONS PROVIDED REPRESENT FACE OF BARRIER OR EXTRUDED CURBING. CONTRACTOR IS RESPONSIBLE TO COMPENSATE FOR ADDITIONAL PAVEMENT WIDTHS TO ACCOMMODATE FOR EXTENSION UNDER EXTRUDED CURBING. INSTALL 108 LF OF BARRIER CURBING PER PLAN. SEE DETAIL ON THIS SHEET. No. Point Table Point # Northing Easti g Raw Description 1 596048.4732 1112367. 548 BUILDING CORNER 9 596062.3217 1112569. 540 PAVEMENT CORNER 2 596202.2773 1112375. 286 BUILDING CORNER 3 596192.0692 1112546. 969 BUILDING CORNER 4 - - 30 COMMERCIAL DRIVEWAY i BUILDING CORNER ,I 596084.1852 -_ BUILDING CORNER 6 596086.6990 1112410. 232 BUILDING CORNER 7 596158.6655 1112413 0171 UTILITY EASEMEN T 8 596156.1518 1112495. 788 BUILDING CORNER 10 596205.2553 11125735112 PAVEMENT CORNER 11 596203.3052 1112637 815 PAVEMENT CORNER 12 ' , d. ..e ° 13 596183.7330 11127121132 PAVEMENT CORNER da 596149.8661 1112682 4815 PAVEMENT CORNER 15 596123.1261 A. PAVEMENT CORNER 16 596081.7354 1112626.0349 PAVEMENT CORNER 17 596038.4099 1112588 7549 PAVEMENT CORNER 18 596011.2235 11125651562 L] mT 595992.3034 - -- -- -- 595961.2419 .4° .° BUILDING CORNER ° 595919.6573 1112518 768 INSTALL 28 LF OF BARRIER 22 595950.7189T1112543, 5796 I __ INSTALL 110 LF OF BARRIER --- - - - - -- - °•�d'- d . a CURBING PER PLAN. SEE CURBING PER PLAN. SEE / N a. I- d d a. .... a ,- - - - - - - - , .. A DETAIL ON THIS SHEET 0 3 DETAIL ON THIS SHEET. z N N 1 e.. d ° - - - .. - - - ° .d u0 - / / T } m INSTALL 14 LF OF r m 'v I I . ..d' ° ° W a ° ' e' °' a I se L W .` Z I - RS W 11 PROVIDE 2' WIDE CUSS COTS / -- / / BARRIER CURBING 2 Fa N d e ., a• e 4 ° a U (TYP-) • O 18 O.C. FOR STORMWATER I PER PLAN. SEE a 00 Q °o� d: : ° _ I 2 WO N �L �uo>, ~ RUNOFF FLOW TO INFILTRATION / / / DETAIL ON THIS . m Q W 5• ,.. 20' ZL 0 Z LU I I I POND (TYP. OF 4 LOCATIONS). \ / / / EET. < i0 l' 1 �W 2� LL. Vi t) 0 }� WLL 20, I I I GAZEBO DESIGN ~ U PROVIDE WHEEL STOPS ON ALL a e H I I I I BY OTHERS. h - - II. e' I PARKING STALLS ADJACENT TO 0 I 20• I Z THE SIDEWALK (TYP. OF 15). ° : a Z I I , ; (TYP.) IL CONSTRUCT ONSITE SIDEWALKS SEE DETAIL ON THIS SHEET. PER PLAN. SEE LANDSCAPE e Z X 9 U PLANS FOR DETAILS. Q (�.g ,. / Z a ° I 81. I I ST O WIDE / INSTALL 1 LF OF BARRIER 8 81 • ®9TA D I A CURBING PER PLAN. SEE DETAIL 01 THIS SHEET. i 9 STALLS l�t�,w4 / LLJ 4 F C I� ° 00 ■ems � O 9' WIDE / e , . Q' I ° a. / R3' I SA WCUT A MINIMUM OF 1' OF I W z W (TYP.) W z EXISTING PAVEMENT AS SHOWN. LLJ vt °_ / I I USE EMULSI ED ASPHALT TO a '� p • d° 14006 °� DRAWING NAME 14006 -HCPL SEAL JOINT BETWEEN NEW AND C2.1 °..'a ° ° 3OF13 ' 5 A �� EXISTING AHALT. CONSTRUCT TYPE 2 ADA A* ows 20' REAR YARD BUILDING SETBACK SIDEWALK GRADE BREAK } 57. MAX � CURB RAMP 3/8" EXPANSION JOINT AT GRADE BREAKS (TYP.) CU d ' a :1 ACCESS RAMP PER PLAN. SEE DETAIL ON THIS SHEET. ° a 180, STRIPE PARKING ADA STALLS, ACCESS I 12 ISLE AND TYPICAL PARKING STALLS e Ij PER PLAN. PROVIDE HANDICAPPED A I a PARKING SIGNAGE MOUNTED ON II BUILDING EXTERIOR. SEE DETAIL ON I THIS SHEET. 54► °d QVA I I I Ij 6 5 - -- I' I '� O 9' WADE I A. I' I .16 'de j MEMORY CARE FACILITY 23066 SF ° ° • a \ b R 15' / -- - - - - -- 4 - - - - -- a -- - - - - -i R15' � d CONS -RUCT ONSITE SIDEWALKS 4 ST / 20 \� PER PLAN. SEE DETAIL ON ` d .�h 9' WID ,/ (TYP.) TYP.) THIS BEET. �. INSTALL 110 LF OF BARRIER 20 CURBING PER PLAN. SEE A f I DETAIL ON THIS SHEET. / NEW BOUNDARY LINE. SEE BLA BY OTHERS. i � 1 / 54' / 20' 09' LL E / / (TYP.) / / \ / r R3' / (TYP.) \ PROVIDE PEDESTRIAN RAMP PLAN AND DETAIL ON THIS SHEET. 1 INSTALL 98 LF OF BARRIER CURBING PER PLAN. SEE DETAIL ON THIS SHEET. i INSTALL 140 LF OF BARRIER CURBING PER PLAN. SEE DETAIL ON THIS SHEET. \\ / R10' 1 I REMOVE EXISTING CURBING ALONG NTH SIDE OF EXISNG ° / 1 RIIVELANE TO LIMITS� DR SHOWN. 10' SIDE YARD �` ry0 ~� ''030 BUILDING SETBACK i d \ 4' -0" MIN. 2.0%_ -r--- -rte-.- L LANDING GRADE BREAK '' An DETECTABLE WARNING SURFACE NEW PAVEMENT SECTION r-- EXISTING PAVEMENT CURB (TYP.) SECTION A - A PEDSTRIAN CURB RAMP DETAIL N.T.S. GR) 2% MAX. PROVIDE 2' WIDE DETECTABLE WARNING SURFACING M&II►h 10% MAX. CURB RAMP DETAIL N.T.S. a s � INSTALL 36 LF OF BARRIER CURBING PER PLAN. SEE a DETAIL ON THIS SHEET. ° L ' "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 10' SIDE YARD BUILDING SETBACK PAVING NOTE: ALL PAVING SHALL BE DONE PRIOR TO OCTOBER 1ST. PAVING AFTER OCTOBER 1ST WILL REQUIRE APPROVAL FROM THE OWNER AND PROJECT ENGINEER. SUB -GRADE THAT DOES NOT MEET COMPACTION OR IS SATURATED WILL REQUIRE THE CONTRACTOR TO PROVIDE A WRITTEN 2 YEAR WARRANTY FOR THE PAVING. ADA NOTE: ALL NEW SIDEWALKS SHALL NOT EXCEED 2X SIDE SLOPE AND ADA PARKING STALLS AND RAMP LANDINGS SHALL NOT EXCEED 2 PERCENT SLOPE IN ALL DIRECTIONS. ALL ADA ACCESSIBLE ROUTES IDENTIFIED ON THE PLANS SHALL NOT EXCEED 5X LONGITUDINAL GRADE. ALL ADA RAMPS SHALL NOT EXCEED 8X GRADE AND 2X CROSS SLOPE. CONTRACTOR IS RESPONSIBLE TO CHECK GRADES PRIOR TO CONCRETE AND PAVING WORK. ANY GRADES EXCEEDING THE ABOVE LIMITS WILL BE REQUIRED TO BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR. NOTE: BUILDING COORDINATE POINTS PROVIDED REPRESENT FACE OF FOUNDATION STEM WALL OR MONOLITHIC SLAB. PARKING LOT COORDINATE POINTS AND DIMENSIONS PROVIDED REPRESENT FACE OF BARRIER OR EXTRUDED CURBING. CONTRACTOR IS RESPONSIBLE TO COMPENSATE FOR ADDITIONAL PAVEMENT WIDTHS TO ACCOMMODATE FOR EXTENSION UNDER EXTRUDED CURBING. INSTALL 108 LF OF BARRIER CURBING PER PLAN. SEE DETAIL ON THIS SHEET. No. Point Table Point # Northing Easti g Raw Description 1 596048.4732 1112367. 548 BUILDING CORNER 9 596062.3217 1112569. 540 PAVEMENT CORNER 2 596202.2773 1112375. 286 BUILDING CORNER 3 596192.0692 1112546. 969 BUILDING CORNER 4 596040.2617 1112537. 673 BUILDING CORNER 5 596084.1852 1112493.849 BUILDING CORNER 6 596086.6990 1112410. 232 BUILDING CORNER 7 596158.6655 1112413 0171 BUILDING CORNER 8 596156.1518 1112495. 788 BUILDING CORNER 10 596205.2553 11125735112 PAVEMENT CORNER 11 596203.3052 1112637 815 PAVEMENT CORNER 12 596108.3493 1112634. 868 PAVEMENT CORNER 13 596183.7330 11127121132 PAVEMENT CORNER 14 596149.8661 1112682 4815 PAVEMENT CORNER 15 596123.1261 11126607165 PAVEMENT CORNER 16 596081.7354 1112626.0349 PAVEMENT CORNER 17 596038.4099 1112588 7549 PAVEMENT CORNER 18 596011.2235 11125651562 PAVEMENT CORNER 19 595992.3034 1112492 3280 BUILDING CORNER 20 595961.2419 11124671252 BUILDING CORNER 21 595919.6573 1112518 768 BUILDING CORNER 22 595950.7189T1112543, 5796 BUILDING CORNER - -- PROVED IfOR CONSTRUCTION / BY: - DATE: gREC PUBUC WORKS APPROVAL EXIIiIRM 7 36 O U U 5 W m W as W iX W � m � a Q r � T N t0 I� Z N 0 3 z N N N II T } m r m W m L W Z W Q Fa N U 00 Q °o� ti 2 WO N �L �uo>, ~ >O 9 J m Q W >= ZL 0 Z LU (,) m >W < i0 l' �W 2� LL. Vi t) 0 }� WLL ~ U J H uj 0 Z a Z IL Z U Q Z NN_ I.f. 0 2 l�t�,w4 SjO� Ell LLJ F C 00 ■ems � �� z a. I W z W W z LLJ vt J JOB NUMBER 14006 DRAWING NAME 14006 -HCPL C2.1 3OF13 SEC 24, TWP 17 N. RGE 1 E, W.M. t i INSTALL TYPE 'I CB / /'; .. RIM 355.6: `�.. I - - - _ IE _353.0 '�, - INSTALL - - ---- RIM = 355.4 I i 30 LONG BY 3 WIDE B = 30' LONG BY 3' WIDE BY 2' , IE 353.0 \ / DEEP INFILTRATION TRENCH. DEEP INFILTRATION TRENCH. aa. -\_�- - - -/ - - .- - .S'�r .- p.. INSTALL 67 LF OF 6 0 - - I ' 4... IX ROOF DRAIN PIPE % - - - - a INSTALL 60 LF ` OF 6 "0 . INSTALL 105 LF -'�'- A \ \ ti i►� / �` i ROOF DRAINPIPE OF 6 "0 ROOF I / INSTALL 60 LF OF 6 • ! DRAI IPE - �► /5P ROOF DRAIN PIPE ° ` STORM PIPE A' I / TO EX. P SCALE: 1"=20 FEET 0 10 20 40 VERTICAL DATUM NGVD '88 THURSTON COUNTY CONTROL POINT 253 ELEV. = 342.56 / f d ; MEMORY CARE FACILITY / / FF = 356.0 d' ° // I INSTAIi1 140 LF OF 6 "0 ,/ ° i ROOF DRAIN PIPE. ° ... ° 351.15 FG f� ! ! PROVIDE CL.EANOUT AT / END OF LINE AND BENDS. c °. a / � INSTALL 80 LF OF 600 / I d / " 1 J - a e, .. e a / 9 BIORETENTION PLANT UST _.- -- 5 ° a FF . � I ROOF DRAIN PIPE. °. d i 35Z4p 3C1.1GO "____ a I d ' ° PROVIDE CLEANOUY AT e END OF LINE AND B S. 4 / GRADE NEW PARKING AREAS PER EMERGENT PLANT MIX. SEE LANDSCAPE PLAN AND PROVIDED ELEVATIONS. PLANS FOR PLANT SPECIFICATIONS. SEE STRUCTURAL SECTION THIS SHEET i a '- d /J ° e; e• ° A. a �I � e: INSTALL 113 LF /6F 6 *0-� ROOF DRAIN PIPE SOIL NOTE: CONTRACTOR TO USE MINIMUM 8" DEPTH OF TOPSOIL PER WSDOE BMP 5.13 FOR ALL DISTURBED PERVIOUS AREAS. INSTALL 83 LF OF 6" DRAIN 137 LF i• /� /fie P ROVIDL OUT AT END i OF 6 "0 ROOF OF LINE. INSTALL 6 "0 FITTINGS TO N PIPE LOWER PIPE BELOW FOUNDATION ,zoo Tc FOOTING. SEE DETAIL ON THIS SHEET. / -- -_ SEE ROOF DRAIN FOUNDATION TRANSITION - - DETAIL THIS SHEET. - - -- N, , ,K2 / •FGA - - - - - -_ a a ° .90 Tc 1.40 FG / INSTALL TYPE 1 CB------ RIM - 353.5 IE - 350.0 / 70' LONG BY 3' WIDE BY 4'J DEEP INFILTRATION TRENCH GRADE YARD AREA PER PLAN CONTOURS. SEE LANDSCAPE PLAN FOR PLANTING AND SEEDING DETAILS (TYP.). 2" HMA* 2" CSTC* FINISHED GRADE `- 8" CSBC* COMPACTED NATIVE SUBGRADE OR APPROVED FILL * ALL THICKNESSES ARE COMPACTED DEPTHS. TYPICAL PAVING SECTION N.T.S. 6 "0 TEE 6 "0 ROOF DRAIN PIPE ELEV. XXX %� 6 "0 TEE FOOTING PERT ARCHITECTURAL ELEV. 353.0 DESIGN ROOF DRAIN/FOUNDATION TRANSITION N.T.S. ° INSTALL TYPE 1 CB RIM - 353.3 IE = 350.0 INSTALL 40 LF OF 6'0 ROOF DRAIN PIPE BUILDING FOUNDATION SEE STRUCTURAL PLANS BACKFILL MATERIAL 6 "0 SDR35 ROOF DRAIN PIPE 6 "0 PERFORATED FOUNDATION CPP DRAIN PIPE FILTER FABRIC 3/4 " -2" WASHED DRAIN ROCK gp TC 1.80 �� /V� l i 25 351. 0 TC 353.50 FF 353. \ 351.40, \ / / EX. 15 06'x3 .45 FG FL 00 INFILTRATION GALLERY 352.83 FG \ T / \ ADJUST EXISTING STRUCTURE LIDS AND RISER TO GRADE AND REPLACE WITH TRAFFIC BEARING RISER, FRAME 1 AND LID /GRATE. GRADE ASPHALT FLOWL.INE PER PLAN GARAGE / AND PROVIDED SPOT ELEVATIONS. FF = 353.50 CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO EXISTING CATCH BASIN. \ a, ) \ 351 • \ T \ a .. °. e ' e p: ° INSTALL 108 LF da OF 6 "0 ROOF DRAIN PIPE EX. CATCH BASIN AND STORM LINE DRAINS TO EXISTING POND. STRUCTURAL FILL PER -� GEOTECHNICAL ENGINEERS RECOMMENDATION OR COMPACTED NATIVE SUBGRADE. *CONTINUOUS AROUND BUILDING PERIMETER. FOUNDATION /ROOF DRAIN DETAIL N.T.S. 1' MIN. 0 0 000 I ° ° 0 po ° o O 0 O I ° o ° 0 c� O I o 0 4 q 0 p 00 o o O ° 0 °o ° I O °00 O 0 ° c) 00000 1 0 CAP TRENCH WITH 8" OF TOPSOIL PER BMP 5.13. SEE LANDSCAPE PLANS FOR FINAL. 1' MIN. ELEV. 352.0 _- FULLY ENCASE GRAVEL TRENCH WITH FILTER FABRIC. USE MIRAFI 50OX OR APPROVED EQUAL I 2' IE = 350.0 8 "0 PERF. PIPE 2" WASHED DRAIN ROCK ° ° 0 000 p O I ° 0 po ° O I O ° 0 0 0 o ^ O `J0 ° I 00 0 0 0 0 o O 0 0 00 ° I ° p� 0 0 ° ° 00 1 C 00 y-� 3' CAP TRENCH WITH 6" OF TOPSOIL. SEE LANDSCAPE PLANS FOR FINAL. FULLY ENCASE GRAVEL TRENCH WITH FILTER FABRIC. USE MIRAFI 50OX OR APPROVED EQUAL IE = 353.0 8 "0 PERF. PIPE 2" WASHED DRAIN ROCK NOT COMPACT NATIVE ADO NOT COMPACT NATIVE SOIL BELOW INFILTRATION SOIL BELOW INFILTRATION GALLERY. GALLERY. TRENCH SECTION D -D TRENCH SECTION C -C Ow) N.T.S. N.T.S. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" STONE SPILLWAY AT - CURB CUT LOCATIONS - IMPERVIOUS SURFACE WATER FLOW X11 - PLANTING SOIL MI RETENTION AND ELEV. FILTRATION ZONE SOIL NOTES NOTES: SOIL MIXES SHALL BE FREE OF STONES, PLANTING SOIL MIX: STUMPS, ROOT AND OTHER SIMILAR 50 -60% SAND (CLEAN SAND PER MATERAIL GREATER THAN 2 ". AASHTO M -6 OR ASTM C -33) 20 -30% LEAF COMPOST PLACE SOIL IN 1218" LIFTS. 20 -30% TOP SOIL CLAY CONTENT SHALL BE LESS THAN 59°. DO NOT USE HEA EQUIPMENT IN BIORETENTION BA IN OR COMPACT IN TOP SOIL: ANY WAY. k SANDY LOAM, LOAMY SAND OR LOAM TESTURE (USDA TEXTURE TRIANGLE) MULCH SURFACE SING WELL AGED (12 M0. MIN.) SHRED D HARDWOOD. SELECTED NATIVE PLANTS AND HARDY CULTIVARS 4 -f!i . 3/4" TO 2" DRAIN ROCK --/ BIORETENTION CELL SECTION A -A N.T.S. BIORETENTION PLANT UST EMERGENT PLANT MIX. SEE LANDSCAPE PLANS FOR PLANT SPECIFICATIONS. STONE SPILLWAY AT - CURB CUT LOCATIONS IMPERVIOUS SURFACE 3 Z1 TOP OF STAND PIPE ELEV. =353.0 TOP OF IPE SHALL BE SCREENED. 6 "0 PVC STANDPIPE NITH �= PERFERATIONS ON BOTTOM { ! =6 ". WRAP IN FABRIC. t FILTER FABRIC ON SIDES AND TOP OF i L GRAVEL. FILTER FA )RIC SHALL FLOW A MINIMUM OF 75 G LONS A MINUTE PER SQUARE FOOT. SOIL NOTES NOTES: i SOIL MIXES SHALL FIE FREE OF STONES, PLANTING SOIL MIX: STUMPS, ROOT AND OTHER SIMILAR 50 -60% SAND (CLEAN SAND PER AASHTO MATERAIL GREATER THAN 2". M -6 OR ASTM C -33) 20 -30% LEAF COMPOST PLACE SOIL IN 12 -J8" LIFTS. 20 -30% TOP SOIL CLAY CONTENT SHALL BE LESS THAN 5 %. DO NOT USE HEAVY EQUIPMENT IN BIORETENT10N BASIN OR COMPACT IN ANY TOP SOIL: WAY. SANDY LOAM, LOAMY SAND OR LOAM TESTURE (USDA TEXTURE TRIANGLE) MULCH SURFACE USING WELL AGED (12 MO. MIN.) SHREDDED HARDWOOD. SELECTED NATIVE PLANTS AND HARDY CULTIVARS TIL PLANTING {SOIL MIX I' "{ I II {IIIIII RETENTION AND ELEV. =346.5 FILTRATION ZONE _ I { { 1.'. - ELEV. =34511 l ! • �'' '• DRIVELANE TOP OF STAND PIPE ELEV. =350.0 TOP OF PIPE SHALL BE SCREENED. -6 "0 PVC STANDPIPE ATH PERFERATIONS ON BO OM 6 ". WRAP IN FABRIC. - FILTER FABRIC ON SIDES AND TOP OF GRAVEL. FILTER FABRIC SHALL FLOW A MINIMUM OF 75 GAL,ONS A MINUTE PER SQUARE FOOT. BY: Y M ECTq OF PIAIC APPROVAL EXPIRE& CONSTRUCTION DATE: a� as w w a a R9 J H Z Q Z IL Lu 0 Z LL O 0 Z H p f Of N W u o 0 Q r � r N W z � � z ■m o t0 I� WZ O w W _z • • � vMNa 3 Z r N J U a JOB NUMBER 7 14006 �0 DRAWING NAME x Z N N N =II V T r IM } m W m Z � O D � W Y Q W im U 0� W 0 0 >ED wZ aW H Q N � i �QW ZM0 2a( O O W V O U J H Z Q Z IL Lu 0 Z LL O 0 Z H p f Of N W C3.1 40F13 o 0 W z � � z ■m o WZ w W _z • • � vMNa 3 W x � J U a JOB NUMBER 14006 DRAWING NAME 14006 -GRPL C3.1 40F13 Z3 a ei W C a zll-1N Q3 Z m } 0 m W Z Z o w d3 0 0 V o O N N N II �L T �1 m 0 W = Q U U O V1 LEI. Oo O M w �O J m W w > Z 2Lu � yV w to o� N Lu ~ >O Q LLI Z ti O G. co C) w r � �O LL Q 3 0 U w J LL O w IL 0 z Q z IL Q w 0 J Q U w O V t , JOB NUMBER 14006 DRAWING NAME 14006JRDPP1 C3.2 5OF13 _ � ■m .-.. -, W z " W W Z of LLJ 5 c � a JOB NUMBER 14006 DRAWING NAME 14006JRDPP1 C3.2 5OF13 CONTRACTOR SHALL HAVE LIMITS OF EXISTING ROAD EASEMENT STAKED BY SURVEYOR PRIOR TO THE START OF ROAD CONSTRUCTION. a - - SEC 24, TWP 17 N. RGE 1 E, W.M. MOVE EXISTING CYCLONE FENCING TO NORTH EASEMENT LINE AS SHOWN. STA. 6 +65- 10+40 CLEAR AND GRUB ANY EXISTING TREES OR SHRUBS WITHIN 15' I v NEW EDGE OF PAVEMENT. - __ 1110-, 1110- 77 I I OD SCALE: 1"=20 0 10 20 40 VERTICAL DATUM OF STALL ASPHALT WEDGE CURB NGVD '29 NORTH SIDE OF ROAD FROM A. 9 +25 - 10+42. SEE DETAIL GRIND 0.17' OF EXISTING ASPHALT THIS SHEET. ROAD TO LIMITS SHOWN. ❑ T - -- \\ W / w W T �` r ✓ T GRADE, TRACK AND T UVn0n4Z M a _I IT CI nPt= _ I COATES AVENUE NW EXTENSION A6N 8+ 10+ 10.65EN85 21 „ 7-00 _ S88 15 15.22 E 6 +00 143.68 / /S88' 15' 07.77" =- +--- �,`� / +� f ■T Ile INSTAL ASPHALT WEDGE CURB ON SOUTH SIDE OF ROAD FROM d " ' STA. 51+70 - 7 +75. SEE DETAIL ON THIS' SHEET. 370 14006 CL RD PROFILE HORIZONTAL SCALE =20' VERT CAL SC , LE =5365 360 355 350 345 340 )SED GRADE- - 1.0090 7 +'00 OA V COMPACTED DEPTH CRUSHED SURFACING BA' q 1.0' 1' MIN. BEHIND A.C. WEDGE CURB SSHHOULDEERR 1 fff��HALTCONCRETAS SPEgFlED CRUSHED SURFACING TOP COURSE aDom oo GRAVEL BASE �° ° o°�A.C. WEDGE CURB DETAIL N.T.S. ASPHALT WEDGE CURB STA. 9 +25 - 10+42 W PROPOSED COATES I p ROAD EXTENSION 6' 16' LANE 2.090% +� L >0 7' MAX. PVI STA: 7+86.08 PVI ELEV: 355.42 K: 49.92 LVC: 50.00 N 0O N u +to .,�T�"_"✓J\ - -_____ `_CATV- - VGP �A EXISTING VINYL FENCE W,� k ADJ CB RIM TOWARD NEW US \_ CUR A AS MUCH AS DEMOLISH 110 LF OF EXISTING B AND TO OAD FINISHED CONCRETE SIDEWALK. GRADE. PROVIDE REVERSE GUTTER AT CB LOCATION ONLY TO ENSURE POSITIVE FLOW TO INLET. 12 +00 1 .I CATV CATV - +00 p ``' ST_AL 8 +33_.45 I_ I I j m j I INTERSECTION' DRIVEWAY E m STA. 9 ±97 ---- - -2 -0090 I DRIVEWAY r!I-.W 0 75o i 160 LF O V ly F 12 'oi N12 i ! - STORM PIPE tax 70---- i Cx 0 j -f m Wuj � STA. 8 +15.00 1 5.08' RT. ! j 15 o °O v RIM E 3J4; Q o �Q' FILET GRATE + z i STA. 9 +75.00 15.08 RT. r- ° uj F TYPE 1 CB W/INLET GRATE RIM a 351.20 � z o o w y IE = 1 349.20 cnl "UUCn I I I I ` -GRADE TO DRAIN .4" HMA* -/ "- PROVIDING SMOOTHS CURB TRANSITION 2" CSTC* AND GUTTER COMPACTED AND TEST ROAD 8" CSBC* SUBGRADE PER GEOTACH REPORT. *ALL THICKNESSES COMPACTED ROAD SECTION B - B ARE COMPACTED DEPTHS. STA. 7 +77 - 10 +42 N.T.S. GRIND AND OVERLAY 2" OF EXISTING REMOVE EXISTING SIDEWALK NQc-0 PAVED DRIVELANE. IF REMAINING AS SHOWN. PAVEMENT IS LESS THAN 2" THICK ENTIRE 4 PAVEMENT SECTION W I & SHALL BE REPLACED. - 16' LANE 7' f�' 2' 2 2 p 2.0% MAX. 4" HMA* 2" CSTC* -/ 8" CSBC* *ALL THICKNESSES COMPACTED ARE COMPACTED DEPTHS. lam- CONCRETE CURB 3 =� AND GUTTER COMPACTED AND TEST ROAD SUBGRADE PER GEOTACH REPORT. STRIP SOD AND BACKFILL DITCH WITH CSBC. ROAD SECTION C - C STA. 10 +42 - 12 +55 N.T.S. FI 5 I A• 1 Ut--,X,2; VI ELEV- 350.48 K: 27.29 j LVC: 75.00 o° O � p- +n TBC STA =10 +4.00 ELEV = 350.;116 00 o! �o m W z 0 F=a nu �Z ZW 0 o� TBC STA =11 +00.00 ELEV= 347.460 TIT , PVI STA:11 +59.63 PVI ELEV: 344.45 K: 17.10 LVC: 100.00 8 +00 9 +00 10 +00 11 +00 12-+00 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" ►I W I.i Z J 370 365 360 355 350 345 N 13-+00 13+20 �� =::� _._ � _ _►! ■tee.. O O POST O O ° SLEEVE- O O 2 1/2- ° %'i ° \\ \\ \ ° r ORNER BOLT f. h NOTES: a 1. SIGN PLACEMENT LOCATI NS MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 2. SIGNS ARE TO BE MOU TED USING 3/8" ALUMINUM DRIVE RIVETS 3. POSTS ARE TO BE IN ST LLED USING 5/16" CORNER BOLTS hown above). 4. POSTS, SLEEVES, AND CHORS ARE TO BE CONSTRUCTED OF PERFORATED, PRE -P NCHED GALVANIZED SQUARE TUBE. 1 Drawing blot to Scale SIZE I HICKNESS LENGTH POST 2" to too 0 I 2-1/4" Z 2 gauge I SLEEVE 2 -1 2" f 2 gauge 12" Q ! I Z O C-) U .4- o W Cn a a + i 04 W m i W a- I W W I i o: o: I >W , NF m 1 1 W Uz 0 � N PROPOSED IBC a o I I OF SECTION C -C I v~i W W N ' I 1 0 Z LO O N N TBC ( TBC 1.10% N TBC STA =i2 +49.92 STA =11 +50.00 r m STA =12 +00.00 m W z y a W i ELEV= 345.545 ELEV= 345.004 W ! ELEV 345.406 8 +00 9 +00 10 +00 11 +00 12-+00 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" ►I W I.i Z J 370 365 360 355 350 345 N 13-+00 13+20 �� =::� _._ � _ _►! ■tee.. O O POST O O ° SLEEVE- O O 2 1/2- ° %'i ° \\ \\ \ ° r ORNER BOLT f. h NOTES: a 1. SIGN PLACEMENT LOCATI NS MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 2. SIGNS ARE TO BE MOU TED USING 3/8" ALUMINUM DRIVE RIVETS 3. POSTS ARE TO BE IN ST LLED USING 5/16" CORNER BOLTS hown above). 4. POSTS, SLEEVES, AND CHORS ARE TO BE CONSTRUCTED OF PERFORATED, PRE -P NCHED GALVANIZED SQUARE TUBE. 1 Drawing blot to Scale SIZE I HICKNESS LENGTH POST 2" 4 gouge as required ANCHOR 2-1/4" 2 gauge 36" SLEEVE 2 -1 2" 2 gauge 12" FOR CONSTRUCTION BY.. _ DATE: 7U DI P i c WORKS APPROVAL MMI 7156 Z O C-) U Cn a a W m W a- W a- o: o: m m 0 � N O z N � 0 Z LO O N N N =II r m m W z m a W W W i Q v 0C3 0 °� N ~ Wu �o� J J m a. a0> Lu >0 ZE0 W U W Z a Q W 2 oIt V) 1=-Q O 0 �' Lu U 0 Z J H� X0 LLI oa Q °z W< IV) Z W J Qa 0 i V SIONAL E�0 _:F= r, A� z \1I � C ■m c I W z W w z A� z uj C5 a JOB NUMBER 14006 DRAWING NAME 14006 -RDPP2 C3.3 6 OF 13 SCALE: 1 " =20 FEET 0 10 20 40 I I VERTICAL DATUM CATV — NGVD '29 �--- T I I( I CATV T SEC 24, TWP 17 N. RGE 1 E, W.M. CANT CAN CATV _. . T STREET LIGHT DESIGN Streetlight Tube mbedment epth plow Extend conduit a min. of Items Provided and Installed by Customer A Two 15" min. long standoff brackets (D Two conduit clamps t� 90° Sch 80 PVC sweep bend (2 ", gray, 30" radius) ae MMIM low Trench for Streetlight Circuit Drily t2l "minimum or as C, — hown on work sketch $�S4tid P: Use 2 "gray PVC conduit or as shown on work sketch. 77 77 10-ft Sch 80 PVC gray conduit (7D Sch 40 PVC 18" a cover so cable ht Cable tli Stree g 4' PSE Supplied Handhole �F� — — — — — -- 7 Install all conduit sweeps 25' in red conduit Install pull string through Seal end of 5' (use plywood, for example) 3/4" rim I red conduit Entrance Slot 6' 51 thickness 24" j. -- 12" I I within the 6 "x12" shaded Set streetlight tube 24 conduit and secure at both ends. , a -sn wit I 2" to 3" belowgrade Streetlight cable in Field Side I Road Side red conduit \ !r ,� s .f,,J,� , I I I area. �- +�l•_�:iri�?ti•.� } �� 20" _Z E5 3" x 6" Cable Entrance Slot For tube length, Heat shrink cap on 3" x 6" Cable J Entrance Slot � r W a� Z Note: Position the 3 'x 6 "cable entrance slot 45 ° us I All conduit to be 2" PVC I left or right from a line perpendicular to the roadway. a s 18" to 25" Minimum D U Tube l' (Depending on Pole Type) I I I Cl N I I Sch 40 gray, or as J _ � shown on work sketch. 1 • / 1 - / 1 / , #10 Streetlight Wire Streetlight Pole Mark conduit that goes - � I Fuses behind the access plate I jto l streetlight pole. Ground Line on Pole Cable Entrance Hole Field Side Sidewalk �J ll II Ground Level — r fir- Set streetlight tube 2 -3" belowgrade. t'� ` L� Direction of Vehicular Traffic —► - �� #6 Streetlight Cable in Conduit See Table 1 Effective on: 06/08/15 Canceling: 05/01/08 II I I PSE Handhole I I Supplied ` Common II L. t. Location : Lac2tiorl, N Neutral I I I II _ III PSE supplied — - -�-• - .—`- - IL I ' � Handhole Location , , Location v II a 3 II _ 2" PVC Sch 40 Electric Conduit, Gray 2" PVC Sch 40 sweep " -I Alternate location 5" Min a c R I I I I ICJ I I I I I r 21 Minimum Radius. for conduit o c ConduitStandoff N Bracket II I i Conduit Clamp 15" Min Length 11 I 25" Min o Extend pull string I Ire I I J a min. of 12' �I� I I Trench Depth PLAN VIEW 1 2 above conduit I � o c 2I I n Streetlight Tube mbedment epth plow Extend conduit a min. of Items Provided and Installed by Customer (D Two 15" min. long standoff brackets (D Two conduit clamps t� 90° Sch 80 PVC sweep bend (2 ", gray, 30" radius) Q 10-ft Sch 80 PVC gray conduit (7D Sch 40 PVC N I'n I I Al i i S' Min 70 1 2 0 _ 12" Min_ o 1 " into streetlight tube 2 I 4) I 25" min 5 m 3 131 I .2 m I � I •+-- PSE's Power Pole 2" Sch 40 to ro I streetlight PUGET SOUND ENERGY Effective on: 06/08/15 Effective on: 06/08/15 Canceling: 05/01/08 Canceling: 05/01/08 The Energy To Do Great Things Page 1 of 4 Page 2 of 4 STA. 7 +78, 13' LT. INSTALL "END OF PUBLIC END OF: ROAD" AND "NO PARKING' PUBLIC 8 SIGN PER MUTCD ROAD NO STANDARDS AND DETAIL PARKIM ON SHEET C3.3. OA Luminaire Mounting Height Tube Length* Tube Diameter Concrete Poles 1 i 1 Tube Slip over Shroud see Detail- Cut hole in the Detail of Red Conduit and Top View of Streetlight Tube 18" a cover so cable ht Cable tli Stree g 4' in conduit may protrude Streetlight cable 18" 25' in red conduit I Cover the tube to protect the public Seal end of 3" x 6" Cable 5' (use plywood, for example) 3/4" rim I red conduit Entrance Slot 6' 51 thickness 24" Streetlight Conc. - 6' Set streetlight tube 24 \ , a -sn wit I 2" to 3" belowgrade Streetlight cable in Field Side I Road Side red conduit Fleld Side 46\ Road Side !r ,� s .f,,J,� , T Red Conduit �- +�l•_�:iri�?ti•.� } �� 20" _Z E5 3" x 6" Cable Entrance Slot For tube length, Heat shrink cap on 3" x 6" Cable J Entrance Slot see Table 1. streetlight cable end W a� Z Note: Position the 3 'x 6 "cable entrance slot 45 ° us W left or right from a line perpendicular to the roadway. Streetlight 18" to 25" Minimum D U Tube l' (Depending on Pole Type) i'�9 Cl N 1 • / 1 - / 1 / #10 Streetlight Wire Streetlight Pole 18" Excess Wire � I Fuses behind the access plate Access Plate Opening Ground Line on Pole Cable Entrance Hole Field Side Sidewalk Street Set streetlight tube 2 -3" belowgrade. 3 "x6" Cable L� Entrance Hole #6 Streetlight Cable in Conduit See Table 1 Effective on: 06/08/15 Canceling: 05/01/08 Pace 3 of 4 gp�p STA. 10+76, 15' LT. LMT INSTALL R2 -1 (25 MPH 251 SPEED LIMIT SIGN) PER MUTCD STANDARDS AND DETAILS ON SHEET C3.3. as Table 1 Corrugated Tubes (All poles other' than decorative concrete poles) Direct Buried Poles (other than decorative concrete) Luminaire Mounting Height Tube Length* Tube Diameter Concrete Poles Fiberglass Poles Tube Slip over Shroud (decorative concrete) Less than 13' 3' 18" 18" 13' - 20' 4' 18" 18" 25' 5' 18" 18" 30' 5' 18" 18" 35' 6' 18" 24" 13' & 15' Conc. - 6' 24 24 k , >; ; •a �' >- t. a >ln�, _art �l , , a -sn wit FG - 7' ICorrugated tubes (decorative concrete poles) I * or as shown on Work Sketch Call PSE's Customer Construction Services Know whars below. 1-888- 321 -7779 Call before you dig. Effective on: 06/08/15 • PUGET SOUND ENERGY I Canceling:05/01 /OS ®2015 Puget Sound Energy, Inc. Page 4 of 4 4308 06115 The Fnerov, Te Do Groat Things PROVIDE SINGLE SOLID WHITE FOGLINE- STRIPE PER PLAN. FOGLINE TO BE DASHED AT EXISTING DRIVEWAY ACCESS LOCATIONS. LEGEND {�I I 1 I I CATV �+00 I, W LU N U J Ax Luminaire RUN NO. MIN. CONDUIT SIZE Direct Buried Poles Mounting Tube Tube (decorative concrete) Height Length* Diameter O �j Traditional AND INSTALLED Br �I 13' & 15' 4, 24" CONSTRUCTION. cV Sheridan CONTRACTOR TO INSTALL STREETLIGHT FOUNDATIONS PER PSE 4jIDELINES 13' & 15' 4' 24" Washington 4' 24" Tall Washington 5' 36" !r ,� s .f,,J,� , ;,,• ;,� a't ,+,� iii.: �tr:�fN uir'r��r`a�`t �- +�l•_�:iri�?ti•.� } * or as shown on Work Sketch Call PSE's Customer Construction Services Know whars below. 1-888- 321 -7779 Call before you dig. Effective on: 06/08/15 • PUGET SOUND ENERGY I Canceling:05/01 /OS ®2015 Puget Sound Energy, Inc. Page 4 of 4 4308 06115 The Fnerov, Te Do Groat Things PROVIDE SINGLE SOLID WHITE FOGLINE- STRIPE PER PLAN. FOGLINE TO BE DASHED AT EXISTING DRIVEWAY ACCESS LOCATIONS. LEGEND {�I I 1 I I CATV �+00 I, W LU N U J Ax CONDUIT NOTE RUN NO. MIN. CONDUIT SIZE OX CONSTRUCTION NCT PULL STRING ® JUNCTION BOX BY1 PSE O STREET LIGHT STDARD, I PROVIDED AND INSTALLED Br PSE WIRE SCHEDULE CONTRACTOR TO SUPPLY RUN NO. MIN. CONDUIT SIZE COMMENTS 1 2" PVC PULL STRING STREET LIGHTING NOTES O1 CONTRACTOR TO SUPPLY CONDUIT TO WITHIN 5' to OF EXISTING TRANSFORMER AND SUFFICIENT 00 .10 w0 <0 J= >� LU Q I=-Q LENGTH OF SERVICE CONDUCTORS TO MAKE C4 *� > Q d OW SERVICE CONNECTION. P PERSONNEL SHALL w EXTEND THE CONDUIT TO MAKE THE SERVICE CONNECTION. CONTRACTOR SHALL CONTACT CITY AT LEAST 30 DAYS PRIOR TO THE START OF CONSTRUCTION. cV O2 CONTRACTOR TO INSTALL STREETLIGHT FOUNDATIONS PER PSE 4jIDELINES ON THIS ■� SHEET. fi O3 PSE TO INSTALL JUNCTIO 1 BOX NOTE: PUGET SOUND ENERGY WILL NEW STREET LIGHTPOLES, U BOXES. CONTRACTOR SHALL BACKFILL AND ROAD CROSS GUIDELINES ON THIS SHEET. ALSO PROVIDE FOUNDATION AND INSTALL PER PSE GUIDI CONTRACTOR SHALL OBTAIN LIGHT DESIGN BEFORE INSTA FOUNDATIONS. EXTEND EXISTING STOP LINE TO NEW DOUBLE YELLOW q- STRIPING REMOVE EXISTING SINGLE SOLID WHITE STRIPE. i + DOUBLE YELLOW q MARKING STA. 10+55 - 12 +94 ONLY i � SINGLE'. BROKEN YELLOW MARKING 14.3' STA. 6 +00 - 12 +94 ONLY of COATES AVI=Ml IC KnAi )VIDE AND INSTALL AIRE AND JUNCTION )VIDE ALL TRENCHING, REPAIR PER PSE (TRACTOR SHALL EET LIGHT TUBES ES ON THIS SHEET. CS FINAL STREET G CONDUIT OR �r d • d 4 e 1 a 9♦ d e ° .e:. 'I 4r. --- - - - - -- A d tprp a I. _ — — — - . I �' �d'F .° • a ' d / / T \ \ �\ �-- — ` G 1 1 ° '. .' 4 d.d : e / / / k� PROVIDE SINGLE WHITE TURN ; 12 +94 . ... n / X� LANE DIVIDER STRIPE, STA. STA. 9 +25, 9 LT. AND 19 T. X "NO PARKING" SIGNS BOTH STA. 11 +45, 19' RT. SIDES OF COATES AVE PER ® " " EXISTING STOP SIGN MUTCD STANDARDS AND NO ® NO PARKING SIGNS BOT1i SIDES OF COATES AVE PFER DETAIL ON SHEET X3.3. PAFq PAS MUTCD STANDARDS AND DETAIL ON SHEET C3.3. PAVEMENT MARKING AND SIGNING PLAN "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" STRIPING NOTE: ROADWAY SIGNS SHALL MEET MUTCD STANDARDS AND SPECIFICATIONS. ALL ROADWAY STRIPING SHALL MEET MUTCD PART 3 STANDARDS. BY, oat�c aF Pt, APMVAL I XPIMS: CONSTRUCTION works 7 ' II w LU ac 0 co z J U a � cle 9X a a Q: 0: °II V w 0 z V J a LU ? w ya O� yz W w� X> wa Qo IL' Q w Q 0 I W Of N to 00 .10 w0 <0 J= >� LU Q I=-Q W ~ g av> ?9:0 >Q� C4 *� > Q d OW 0 W Z w N N Z U Z cV II ■� G C W M m W } _Z E5 w M 0 J W a� Z us W O D U Cl N V w 0 z V J a LU ? w ya O� yz W w� X> wa Qo IL' Q w Q 0 I W Of N 00 .10 w0 <0 J= >� LU Q I=-Q W ~ g av> ?9:0 >Q� C4 *� > Q d OW 0 W r 0 w Z U V w 0 z V J a LU ? w ya O� yz W w� X> wa Qo IL' Q w Q 0 I W Of N Z Z C ■� G C W Z W W _Z E5 3 J a� JOB NUMBER 14006 DRAWING NAME 14006 —SLPL C3.4 70F13 i SCALE: 1"=20 FEET 0 10 20 40 VERTICAL DATUM NGVD '29 HOSE BIB TO B� LOCATED-- ON SOUTHEAST CORNER OF BUILDING WITHIN 50' FROM FARTHEST STEP TANK LID. GENERATOR LOCATION. SEE ELECTRICAL PLANS. SEC 24, TWP 17 N, RGE 1 E, W.M. 2' MIN. SEPARATION INSTALL NEW TRAFFIC RATED STEP SERVICE BOX MODEL MSBCF 1324 -12. SEE DETAIL / ON SHEET C4.5. / f ' f / i 0 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" TELEPHONE AND CAN CONDUITS SHALL SHARE THE SAME TRENCH. COORDINATE CONNECTION WITH CENTURYLINK AND COMCA5T- 1 Tamil Z�L T EXISTING WATER METER AND CHECK VALVE SAWCUT EXISTING PAVEMENT FOR CONNECTION TO EXISTING STEP MAIN. POTHOLE TO \,ERIFY EXISTING PIPE TYPE AND SIZE. PATCH PER CITY STANDARD DETAIL ON SHEET C4.5. CONNECT TO EXISTING 2 "0 STEP MAIN I.JNE WITH CUT -IN TEE PER CITY STANDARD DETAIL ON SHEET C4.5. CUT -IN: 1 - 2" SLxSLxTH TEE UNDERGROUIND POWER TO BE EXTENDED FROM EXISTING POWER POLE. CONTRACTOR TO COORDINATE CONDUIT INSTALLATION WITH PSE. — — — — — z N 11 O ~ > 0 W. V) Q W W W �. G G r_ STEP SYSTEM NOTES: • ALL DUPLEX STEP SYSTEM COMPONENTS SHALL BE INTRINSICALLY SAFE. ALL PARTS SHALL BE CLASS 1 DIVISION 1. • STEP TANK SHALL BE H2O TRAFFIC RATED. • 2 "0 SERVICE LINE SHALL BE GASKETED WITH A SUP AND GLUE CONVERSION AT STEP TANK. • THE STEP SYSTEM SHALL BE CONNECTED TO GENERATOR BACKUP SYSTEM WITHOUT THE USE OF A TRANSFER SWITCH. • CONTRACTOR SHALL PROVIDE SUBMITTALS OF ALL STEP COMPONENTS FOR CITY APPROVAL PRIOR TO ORDER, PURCHASE AND INSTALLATION. N W F Q 0 0 ac U U a V U 3 W W W a a v> ol 01 0 (V% N ((% W W W w ck: cr co Q t! N 11 N M ~ > 0 W. Q r L Q W V 0 }- U mr z z c ■m o ul � N CD Z O N W w a, z Ny z V � J 5 0 E5 U a is W 14006 W W W 2 � U Q � O o U o V) o0 20 W0 2� Jm J > QW H = 0 Q ~j0 �QLLI a Z Qat� 0� N *o� V u. °w ~ > 0 W. Q r L Q W V 0 }- U Z Q J H J_ I-- D Z Q W W U) DRAWING NAME 14006 -UTPL C4.1 8OF13 O) N w mr z z c ■m o z J W CD W w a, z z As J 5 0 E5 U a is JOB NUMBER 14006 DRAWING NAME 14006 -UTPL C4.1 8OF13 a a W m W a W a l � a � r � r N Z r N 3 N Z O N N II �r m m m O LLI Z �W WW W Q' Lli m Q U O O U O (n 3 m O °o� 20 Wp N� *o� haw �m >= Zoo zW 0 >z CL 20 v) H Q IW 0 v�c� �p wLL U z a J_ F- O D z Q OC W W SIpNAL Ell W al, N 9 a^�o Z Z � Z I W Z W W z J s p d JOB NUMBER 14006 DRAWING NAME 14006_UTPL C4.1 8OF13 P.O.B. STA. 0+00 N: 596259.6 E: 1111774.2 375 oco 365 360 355 350 345 340 SEC 24, TWP 17 N. RGE 1 E, W.M. 1 � INSTALL NEW 8'0 WATER MAIN PER PLAN AND PROFILE. SEE DETAILS ONE ' \ SHEETS C4.2 -4.4. / / r 520 LF OF 800 -90G-- J OD Ali .6 INSTALL FIRE HYDRANT ASSEMBLY. FLANGE ELEV. = 357.6 0 ■Y) Z J ■ a -0 +20 0 +00 SIZE A B 1 1/277 13 1/411 15" 2" 17 1/4" 15" 1 1/2 " -2" POLYETHYLENE L I - I I - - ! + - l I I I i I I - I I L A " - 1 1/2 " 14006 ! HORIZONTAL VERTICAL CL RD PROFILE I SCIALE SOLE = 20 _ 5 - I ADAPTER I 2 RESILENT ( BALL VALVE I I WEDGE I I } CHECK VALVE SERVICE SADDLE 3 I 1 30" i i 27. SLOPE TO BOX 48" TO CENTER OF Box I fi EXISTING 0 _ GRADE I CHECK VALVE 14 GAUGE B - BALL VALVE i j : a 8.33% 2..O% COPPER • •.7•. ' PROPOSED GRADE-%, I 0.757 TONING WIRE�•`Q '-'' ' �:: ' '''•v .'. M METER - 1 1 /2" - - B1 1--666 R REST AROUND THE 2 42" MIN. COVER - B11 -777' I { I I I I I 1 I I ! ! ; I I I I i ! I I I I i STA. 5 +74.50 I 10 LT.I 2" -- C C86 - 77 - - - ! C - -- I FORD PACK, JOINT ' I ? CORPORATIO STO TYPE B 1 I - - - - - - -- r ! i INSTALL: I 1- 8 "x8 "x6" TEE 1 - 800 GATE VALVE 1- 6 "0 GATE VALVE THRUST BLOCKING AND BOX (AND BOX ! I STA. 0 +54.30 10' LT. INSTALL' ( 1- WO 45 BEND THRUST BLOCKI G i i j I ! ! I 1 STA. REMOVE ASSEMBLY ASSEMBLY TO! STUB. - L 0 +38.20 3.0' RT. I BLOWOFF 0 WATER ACTUALI ISTA. 0 +41.50 3.0' RT. ! ! ! i I I EXISTING AND!CONNECT EXISTING 8 FIELD VERIFY D-DEP-TH. INSTALL-j 1- 8 "� 45' BEND THRUST BLOCKING 4--i_- nn 5 +00 6+ A . 1,% -0 +20 0 +00 SIZE A B 1 1/277 13 1/411 15" 2" 17 1/4" 15" cd i �I APPROVED METER BOX LID - 1730 DI READER LID BOX - 8CF 1730 X 12 BASE OR APPROVED EQUAL f 17" ITVV PLASTIC LINE (USE 200 6Y -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) FORD BALL VALVE WITH PACK JOINT & FEMALE 1 1/2 " -2 "' MALE I.P. THREADS NIPPLE SERVICE SADDLE NDTE CITY OF YELM, WASHINGTON 1. STAINLESS STEEL INSERTS REQUIRED- FOR ALL DEPT. OF PUBLIC WORKS PACK JOINTS„ 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1/2 TO 2' .GASKET AND L.P. THREADS. METER � � � � (� 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2 " - FORD VSH 76 -15813 OR EQUAL 2" FORD VON 77- -15817 OR EQUAL APPRO DWG. NO. 4. ALL 1 1/2" AND 2 SADDLES WILL BE "-`" -- - 2 TAPS WITH BRASS 2 NIPPLE AND PUBLIC WORKS DIRECTOR DATE 6-3 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING DES. DWN. CKD. DATE ES JEG 7P 4/2007 LTV V 3" KUPFERLE #77 OR APPROVED EQUAL --- 2" GALV. PLUG -.-- --2" SLEEVE COUPLING 18" VALVE BOX TOP -»-- -- 8--10 CONCRETE METER BOX WITH METAL LID STRAP 2" CORPORATION STOP FIRE LINE 2" GATE VALVE WITH 2." OPEN •1•+ -24' VALVE BOX BOTTOM 2" GALV. PIPE 2" ST. ELBOW GALV_ CITY OF YELM DEPT. OF PUBLIC WORKS 2 INCH BLOW -OFF ASSEMBLY APPR DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-4.1 DES. DWN. CKD. DATE ES JEG TP 4/2007 CEMENT CONC. SIDEWALK OR FINISHED GRADE .io Z////6'X3' OPENING PER NOTE #3 ADJUST TO MATCH WITH CONC. COLLARS -- FINISHED GRADE, SEAL INTERIOR WITH MORTAR. YY L. l 4QDa LADDER SLOPE VAULT TO BE PLACED LEVEL WITH SLOPING FLOOR ul� PRECAST CONC. VAULT (UTILITY VAULT CO. OR APPROVED EQUAL) '�. MEGA LUG RING SECURED AGAINST VAULT WALL 1. IN AREAS OF HIGH GROUNDWATER A 1/4 HP SUMP PUMP SHALL BE INSTALLED IN THE SUMP PIT OF THE VAULT. IT SHALL BE WIRED PER WASHINGTON STATE ELECTRICAL CODE AND INSPECTED BY AT STATE ELECTRICAL INSPECTOR. THE DISCHARGE PIPE SHALL BE CONNECTED TO THE NEAREST APPROVED ON -SITE STORM DRAINAGE STRUCTURE OR DRAIN TO DAYLIGHT. WHERE NO GROUNDWATER IS PRESENT USE A 2 "0 DRAIN HOLE WITH 1/4 CUBIC YARD OF WASHED DRAIN ROCK. 2. THE VAULT SHALL BE A PRECAST CONCRETE VAULT SIZED TO MEET THE CLEARANCE REQUIREMENTS SHOWN ON DETAIL #6 -5. 3. REMOVABLE DOORS SHALL BE A MINIMUM OF 6' -0" X Y -0" DIAMOND PLATE HINGED LOCKING DOORS, WITH HINGES LOCATED AT EACH END OF OPENING. DOORS SHALL HAVE AN H -20 LOAD RATING IN AREAS THAT ARE SUBJECT TO VEHICLE TRAFFIC. DOORS SHALL BE SPRING LOADED WITH OPEN POSITION L'YCK. 4. A GALVANIZED LADDER SHALL BE SET INSIDE THE VAULT FOR ACCESS INTO THE VAULT. IT SHALL BE SECURED TO THE VAULT WITH 1/2" DIA. BOLTS EPDXIED TO THE VAULT LID AND FLOOR. 5. A BILCO LADDER UP SAFETY POST MODEL NO. 2' SHALL BE ATTACHED TO THE LADDER STEPS. CITY OF YELM DEPT. OF PUBLIC WORKS WATER VAULT DETAILS APPRO�VEIL, DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-4.2 DES. DWN. . DATE fo�_TP ES JEG 4/2007 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THE "ACCEPTED PROCEDURE AND PRACTICE IN CROSS - CONNECTION CONTROL" MANUAL, OF THE CROSS - CONNECTION CONTROL COMMITTEE. PACIFIC N.W. SECTION OF THE A.W.W.A., MAY 1990, 5TH EDITION MANUAL OR CURRENT ADDITION. 2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, LATEST EDITION. 3. UPON4 INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACIGFLOW ASSEMBLY TESTER, WHO SHALL PROMPTLY FORWARD THE TEST RESULTS TO: THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO OCCUPANCY. 4. DOUE3LE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES. 5. ALL IELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE ELECTRICAL INSPECTOR. 6. DDCVA MUST BE PURCHASED AS A UNIT. NO MODIFICATIONS TO ASSEMBLY ARE ALLOWED. 7. WATER METER SHALL BE A ROCKWELL SR -2 /CF OR AN APPROVED EQUAL, READING IN CUBIC FEET. 8, PIPE SUPPORTS SHALL BE RUST - PROTECTED WITH ALUMINUM PAINT. 9. THE F IRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 15 FEET OF A FIRE HYDRANT BUT NOT LESS THAN 10 FEET. 10. WHEN DDCVA IS LOCATED WITHIN A BUILDING, THE BALI. DRIP SHALL DRAIN TO THE NEAREST APPROVED CATCH BASIN. 11. A 2" BLOWOFF ASSEMBLY IS REQUIRED WHEN THE DOUBLE DETECTOR CHECK VALVE ASSE -MBLY IS LOCATED FURTHER THAN 18' FROM THE LOOPED WATER LINE SUPPLY. CITY OF YELM DEPT. OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE NOTES . AAPPPPRROV DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-4.3 DES. DWN. CKD. DATE ES JEG TIP 4/2007 375 370 365 360 355 350 345 96 N U U N a a IaJ W W a a 2�j i5F SCALE: 1"=20 FEET z 4NI 10 20 40 un Z O N Z (V N II } m } m VERTICAL DATUM °w m °w NGVD '29 U W Z ° ° U ° N 00 �0 N� w0 �op ~ Lu <m h>0 a Ill >0 ?1r0 wZuj �QO Q W 2 a N �a �W o a� �0 W U NOVEDIOR CONSTRUCTION BY: _ DATE: % OiD DIREC aF} 4 P-u c W=S A-1 APPROVAL EXPIRES: 7 J a Z Q a 0 W X w w w W Q 1) W I- Q 0 V • cn z A� z Y/ z c or v _ ' uj W � � z •1 n 3 ce J Jq ii � a JOB NUMBER 14006 DRAWING NAME 14006_WTPP1 C4.2 9 OF 13 METER Box ---�- 1 1/2 " -2" POLYETHYLENE L LINE B BALL VALVE L A " - 1 1/2 " -2" MALE L ADAPTER I B 2 RESILENT ( BALL VALVE I WEDGE GATE VALVE C CHECK VALVE SERVICE SADDLE 3 30" I R ROMAC 202S OR 27. SLOPE TO BOX 48" TO CENTER OF Box a CURB C CHECK VALVE 14 GAUGE B BALL VALVE INSULATED : : a COPPER • •.7•. ' TONING WIRE�•`Q '-'' ' �:: ' '''•v .'. M METER WRAPPED 1 1 1 /2" - - B1 1--666 R REST AROUND THE 2 2" - - B11 -777' PIPE (SEE 1 1 1/2" - C C86 - 66 GENERAL 2 2" -- C C86 - 77 NOTES N0. F FORD PACK, JOINT 7) I C CORPORATIO STO TYPE B 1 17" ITVV PLASTIC LINE (USE 200 6Y -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) FORD BALL VALVE WITH PACK JOINT & FEMALE 1 1/2 " -2 "' MALE I.P. THREADS NIPPLE SERVICE SADDLE NDTE CITY OF YELM, WASHINGTON 1. STAINLESS STEEL INSERTS REQUIRED- FOR ALL DEPT. OF PUBLIC WORKS PACK JOINTS„ 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1/2 TO 2' .GASKET AND L.P. THREADS. METER � � � � (� 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2 " - FORD VSH 76 -15813 OR EQUAL 2" FORD VON 77- -15817 OR EQUAL APPRO DWG. NO. 4. ALL 1 1/2" AND 2 SADDLES WILL BE "-`" -- - 2 TAPS WITH BRASS 2 NIPPLE AND PUBLIC WORKS DIRECTOR DATE 6-3 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING DES. DWN. CKD. DATE ES JEG 7P 4/2007 LTV V 3" KUPFERLE #77 OR APPROVED EQUAL --- 2" GALV. PLUG -.-- --2" SLEEVE COUPLING 18" VALVE BOX TOP -»-- -- 8--10 CONCRETE METER BOX WITH METAL LID STRAP 2" CORPORATION STOP FIRE LINE 2" GATE VALVE WITH 2." OPEN •1•+ -24' VALVE BOX BOTTOM 2" GALV. PIPE 2" ST. ELBOW GALV_ CITY OF YELM DEPT. OF PUBLIC WORKS 2 INCH BLOW -OFF ASSEMBLY APPR DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-4.1 DES. DWN. CKD. DATE ES JEG TP 4/2007 CEMENT CONC. SIDEWALK OR FINISHED GRADE .io Z////6'X3' OPENING PER NOTE #3 ADJUST TO MATCH WITH CONC. COLLARS -- FINISHED GRADE, SEAL INTERIOR WITH MORTAR. YY L. l 4QDa LADDER SLOPE VAULT TO BE PLACED LEVEL WITH SLOPING FLOOR ul� PRECAST CONC. VAULT (UTILITY VAULT CO. OR APPROVED EQUAL) '�. MEGA LUG RING SECURED AGAINST VAULT WALL 1. IN AREAS OF HIGH GROUNDWATER A 1/4 HP SUMP PUMP SHALL BE INSTALLED IN THE SUMP PIT OF THE VAULT. IT SHALL BE WIRED PER WASHINGTON STATE ELECTRICAL CODE AND INSPECTED BY AT STATE ELECTRICAL INSPECTOR. THE DISCHARGE PIPE SHALL BE CONNECTED TO THE NEAREST APPROVED ON -SITE STORM DRAINAGE STRUCTURE OR DRAIN TO DAYLIGHT. WHERE NO GROUNDWATER IS PRESENT USE A 2 "0 DRAIN HOLE WITH 1/4 CUBIC YARD OF WASHED DRAIN ROCK. 2. THE VAULT SHALL BE A PRECAST CONCRETE VAULT SIZED TO MEET THE CLEARANCE REQUIREMENTS SHOWN ON DETAIL #6 -5. 3. REMOVABLE DOORS SHALL BE A MINIMUM OF 6' -0" X Y -0" DIAMOND PLATE HINGED LOCKING DOORS, WITH HINGES LOCATED AT EACH END OF OPENING. DOORS SHALL HAVE AN H -20 LOAD RATING IN AREAS THAT ARE SUBJECT TO VEHICLE TRAFFIC. DOORS SHALL BE SPRING LOADED WITH OPEN POSITION L'YCK. 4. A GALVANIZED LADDER SHALL BE SET INSIDE THE VAULT FOR ACCESS INTO THE VAULT. IT SHALL BE SECURED TO THE VAULT WITH 1/2" DIA. BOLTS EPDXIED TO THE VAULT LID AND FLOOR. 5. A BILCO LADDER UP SAFETY POST MODEL NO. 2' SHALL BE ATTACHED TO THE LADDER STEPS. CITY OF YELM DEPT. OF PUBLIC WORKS WATER VAULT DETAILS APPRO�VEIL, DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-4.2 DES. DWN. . DATE fo�_TP ES JEG 4/2007 "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THE "ACCEPTED PROCEDURE AND PRACTICE IN CROSS - CONNECTION CONTROL" MANUAL, OF THE CROSS - CONNECTION CONTROL COMMITTEE. PACIFIC N.W. SECTION OF THE A.W.W.A., MAY 1990, 5TH EDITION MANUAL OR CURRENT ADDITION. 2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, LATEST EDITION. 3. UPON4 INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACIGFLOW ASSEMBLY TESTER, WHO SHALL PROMPTLY FORWARD THE TEST RESULTS TO: THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO OCCUPANCY. 4. DOUE3LE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES. 5. ALL IELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE ELECTRICAL INSPECTOR. 6. DDCVA MUST BE PURCHASED AS A UNIT. NO MODIFICATIONS TO ASSEMBLY ARE ALLOWED. 7. WATER METER SHALL BE A ROCKWELL SR -2 /CF OR AN APPROVED EQUAL, READING IN CUBIC FEET. 8, PIPE SUPPORTS SHALL BE RUST - PROTECTED WITH ALUMINUM PAINT. 9. THE F IRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 15 FEET OF A FIRE HYDRANT BUT NOT LESS THAN 10 FEET. 10. WHEN DDCVA IS LOCATED WITHIN A BUILDING, THE BALI. DRIP SHALL DRAIN TO THE NEAREST APPROVED CATCH BASIN. 11. A 2" BLOWOFF ASSEMBLY IS REQUIRED WHEN THE DOUBLE DETECTOR CHECK VALVE ASSE -MBLY IS LOCATED FURTHER THAN 18' FROM THE LOOPED WATER LINE SUPPLY. CITY OF YELM DEPT. OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE NOTES . AAPPPPRROV DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-4.3 DES. DWN. CKD. DATE ES JEG TIP 4/2007 375 370 365 360 355 350 345 96 N U U N a a IaJ W W a a 2�j i5F SCALE: 1"=20 FEET z 4NI 10 20 40 un Z O N Z (V N II } m } m VERTICAL DATUM °w m °w NGVD '29 U W Z ° ° U ° N 00 �0 N� w0 �op ~ Lu <m h>0 a Ill >0 ?1r0 wZuj �QO Q W 2 a N �a �W o a� �0 W U NOVEDIOR CONSTRUCTION BY: _ DATE: % OiD DIREC aF} 4 P-u c W=S A-1 APPROVAL EXPIRES: 7 J a Z Q a 0 W X w w w W Q 1) W I- Q 0 V • cn z A� z Y/ z c or v _ ' uj W � � z •1 n 3 ce J Jq ii � a JOB NUMBER 14006 DRAWING NAME 14006_WTPP1 C4.2 9 OF 13 NOVEDIOR CONSTRUCTION BY: _ DATE: % OiD DIREC aF} 4 P-u c W=S A-1 APPROVAL EXPIRES: 7 J a Z Q a 0 W X w w w W Q 1) W I- Q 0 V • cn z A� z Y/ z c or v _ ' uj W � � z •1 n 3 ce J Jq ii � a JOB NUMBER 14006 DRAWING NAME 14006_WTPP1 C4.2 9 OF 13 DRAWING NAME 14006_WTPP1 C4.2 9 OF 13 r r 1 �i ri o 5 a a W a a w ck: � m � D � N f0 P O Z N C) Z W) N Z O N N II i= m m M W Z p W W CK O 0 La Z U Q U fA O o 20 0 N� r w0 it 2� ~ >O Jm g .:c La >O > a_ z rL ww �vc� Qw oM �Q o -V L wU U w J_ LL O w a 0 z Q z a J IL z O 0) z w X w w w w D z w > a w Q O U �p w� SIONAL EZ1G C/) Of N 99 AA ■c =D I Z Z Z W z W W Z C 3 ce J U a JOB NUMBER 14006 DRAWING NAME 14006_WTPP2 C4.3 10 OF 13 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 GREATER THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16-INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 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, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 6 - 4 4/07 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 CITYS 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 WATER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. - 2____� `� THRUST LOADS �- RECESSED HANDLE TYPE COVER ► ., . ;. ,v.\ 4C� \ 11 �} THROST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE T INLAND FOUNDRY 24L3 ~` I C ' PIPE 90` BEND 45' BEND 22-1/2' BEND 1 1 -1 4 BEND DEAD END 3' x 3' x 4" « - __ r_- 6 3 4 VALVE BOX WITH # '� DIAMETER / ' / . CLASS 3000 10" 8 3/4" "WATER" CAST I OR TEE CONCRETE PAD N LID � '' TOP � VIEW ��\ 4" t OR OFCO 910 I 3,600 2,000 11000 TOP !VIEW TOP !VIEW S00 2, 600 .:.:'.n.: -::•A. SECTION W 6" 81000 4,400 2,300 1,200 5,700 YE FINISHED GRADE ;' \`.: •;. L 821 14,300 7,700 4,000 2,000 10 100 , „ \ \ \, \\ a \i\ y , \ . • . .. 22,300 12,100 31100 OUTSIDE PAVED AREA ��r\,\i %�\% 6 ` \ %��i� \.`i ��' �"`�C��:`�i,,�`� f %�i =:; `tiy,,:: =' :1.::.::i \�l`� �.:Y� \� , ,ZOO 15,800 I ' , ° _' >�:'- :'';a.'.' ..; �& `,` 12" 32,000 17,400 $ 900 4 500 22 700 °' ' �` ' , > TRACER WIRE •E v t 0 OR 18" SIDE VIEW \/ \r i �SI � • � 1. � 14" 43,600 23,600 12,100 6,100 30,800 SEAL WITH AR4000W �---6" SDR 21 PVC PIPE SIDE VIEW \ ' SIDE VIEW 16" 57,000 30,800 15,700 7,900 40 300 �,•) w � N � CONFORMING TO ASTM TEE , 1 0, MCP v 3034. RISER PIPE TO BE GROSS GATE VALVE HORIZ. BEND CST PLUMB AND CENTERED iy �/ I I� OVER VALVE STEM. NOTES. I I R \ _ 3 �\ ;p.:.. i ..... I BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE v \- - -{- - %�':' - - 1- - - i \• AGAINST UNDISTURBED z I .::: -7 ' ( - - - -- - :A. EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE BALLAST ... I /r d I w VALVE STEM RISER yr. �' r�\i THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 0.5' CONCRETE CL 3000 REQUIRED WHEN MAX. OF 36 IS EXCEEDED � 1 - / 1 ` � i/��i /,rte %i• ��% Z, TO DETERMINE THE BEARING AREA OF THE THRUST BL (LENGTH VARIES} I \�� \ �`�''�\'�\ FEET (S.F.): BLOCK IN SQUARE C) t INSIDE PAVED ROADWAY � ' TEE WITH CROSS WITH CROS -- _j ' .--- -- H S WITH PLUG OR CAP EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL PLUG PLUG PLUGS 32,000 Les 3000 LB /S.F. = 10.7 S.F. OF AREA 3 CH BOTTOM `•`~`r�� /��f�� \� \�i NOTE: TRENCH %� AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIEID OFF AT VALVE BODY, %�'�' = ~` GATE VALVE SHOWN- SIMILAR 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. d. ALL CONDITIONS OF SERVICE. VALVE STEM EXTENSION LEGEND SAFE SOIL BEARING LOADS 450 g00 FOR HORIZONTAL. THRUSTS WHEN THE DEPTH (D VALVE OPERATING NUT -OR 1 7/8" VERTICAL BEND OF COVER OVER THE PIPE EXCEEDS ' 2 FEET X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT, CITY OF YELM WASHINGTON SAIL POUNDS PER CITY OF YELM, WASHINGTON SQUARE FOOT CITY OF YELM, WASHINGTON (D 3/16" Thk X 5 1/5" OIA STEEL DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS DEPT, OF PUBLIC WORKS GUIDE PLATE WELDED 'TO RISER NOTES: MUCK, PEAT 0 SHAFT. STANDARD I. CONCRETE THRUST BLOCKING TO BE STANDARD SOFT CLAY 11000 O 2 "X2 "X 3/16" SQUARZ STRUCTURAL POURED AGAINST UNDISTURBED EARTH. DETAIL. SAND 2,000 THRUST LOADS STEEL TUBING TO FIT OPERATING VALVE BOX BLOCKING NUT, LENGTH AS REQUIRED, 2. PLASTIC BARRIER SHALL BE PLACED BE- SAND & GRAVEL 31000 APPROV TWEEN ALL THRUST BLOCKS &'y FITTINGS. A17PRO ^� SAND &GRAVEL 4,pp0 �__r,_� DWG. NO. DWG. No_ owc. Lao. A,..P NOTE: l.\`��. ---"-- 3. ANCHOR REBAR SHALL BE 5/$ MINIMUM -�� CEMENTED WITH U `"`� ALL WELDS TO SHAFT PUBLIC WORKS DIRECTOR DATE 6--1 1 DIAMETER. PUBLIC WORKS DIRECTOR DATE 5 -13 CLAY PUBLIC WORKS DIRECTOR DATE 6-14 SHALL BE 1/4 FILLET WELD ALL AROUND, DES. DWN. CKD. DATE DES. DWN. CKD. DATE HARD SHALE 10,000 DES. DWN. CKD. DATE ES JEG TP 4/2007 ES JEG TP 4/2007 ES JEG TP 4/2007 • • , • • RESTORATION DEPTH a `;' TRACE TAPE 12 TO 18° UNDER VARIES THE FINAL GRADE Q3 4 PLAN O 0 TRENCH BACKFILL TRACER WIRE (SEE GENERAL 6" MIN. • SEE NOTE 1, 2, 3 WATER NOTES NO. 7) . 6., $ TOP V!E' w + 6" MIN. •. + 4 w Y d A. 2 3 • + �... -' `. �'• • - - � a. + - +• 1.--- BEDDING 6 "MIN. TERIAL j� j� j� j� j� \ f EX1ST'G EE NOTE 4 Z GROUND TEST COCKS RESILIENT SEATED ,\\ ,\\ . \\ .\\ .\\ .� \�\ .\ \/ J ,\\ .. , • * 3.. (4 REO'D•) 6" MIN. SHUTOFF VALVES 8" MAX. (2 REQ`D.) 3° UNDISTURBED SOIL 4 8 4 2 :- PLASTIC 2 OR ONCIRI =T B E OX PROFILE B + NOTES, 3' MIN. UNIONS 1 1 • A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 7 12" MIN. NO GALVANIZED ;, . :• PIPE ON INLET SIDE 6" MIN. 2. NATIVE BACKFILL SHALL CONSIST. OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR TI; r. •'.':""•..a'c:.' •' �:.. ••=• '..i tip' irks +. ::_ •:a ..ham _• �.,_ MATERIAL. IT SHALL ESSENTIALLY FREE FROM VARIOUS TYPES BE E5 NTIA Y ES F W -raw _ fw i• 1;� _ -+ -� ==w :, �' 0 WOOD WASTE OR OTHER:; OF AssEMBLY. PLASTIC OR CEMENT EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH 4 CHARACTERISTI CS OF SIZE AND VEy METER BOX SHAPE THAT IT WIL L COMPACT READILY COMPACT. _ " -'::" :.: ''�t` �"" a"� ` �' : '�1:':. ,': ' -��" ` " _ ; �. `• _;"_-.; � =. �, .} .y •, " ` •�rt_' ,. -``-.`'x,, ' .-',`". ' 1`, � '; '' �•-". , ." . - �z� . •::r: K-•-. �: ._.:�,- o Ooo O °o o g ��o � q 0o 0 o O o 0 ot o J. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENE M FLOW °Q 00 e o °ate �► A�P qo oe4 0 � o D S0 THAT THE AXIM AGGREGATE SHALL IS 6-INCHES. p pob Cb G C� r7 (BELOW GROUND INSTALLATION) GRAVEL L 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTLITiONS WILL NOTE. ALL ITEMS SHALL COMPLY KITH THE FOLLOWING. 12 MIN. BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. TO BUILDING OR • GRAVEL BASE 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL MATERIAL LIST: 12" THICK IRRIGATION SYSTEM - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH GROUND. SHALL MEET THE WSOOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED, 1, SERVICE LINE - DESIGNED FOR BACK SIPHONAGt AND BACK PRESSURE. 2. 90° BEND - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER 3, UNIION - NO GALVANIZED PIPE BEFORE ASSEMBLY 4. NIPIPLE 5, SHOT -OFF VALVE CITY OF YELM, WASHINGTON CITY OF YELM WASHINGTON VI - THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON 6. CHECK VALVE (D.S.H.5. APPROVED) , THE GROUND PROVIDED ALL CLEARANCES ARE MET. AREA SUBJECT TO FLOODING. - DO NOT INSTALL IN AN AREA OF PUBLIC WORKS DEPT. OF PUBLIC WORKS 7, RELIEF VALVE DEPT. OF PUBLIC WORKS - VALVE SHALL BE PROTECTED FFZOM FREEZING g_ TE�)TS COCKS CONDITIONS. DOUBLE CHECK VALVE TYPICAL WATER MAIN 9. DRAIN TO DAYLIGHT REDUCED PRESSURE 10.PLUGS IN TEST COCKS BACKFLOW ASSEMBLY - THE BACK FLOW ASSEMBLY SHALL BE A CURRENT ASSEMBLY 2" AND SMALLER TRENCH & BEDDING GENERAL NOTES: FOR 2" OR SMALLER WASHINGTON STATE DEPT. NEAt7N APPROVED MODEL A. THOROUGHLY FLUSH LINES PRIOR. TO INSTALLATION. A PLUMBING PERMIT IS REQUIRED, APPROV APPRO DWG. NO. B. DIAMETER OF PIPE AND FITTINGS = A DWG. N0. DWG. NO. l C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.1 10 PUBLIC WORKS DIRECTOR DATE 6-16 r 6 PUBLIC WORKS DIRECTOR DATE I S FOR FURTHER INFORMATION. PUBLIC WORKS DIRECTOR DATE 6-17 DES. DWN, CKD. DATE D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. DES. DWN. CKD, DATE DES. DWN, CKD. DATE KR JEG TP 4/2007 ES JEG TR 4/2007 KR JEG TP 4/2007 PRO F R CONSTRUCTION By • • - DATE: ^% D DIRECT( OF Pu C 1I MG APPROVAL EXPIRE&: I1144 p 467 U W W Aa Aa t7S T!S 41 Mee c� Ln w Z N fn N Z } } m m W M D Z W `w W Ck: U O Q tO 3 00 M 0 C4 w0 *0) ~ >0 �0 lu CL g aw >� ZOO wZ >aa Qw ga'y H Q o M 0 W" �0 U J H 0 Z Q W 0 Z w Q • , A / -A JOB NUMBER 14006 DRAWING NAME 14006_WTDT1 C4.4 11 OF 13 LLJ Ot N ■m BIN F 00 -is, z c z a ■� v C W CD Z W W Z_ D D Z�Z o�a 3 COT Cam. a JOB NUMBER 14006 DRAWING NAME 14006_WTDT1 C4.4 11 OF 13 SPLICE TO EXISTING 14 GAUGE TONING FINISH WIRE GRADE 11 0 C TO STEP TANK j CONNECT TO EXISTING PVC SERVICE LINE 20-4m KBI BALL VALVE, SL X SL 2 "-+!L CHECK VALVE INSTALLATION NOTE: ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH 1' SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14198 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ °SEWER" (USE IN NON- TRAFFIC AREAS) [14 GA. OF HEAVY INSULATED COPPER TONING WIRE ALL TONING WIRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE FINISH GRADE- STEP MAIN D 2 "4m SCHEDULE 1 40 PVC SWP PVC SWING CHECK VALVE SL x SL 20-= KBI BALL VALVE. SL x SL 2 "4= PVC NIPPLE, SL x SL - 2 "�= x MAIN DIA. PVC REDUCING TEE SL x SL x TH OR PIPE SADDLE - USE 1" UNION TO CONNECT TESTING APARATUS FOR PRESSURE TESTING 18" MIN RISER HEIGHT TYPICAL WITH INLET TEE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 2" SERVICE CONNECTION APPROVED DWG. NO. k t-- 7 -1 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. ATE JY JEG TP 4/2007 ?VICE FIBERGLASS LID WITH STAINLESS STEEL AND NEOPRENE GASKET 1" DIA PVC HOSE AND VALVE ASSEMBLY ORIENT BALL VALVE AS SHOWN. BALL VALVE SHALL BE WITH 12" BELOW LID 30" DIA. RIBBED PVC RISER WITH NEOPRENE GROMMETS N I� LIQUID LEVEil 5" ALARM 5" ON OFF uo 5" REDU NDANT OFF 4"0-/ Z ORIFICE t rn N -TONING WIRE - INSTALL IN RISER EFFLUENT DISCHARGE 2 --PART EPDXY, USE ORENCO RISER TANK ADAPTOR FOR CONCRETE TANKS 1" PVC FLOAT ASSEMBLY AS SET BY CITY OF YELM 1 -1/4" DIA. INLET HOLES AROUND PERIMETER OF VAULT 4" DIA. PVC FLOW INDUCER PVC BIOTUSE ALL NON - TRAFFIC BEARING TANKS TYPE COMPACTION COMPACTION REQMNTS, OTHER REQUIREMENTS LEAVE SUFFICIENT - 4" CRUSHED SURFACE WIRE TO ALLOW FOR THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 PUMP REMOVAL INSTALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET THE ELECTRICAL SPLICE BOX WITH CORD GRIPS INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE ALL CONNECTIONS SHALL BE MADE WITH TYPICAL STEP INSTALLATION. HEAT SHRINK BUTT CONNECTORS 21" OR 24" PVC A.C. PAVEMENT RISER W /LID SLOPE GROUND AWAY FROM RISER 14 GAUGE OF 10" FROM TOP OF RISER TO LC INSULATED OF ELECTRICAL CONDUIT TONING WIRE DIMENSIONS SHOWN. TYPICAL " "�' SLOPES SHALL MATCH INSTALL IN 6. The contractor shall be fully responsible for th location and CONCRETE SURFACE 3/4" EY CONDUIT SEAI RISER - o z CONCRETE THICKNESS ELECTRICAL CONDUIT TO- TEXTURE. AND GRADE. AND TWO COMPLETE RIS. ERS OSECOND L HYDROSEED/ PLANTINGS NATIVE BACKFlLL POWER SOURCE LAWN /LANDSCAPE OVER 4" MIN. TYPE A tracer tape, installed 12" to 18" under the proposeif NOOTH do CONSISTANT c STANDARD - I INLET TEE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 2" SERVICE CONNECTION APPROVED DWG. NO. k t-- 7 -1 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. ATE JY JEG TP 4/2007 ?VICE FIBERGLASS LID WITH STAINLESS STEEL AND NEOPRENE GASKET 1" DIA PVC HOSE AND VALVE ASSEMBLY ORIENT BALL VALVE AS SHOWN. BALL VALVE SHALL BE WITH 12" BELOW LID 30" DIA. RIBBED PVC RISER WITH NEOPRENE GROMMETS N I� LIQUID LEVEil 5" ALARM 5" ON OFF uo 5" REDU NDANT OFF 4"0-/ Z ORIFICE t rn N -TONING WIRE - INSTALL IN RISER EFFLUENT DISCHARGE 2 --PART EPDXY, USE ORENCO RISER TANK ADAPTOR FOR CONCRETE TANKS 1" PVC FLOAT ASSEMBLY AS SET BY CITY OF YELM 1 -1/4" DIA. INLET HOLES AROUND PERIMETER OF VAULT 4" DIA. PVC FLOW INDUCER PVC BIOTUSE ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. PIPE O.D. W BACKFlLL SEE RESTORATION TABLE MAINTAIN SIDE. SLOPE AS STEEP AS POSSIBLE SEWER LINE PIPE BEDDING FOR FLEXIBLE PIPE - PIPE O.D. RESTORATION TABLE 1 %--SUBMERSIBLE EFFLUENT TYPE COMPACTION COMPACTION REQMNTS, OTHER REQUIREMENTS ORENCO TURBINE -i -0RWM 4" CRUSHED SURFACE P.10 0511 OSI PUMP WITH THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 S.O. POWER CABLE AND INSTALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET THE 1/8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. 50" ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. PIPE O.D. W BACKFlLL SEE RESTORATION TABLE MAINTAIN SIDE. SLOPE AS STEEP AS POSSIBLE SEWER LINE PIPE BEDDING FOR FLEXIBLE PIPE - PIPE O.D. RESTORATION TABLE 1 SURFACE BACKFILL/ COMMENTS/ TYPE COMPACTION COMPACTION REQMNTS, OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFlLL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 959. ANT `100TH di [TING 55" D -3 2 50" WITH EXISTING A.C. PAVEMENT 3" MIN. GRADE B A.C. PAVING OVER 4" CRUSHED SELECT BACKFlLL C FINISH ROADWAY TO FINISH TO ALL EXISTING OVER GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% GRADES AND CURBS DIMENSIONS SHOWN. TYPICAL " "�' SLOPES SHALL MATCH STEP 6. The contractor shall be fully responsible for th location and CONCRETE SURFACE MATCH EXISTING SELECT BACKFlLL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 957 TEXTURE. AND GRADE. AND TWO COMPLETE RIS. ERS OSECOND L HYDROSEED/ PLANTINGS NATIVE BACKFlLL FINISH GRADE SHALL BE LAWN /LANDSCAPE OVER 4" MIN. TYPE A tracer tape, installed 12" to 18" under the proposeif NOOTH do CONSISTANT The marker shall be plastic non - biodegradable, me TOP SOIL COMPACT TO eSX NTH EXISTING GRADE metal detector. In addition,step systems and force sins shall NATIVE BACKFlLL MOUND BACKFlLL UNIMPROVED SUFACE NIA COMPACT TO 857. 2" ABOVE EXISTING wire shall be furnished by the contractor. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE GRADE do SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE '- DES. DWIN. CKD. DATE JY JEG TP 4/2007 ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. FINISHED GRADE WATER TIGHT LID 21 "0 MIN.PVC RISER I I WITH WATER TIGHT Z I PUMP VAULT RISER LID �- 14 GAUGE TONING 14 GAUGE TONING I 0 I WIRE TO SERVICE WIRE TO SS CO N 1 BOX �1 -{ I I 1 V -1 I I 2 PART USE ORCNO 1 I TANK TO RISER I I ADAPTER FOR N I I- CONCRETE TANKS I 1 4 "0IORFICE I 1 I PUMP ASSEMBLY, SEE I I �� 4� �� 1 DWG. NO. 7 -9 Q I V -2 `BAFFLE rn (NOTE 1) N 2/3 VOLUME 1 3 VOLUME 6" MIN BEDDING VARIES NOTES 1500 GAL 3000 GAL 4500 GAL D -1 2 60" 72" 72" D -Z 2 43" 55" 55" D -3 2 50" 62" 62" V -1 400 GAL 600 GAL JEG V -2 1 1100 GALI 2400 GAL DIMENSIONS SHOWN. NOTES FROM . HOUSE ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINE[) BY THE YELM SEWER DEPT. CITY OF YELM YELM DEPT. OF PUBLIC WORKS TYPICAL 1500, 3000, 4500 CALLON STEP TANK /PUMP 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED CITY OF YELM struction. PUBLIC WORKS DIRECTOR DATE AS A TRIPLEX PUMP VAULT. DEPT. OF P IC W IRKS 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF JEG 1 4/2007 JEG DIMENSIONS SHOWN. TYPICAL " "�' representative shall be present at the time of the STEP 6. The contractor shall be fully responsible for th location and ''' II verify all utility locations prior to construction by calling the tank. STEP Tanks 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS TANK INSTALLATION a AND TWO COMPLETE RIS. ERS OSECOND L SDR 35 with flexible gasketed or solvent weld joints. 8. All plastic pipe and services shall be installed BOATS AND ONE PUMP. THE AU�NTAINS tracer tape, installed 12" to 18" under the proposeif subgrade. The marker shall be plastic non - biodegradable, me I core or CONTAINS TWO PUMPS. APP` 'D metal detector. In addition,step systems and force sins shall DWG,' N0. wrapped around all plastic pipe, brought up and tied off at -' Tape shall be Terra Tape "D" or approved equal. Th tape and wire shall be furnished by the contractor. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE with continuous tracer tape installed 12 "above the buried power. 7" 9 core THREE RISERS AND LIDS. PUBLIC WORKS DIRECTOR DATE the backfill material shall be required in accordance with the above mentioned specification (See note 1). DES. DWN. as approved by CKD provided by placement and compaction of 2 inch minimum cspholt concrete cold mix. Contractor shall be responsible ior JY JEG u� TP FDATE 4/2007 during construction to prevent infiltration of existing and FROM . HOUSE ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINE[) BY THE YELM SEWER DEPT. CITY OF YELM YELM DEPT. OF PUBLIC WORKS TYPICAL 1500, 3000, 4500 CALLON STEP TANK /PUMP TANK APPROVED DWG. NO. 1 ` tjw...�_- struction. PUBLIC WORKS DIRECTOR DATE 7-11 DES. DWN. CKD. DATE JY JEG 1 4/2007 EDGE t HOUSE 2' 2' -0' TAIL ABOVE GROUND- STANDPIPE PVC C.O. DOUBLE SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL FORM CONDUITS TO POST OR CHANNEL. SEE TYPICAL PUMP CONTROL 0 PANEL DETAIL DRAWING #6_ I-o� PVC CONDUIT ATTACH CONDUIT TO- POST WITH STAINLESS STEEL TWO HOLE STRAPS TO NEW ELECTRICAL PANEL 12" DIA, FINISHED GRADE 30 "0 RISER PUMP CONTROL PANEL /16- 4 "x$" PRESSURE TREATED POST to CONCRETE EXISTING GROUND TO STEP TANK N � CITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLATION APFZSL� DWG. NO. PUBLIC WORKS DIRECTOR DATE 4 DES DWN. CKD. DATE JY JEG TP 4/2007 ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWDOWN ON TO OFF) 6" LEAD ON /OFF (4.5" DRAWDOWN ON TO OFF) 6" d LOW LEVEL ALARM a D REDUNDANT OFF to 000 ¢>- 0 zM 25" w J 6" MIN. BEDDING WATER TIGHT CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, ETC.) REQUIRE SERVICE BOXES (CARSON OR RICH) EXISTING GROUND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER LINE (TYP) (3034) 2% SLOPE TO TANK-? FERNCO COUPLING OR APPROVED EQUAL N iV TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM D6TANCE #12 AWG COPPER 150 FEIET #10 AWG COPPER 250 FEET' #8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFOIRMATION). TO SILENCE ALARM PUSH L1014T. FOR SERVICE CALL .360-4W-8411 CITY OF YELM 5" CENTERED ON PANEL FROM POWER SOURCE NOTE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DC -CAL - SEE SPECIFICATIONS BOLD 18PT. LETTERING `- PADLOCK WITH COMMON KEY F1.IRNISHED BY THE CITY OF YELM �- AILARM LIGHT AND SILENCE BUTTON 1 "C, 8 - #12 TO STEP TANK - SIMPLEX 1'2 "C, 1S-#12 TO STEP TANK -DUPLEX 112 11C, 1 y - #12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL APPROVED - . , DWG. NO. of Yelm shall be obtained by the contractor prior to the start of c struction. 3. If construction is to take place in the County PUBLIC WORKS DIRECTOR DATE required DES, DWN. 4. A preconstruction meeting shall be held with tie CKD. DATE JY JEG of 48 hours in TP 4/2007 ? FIBERGLASS LID WITH STAINLESS STEEL co BOLTS AND NEOPRENE GASKET 5' MIN (TYP.) FINISH GRADE NATIVE 14 GAUGE COPPER GRADE TONING WIRE, 2' -0" TAIL INTO RISER CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT - A-- P-P�RO -VEp DWG, NO. t,1-�' -� PUBLIC WORKS DIRECTOR DATE 7-14 DES. DWN. CKD. DATE JY JEG TP 4/2007 TOP OF STEP TANK BAFFLE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION APB- DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JY JEG TIP /2007 -1"±1 /4' ALL LIDS 2' MIN r P, SLOPE TO NAn GRADE �, ) PVC RISER, ORENCO SYSTEMS. INC., OR EQUAL \--- ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON- TRAFFIC BEARING; TANKS) NOTE: RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS, RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS, CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. CKD. DA JY JEG TP 4/2007 GENERAL NOTES (SANITARY SEWER MAIN INSTALLATIr N) 1. All workmanship and materials shall be in acc rdance with City of Yelm standards and the most current copy of tie State of Washington Standard Specifications for Road, Bridge and Municipal Construction (WSDOT /APWA). qualified installers, 2. All approvals and permits required by the City of Yelm shall be obtained by the contractor prior to the start of c struction. 3. If construction is to take place in the County ight -of -Way, the contractor shall notify the County and obtain all th required approvals and permits. in such a manner 4. A preconstruction meeting shall be held with tie City of Yelm P rior 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 ap. 6. The contractor shall be fully responsible for th location and protection of all existing utilities. The contractor sh II verify all utility locations prior to construction by calling the tank. STEP Tanks Underground Locate Line at 1- 800 - 424 -5555 a minimum of 48 hours prior to any excavation. a 7. Side sewer services shall be PVC, ASTM D 30 SDR 35 with flexible gasketed or solvent weld joints. 8. All plastic pipe and services shall be installed Nith continuous tracer tape, installed 12" to 18" under the proposeif subgrade. The marker shall be plastic non - biodegradable, me I core or backing marked "SEWER" which can be detected by a standard metal detector. In addition,step systems and force sins shall be installed with 14 gauge OF direct bury copper wire wrapped around all plastic pipe, brought up and tied off at alve body. Tape shall be Terra Tape "D" or approved equal. Th tape and wire shall be furnished by the contractor. shall be 60" as 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 te provided by placement and compaction of 2 inch minimum cspholt concrete cold mix. Contractor shall be responsible ior maintenance as required. u� 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 w th the Manual on Uniform Traffic Control Devices (MUTCD) as require 14. It shall be the responsibility of the contractor to have a copy of these approved plans on construction site at all tinges. 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 n conformance with the above - referenced specification for testing Nater mains. (See note 1.) In addition, all STEP mains shall be pigged /cleaned in the presence of the City Inspect r 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 i failures as determined by subsequent testing and inspections. It shall be the contractor's responsibility to notify the City of elm for the required inspections. 18. Pump control panels shall be located on gars a wall or remote post, unless otherwise authorized by the City of Ye m. 19. In the event that the Department of Labor ani Industries or the city should require a separate "on -off" switch con olling power to the Pump Control Panel, said switch shall have locking cover model # 5031 -0 Rayntite Single Gang Weath proof Cover 1.406" diameter. M 20. Inspections for onsite STEP installations are rel ulred. A 48 hour notice to the sewer department is required pr to the inspection. Items needing inspection are: a) Tank installation, ie; bedding and location W � b) Tank infiltration, exfiltration test c) S.S. pressure test D 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 Spec addendum. 1. All STEP Tanks installed larger than 3000 gall ns 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 ith 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 si a '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 h using 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 MBYfP as mfg by Bryant for use with the cities portable auxiliary generator. 5. All STEP tanks less than 3000 gallon shall ha a one 4 "hole in the divider baffle centered at 20" above the floor of th tank. STEP Tanks sized at 3000 gallon shall have one hole in the di der baffle centered at 26 "above the floor of the tank. a 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. W 8. All 'Air Release, Vacuum Release and Combina ion Air Release /Vacuum Release valves shall be a model D -021 Combinatio Air Valve "MINI SAAR" sized according to the mfg. recommendation per p e size. 9. Minimum STEP Tank size shall be 1000 Gallon 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 Tans shall be 60" as measured from finished grade to the invert elevati of the inlet pipe to the tank. 12. STEP System shall meet Class 1 Division 1 st*dards. XP 0 D FOR CONSTRUCTION�7 BY* DATE: / �D . MWC OF 11BUC WORKS APPROVAL EXPIR '74, 7 /� a?i I?1 Z us a a W W a. W a u� W < � � N 0 so Z r- N 0 LO Z N N cV Z M m W m Z o W W � U Z Q D U o In 3 tO 0� o c� ~ Wo N *o� �W ~ J >0 m CL UJ >� ZLL Q0 0 LLJ QUJ ay w-1 r o H Q M O Q V � 0 W U J LU 0 0 Q `W r O Z I. W LU N SIONAL Ell N W o" c-4 9g F _C z C or °z I W z " W W Z C 3 s o U a JOB NUMBER 14006 DRAWING NAME 14006 -SWDT1 C4.5 12 OF 13 12 r I � t?i 5 a a W W CL a �F r r Q D r r N tD I� Z �' N 1Li N Z O N N II m m r r m °w m z Z o W Y W a: LLI Z Q U 0 U fn 3 m O� O M w p cV :w a� H ~ �o >O 9Qw >� ZL_LO _ ww w o oW �a o w V) J_ Q H w O O Z Q Z Q J a C) C6 W H S+IOWAL El1Cs LLj Of N =D I n r'tS N7 CID z 1.� Z Z c is)J C I W Z CN LLJ Z W x t/i 9i2 J V d JOB NUMBER 14006 DRAWING NAME 14006 —ECPL C5.1 13 OF 13 147246 COATES RD SE Street Light Wire &Conduit Table LOCATION WIRE CONDUIT Size in Design Length (ft) Size in Qty Design Length (ft) BENDS Hondhole from to 900 450 220 110 XR1 H H 1 #6 154' 2 1 144' 3 2 559626 - 147246 GREEN OCT CONCRETE H H 1 HH2 #6 115' 2 1 105' 2 559625 - 147262 GREEN OCT CONCRETE 25' HH2 SL3 #6 5' 2 1 5' 2 2 GREEN OCT CONCRETE 25' 6' HH2 HH3 #6 170' 2 1 160' 2 GREEN OCT CONCRETE 25' 6' 102W HH3 SL4 #6 5' 2 1 5' 2 H H 1 HH4 #6 60' 2 1 50' 2 HH4 S L2 #6 1 5' 2 1 5' 2 2 HH4 HH5 #6 170' 2 1 160' 2 HH5 SL1 #6 5' 2 1 5' 2 HH6 S #6 5' 2 1 5' 2 TOTAL #6 UG TPX = 694' TOTAL 2" CONDUIT = 639' Street Light Table STREETLIGHT HANDHOLE TABLE Site Pedestal or H;andhole Number of Positions Required 3 3 3 3 Remarks H H 1 Handhole HH2 Handho/e HH3 Hondhole HH4 Handho/e Site # Station Offset ORDER# POLE "Flagging Required" 105078482 LUMINAIRE TUNE WO# 105078482 105078482 105078482 105078482 SCH 51 51 51 51 Total Conn Load 120V/240V 120V/240V 120V/240V 120V/240V Grid # IntoLight Tag # Type Mtg Ht. Arm Watts Style Tube Length Tube Diameter SLA 559626 - 147246 GREEN OCT CONCRETE 25' 6' 102W LED CHFL 5' 18" SL -2 559625 - 147262 GREEN OCT CONCRETE 25' 6' 102W LED CHFL 5' 18" SL -3 559625 - 147278 GREEN OCT CONCRETE 25' 6' 102W LED CHFL 5' 18" SL-4 559622- 147293 GREEN OCT CONCRETE 25' 6' 102W LED CHFL 5' 18" PM VlewDetW of street UgM Tube wire Entrance , Ertrancaslat Position 3' x tr waa entianoe ebt 45 degrees led o right from a line psrpendlo" to road. way through carter of tubs. STREET LIGHT TUBE DETAIL Poles that are W MH use 6' tube. COATES RD SE STREET LIGHT HANDHOLE "STUB" DETAIL NOT TO SCALE Backfill for Conduit - Soil that is free from debris, sharp rocks, and rocks larger than 10" in diameter. Backfill shall not damage the conduit. 12" Typical Excavateki Dirt Pile (6" Min) , Backfill for Conduit (See Definition Above) Electric Service Cable in Conduit 2" Schedule 40 (grey PVC INTOLIGHT STREET LIGHT NOTES ALL STREET LIGHTING PO ES ARE TO BE INSTALLED PER STANDARD 6375.4800 (page #2) IN THE, "LINE WORK PRACTICES MANUAL ". ALL POLES (WOOD, CONCRETE OR FIBERGLASS) ARE TO BE SET PLUMB AND EMBEDDED TO THE GROUND LINE MARKED ON THE POLE. BACKFILL AROUND POLE WITH 5/8" MINUS GRAVEL AND COMPACT IN 6" LIFTS. (PEA GRAVEL A D NATIVE SOILS ARE NOT ACCEPTABLE.) APPROXIMATELY 1 CU. Y9. OF 5/8" MINUS CRUSHED ROCK WILL BE REQUIRED. THE DEVELOPER IS REQU' RED TO SUPPLY AND INSTALL PLASTIC (NON PAPER) STREET LIGHT TUBES (MINIMUM 18" DIAMETER) TO AID IN THE INSTALLATION OF THE STREET LIGHTING POLES. THE DEVELOPER MUST ALSO UPPLY THE REQUIRED 5/8" MINUS GRAVEL AT EACH STREE LIGHT LOCATION. IN ALL SHOEBOX AND CO MUST BE LEVELED. DEVELOPER MUST SUPP LIGHT TUBE. TELCO STREET SCOPE OF PROJECT IS TO INSTAL PRE - INSTALLED STREET LIGHT TU THROUGH EXISTING CONDUIT. INSTALL STREET LIGHTS AS NOTE SHOWN. INSTALL INTOLIGHT TAG% ARE 18" DIAMETER. REFER TO SL CIRCUITRY TABLE F1 EAD INSTALLATIONS, THE LUMINAIRE DURABLE LID /COVER AT EACH STREET HT NOTES 4 UG FED STREET LIGHTS IN ES. INSTALL HH'S AND RUN WIR IN TABLE. ORIENT LIGHTS AS EXISTING STREET LIGHT TUBES R APPROX. WIRE LENGTHS. CUSTOMER INSTALLED EXISITING CONDUIT AND SONOTUBES. FLAGGING IS NOT REQUIRED. ❑ Street Lights Energized ❑ PSE Equipment LOCKED /SECURED & Work Area left in CLEAN /SAFE Condition. ❑ Grid, Cable, and Switch numbers INSTALLED & VERIFIED. ❑ Field Changes RED -LINED on As -built ❑ Material VERIFIED and CHANGES noted on Paperwork ❑ Company IDWs RECORDED in correct location on As -built ❑ Indicate correct FUSE SIZE on As -built & VERIFY Proper PHASE. ❑ Correct QC Checklist(s) reviewed. ❑ Deviations noted on the As -built and their reason. ❑ 1 certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. PLAT ENERGIZED YES ❑ NO ❑ Foreman's Signature Print Names PROJECT PHASE NOTIF# ORDER# PWR St Light Replacement Trenching Removal "Flagging Required" 105078482 CABLE TV PHONE Project Manager Contact Information: Mike Hammon 425 - 765 -1395 Cell Phone "Locates Required" Yes "Outages Required" Yes ❑ "Flagging Required" Yes Vicinity Map Seven Countv Street Atlas Guide P_a48 Grid C -2 C C CALL (800) 424-5: 2 BUSINESS DAYS BEFORE YOU C THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILIT kL ESTATE/EASEMENT 1PERMIT DAT 6/29/21 6/29/21 MAOP N/A Elect Ord( 1050784E PAGE 1/1 EASTHAVEN VILLA MEMORY CARE NEIGHBORHOOD 311 CULLENS STREET SE, YELM, WA •.V I r!� TF 6l-pa � ** ��tt7n']T ''��++ AA�nn 7.A CC UIM C11Y ERIS 1 AR �.Ilit.]xW41 U k y � SHRUB III SISE -EI: 1/1 /* N /\ / SHRUB R16.7' R26.0' LAWN SHRUB 6.5' BLS LAWN •• I LAWN a • X X - - - - I - _ / - - -- SIGN BY OTHERS I OFFSET FENCE AT THIS PARCEL LINE -3.01 -�� -X 828.3' \• R11.2' �, . e• ; • • R42. Q 3' •. : . •. - - - - - - - d .., A• -- - - -- -- •�5, .. i . a. 7-4 .,a .•.. ;, SHRUB - - -- :�' - - -- _/ - a i 6, . •' .. .. , -� � . SHRUB 6.0' -�' ' '. SHRUB . . , SHRUB A. • a R3.q' / (BIORETENTIO ;.a •..: . a o - -�--z- - _ N R5.1' R221 / / / / - - - - - - - a. RIO.O' PATIO ' a• \' I / fi8' / 1,0 TYPE I E061N6 AT SHRUB BEDS, TYP. (5EE INSTALLATION SPECS, SHEET 2) SHRUB 5.4' INSTALL FENCE AT FARCE LINE, THI5 5112E LAWN PATIO -�- INSTALL FENCE AT WALK I�.1�' I / / 5TORMWATER ' I I I \ Jc, n• / / INFILTRATION SHRUB II R4.0' 4.0' 4 FT. GATE INFILTRATION SEE SPECS 113' I •' Q / . • : .. LAWN • I - ♦ Q. / RI-1.4' SHRUB • . • + / R20 0' (BIORETENTION) / • +. / ' SHRUB _ R6.0' 5' WALK, TYP. INSTALL FENCE AT PARCEL LINE, THIS SIDE --./// 6.0 FT. HT. METAL PICKET FENCE, TYP. 5EE SPECFICATION5 THIS SHEET 4.0' ♦ O 0 SHRUB • NEW BUILDING PATIO �- &AZE60 5TRUCTURE, PROVIDED f3Y OWNER LAND5,CAPE CONTRACT SHALL INCLUDE SET Ull AND INSTALLATION SHRUB BrZi> AT BASE 4 FT. &ATE SEE SPECS 3.0' • ' a• . R6.0' •... �Fli __.._ a :' a 0 Q• • SHRUB •, ••�r0 • LAWN Tol ''.. f LAWN w 723' / R8.0' • a INSTALL ,�ENCE AT BACK OFZSURB .. \ NO PLANTING OR IRRI&ATION THI5 AREA 5' WALK, TYP. R14.7' RB.a' LAWN SHRUB R16.7' I r!� TF 6l-pa � ** ��tt7n']T ''��++ AA�nn 7.A CC UIM C11Y ERIS 1 AR �.Ilit.]xW41 U PERIMETER FENCIN6'SHAIL BE AMERISTAR 3R FLB 6'T x & PANEL Lu TP1 SHRUB co SISE -EI: 1/1 /* N /\ / 0 W > 4. 4.0 N PEI ^. D D N I � / II 0 }Q J = Z Q> U >j C 1 ZQrn a � y o s� A \ / _•_ 2 R15.0' \`,' • •, RI4: / R7. GAZEBO STRUCTURE, PROVIDED BY OWNER LAN05CAPE CONTRACT SHALL INCLUDE SET UP AND INSTALLATION SHRUB BED AT BASE / NOTE: DIMENSIONS ON RADII FOR SHRUB / BED5 ARE APPROXIMATE, ADJUST FOR BEST FIT AND TAN &ENTAL ALIGNMENT ON SITF FENCE SMOFICA770N5 HATTON GODAT PANTIER Y 20 10 0 20 40 SCALE: 1" = 20' Q 0 STATE OF WASHINGTON LICENSED NDSCAPE ARCHITECT 6HRISTIAN L. ALDRICH '.. CERTIFICATE NO. 585 EXPIRES ON 4.5.2018 I r!� TF 6l-pa � ** ��tt7n']T ''��++ AA�nn 7.A CC UIM C11Y ERIS 1 AR �.Ilit.]xW41 U PERIMETER FENCIN6'SHAIL BE AMERISTAR 3R FLB 6'T x & PANEL Lu TP1 U co SISE -EI: 1/1 � N 0 W > m W N PEI ^. D D N co ADO II 0 }Q J = Z Q> U >j C Q ZQrn a F-2� o } c Z Q O O O `. 0 W Z O co M �" Z W m 0 0 > = W w z Q U w = U 0 U) Q 0 STATE OF WASHINGTON LICENSED NDSCAPE ARCHITECT 6HRISTIAN L. ALDRICH '.. CERTIFICATE NO. 585 EXPIRES ON 4.5.2018 I Y QTt•. DESCRSPTION 1 2 - 2Y," Sq. POST 2 3 134'%1N.'MDEDCHANI ,EL RAIL 3 lD Y.' Sy.1?SCKEI A 6 HP- 4C.SETS I 2 3 4 Fib lVF.fA2 Y DIR:•lMAln` wunm"INAMMAR17mr. C/t■,w•fYM rrr 6-r,. ..�.wwaru�wwr.rrrd`11�'°•+w I r!� TF 6l-pa � ** ��tt7n']T ''��++ AA�nn 7.A CC UIM C11Y ERIS 1 AR �.Ilit.]xW41 MILE: MONTAGE PLUS CLASSIC 3R FL9 6'T I' PAXFL PERIMETER FENCIN6'SHAIL BE AMERISTAR 3R FLB 6'T x & PANEL Lu TP1 MONTAGE PLUS CLASSIC ; °OINTED PICKET) 6 FT. HT. ORNAMENTAL co SISE -EI: 1/1 � rn N 0 W > m W INSTALL WITH CONCRETE MOW STRIP AT BASE, AS DETAILED HEREON. PEI ^. D D N co ADO 0 N O •O 0 }Q i. Z Q> U >j C Q ZQrn a F-2� o Q _j 200) c Z cn 0� O O O `. 0 W Z O co M �" Z W W i- I Y QTt•. DESCRSPTION 1 2 - 2Y," Sq. POST 2 3 134'%1N.'MDEDCHANI ,EL RAIL 3 lD Y.' Sy.1?SCKEI A 6 HP- 4C.SETS I 2 3 4 Fib lVF.fA2 Y DIR:•lMAln` wunm"INAMMAR17mr. C/t■,w•fYM rrr 6-r,. ..�.wwaru�wwr.rrrd`11�'°•+w I r!� TF 6l-pa � ** ��tt7n']T ''��++ AA�nn 7.A CC UIM C11Y ERIS 1 AR �.Ilit.]xW41 MILE: MONTAGE PLUS CLASSIC 3R FL9 6'T I' PAXFL PERIMETER FENCIN6'SHAIL BE AMERISTAR 3R FLB 6'T x & PANEL p TP1 MONTAGE PLUS CLASSIC ; °OINTED PICKET) 6 FT. HT. ORNAMENTAL co SISE -EI: 1/1 FUSION WELDED STEEL AITH POWDER COATED BLACK FINISH. j w DRIS9Y: CLN INSTALL WITH CONCRETE MOW STRIP AT BASE, AS DETAILED HEREON. PEI ^. D I Y QTt•. DESCRSPTION 1 2 - 2Y," Sq. POST 2 3 134'%1N.'MDEDCHANI ,EL RAIL 3 lD Y.' Sy.1?SCKEI A 6 HP- 4C.SETS I 2 3 4 Fib lVF.fA2 Y DIR:•lMAln` wunm"INAMMAR17mr. C/t■,w•fYM rrr 6-r,. ..�.wwaru�wwr.rrrd`11�'°•+w I r!� TF 6l-pa � ** ��tt7n']T ''��++ AA�nn 7.A CC UIM C11Y ERIS 1 AR �.Ilit.]xW41 MILE: MONTAGE PLUS CLASSIC 3R FL9 6'T I' PAXFL 1 OF 3 R TP1 DATE: OS'1613 SCALE:M SISE -EI: 1/1 0 112-16-10 DRIS9Y: CLN Cm.9Y: PEI ^. D CRAICINO NO: lKWOF 1 24 2015 D O O 2 O m 2 (9 lil Z W 4 U O W ..i J y Z 4 Z r w Z Z W U. Z V) < Z Wii J D 0 } Q C� J w w z Z z 0 H N z 0 U w LL O z O I= O a AGENC NO. SHEE 1 OF 3 E: /land ape /14- 000/14 -012 INDEX: 14- 012iu.dwg • JOB: 14 -012 _ EASTHAVEN VILLA MEMORY CARE NEIGHBORHOOD 311 CULLENS STREET SE, YELM, WA ---�- y - y y ,V .y ARB 6FS YSH SEE CIVIL PLANS FOR FILTER STRIP SEEDING rCFC (5) 1 A. Q Q .Q t� (2q) BENCH, TYP. BY OWNER INSTALL 6" DEPTH CRUSHED 6RAVEL GARDEN PATH h _��• - ENTRY SIGN MAP (I6) DAY (20) IND (4q) / •. i YI • t 9 \ i + :CC2C\C�C::\\[C tctcctc cc ,v ♦ '• 222 + + •' ' ' DAY (12) Cor (ioo) 5TORMYYATFR + I'' �Q' INFILTRATION + DF6. #o) INFILTRATION GATE : f .• .d : / • ^ �.. • / PATIO 0 �: •• • : ' / GAZEBO : • '- " / �7y/^ Lam) .,� • •• • 'Q. ' / ••llaa:: I CONCRETE WALK, (• ^ , •.. .d... : 5 FT. WIDE'. "•. ° �.,'�.. / ��. NEW BUIL.lDIN6 MAIN • • ;' Q' ENTRANCE '• e• GOT D .r OI . QI ESIC (34) : \.. / ' \�"F;\ HDN 05) SE12 (65) : .. O BXW (36) EXB (24) CONCRETE WALK, GATE Q FDFS (10) 5 FT. WIDE PFD (q) JAP (4) DF6 (10) DGH (74) . \ • •' - a LAWN d + + /• / • •_A ♦' / COT W + l / x LAWN / Q STEP TANK a: <1 bY OTHERS INSTALLATION SPECIFICATIONS I. SCARIFY OR OTHERWISE REMOVE ALL EXI5TIN(5 VEGETATION FROM ALL x PLANTING AREAS. FINE GRADE ALL LANDSCAPE BEDS PRIOR TO BARK OR PLAGEMENT. x + CONCRETE WALK, 2. NO PLANT SUBSTITUTIONS WILL BE ACCEPTED WITHOUT PRIOR APPROVAL " x + 5 FT. WIDE FROM THE LANDSCAPE ARCHITECT AND THE OWNER. >< + • . �. INSTALL 13ARK 0TY" MULCH AND WEED ' r SIDEWALK -� , `l r PRESSURE TREATED 4X6 PLANTS SHALL Be THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. !' : %: •, 6AR,46E 4. SOIL MIX FOR BED PREPARATION AND PLANTING SACKFILL SHALL BE A �: PH00-1) d COMPOST AMENDED SOIL CONSISTING COMPOSTED STEER MANURE, BIOSOLIDS �• 5 OR MUSHROOM COMPOST. OTHER SOIL MIX PRODUCTS MUST BE APPROVED ' ' PROPERTY . • .. • ::; ; %: SY THE LANDSCAPE ARCHITECT PRIOR TO USE. '�?: ' �, % LINE `�' Q 0*51cont. S. SOIL PREPARATION FOR SHRUB BEDS AND LAWN AREAS (EXCEPT AS NOTED BELOW *), SPREAD TO A MINIMUM % % ARB (II) '' • 24" LENGTHS OF #5 REBAR , Vine Maple, 3-3 storm BEDS. ROTOTILL OR OTHERWISE THOROUGHLY INCORPORATE SOIL MIX TO A 5-6 INCH DEPTH GRADE SMOOTH, AND , , • / / 0*01cost. REMOVE ALL ROCKS AND CLODS OVER I INCH DIAMETER.!: 4 HOLE FOR THE ROOTBALL, AND \ 6. BACKFILL MIX FOR ALL TREES AND 5~5 To BE 219 EXISTING SITE TOPSOIL AND 1/3 SOIL MIX PER NOTE 4. CONT. REFER TO PLANS AND DETAILS RE&AROIN6 INSTALLATION OF PLANT MATERIALS. GEOTEY.TILE ROOT CONTROL Mw y" J. 'Aureo- Var►egatus' �� - SYSTEM 15' LONG, CENTERED FOLLOWS, TREES 4-21 GRAM TABLETS, SHRUBS 2 GAL SIZE AND LAR6ER 3 -21 GRAM TABLETS, 16AL SIZE SHRUBS C�J: �: % :'• . ' . 6 1 -21 &RAM TABLET, ALL 4" POTS I - 5 GRM TABLET OR EQUIVALENT EACH. SET TABLETS DIRECTLY NEXT TO ROOT ON TREE. (TWO REQD.) BALL. &RANULAR EQUIVALENT FERTILIZER 15 ACCEPTABLE WITH PRIOR AUTHORIZATION FROM THE LANDSCAPE GONT. O EVH 6 6, Evergreen Huckleberry 12 GA: WIRE TREE TIE W/ RUBBER PROTECTION AT THE TREE. (FASTEN LOOSELY) BtB /cost. 905 (20) FENC-1E �✓'I� GUTTER 9 GAL. PATIO 5I&HT OBSCURIN& 2" DEPTH OF BARK MULCH IN 6' DIAM. CIRCLE CENTERED ON TREE. 1. SHALL KEEP MULCH 6' FROM TREE TRUNK. MEASURED 6" ABOVE THE BASE. CONT. 2. TREES SHALL HAVE A MINIMUM 5 6 FOOT FREE -OF- BRANCH 2X2 PRESSURE TREATED. STAKES CLEARANCE, MEASURED FROM SPACED EVENLY OUTSIDE THE THE GROUND LINE TO THE ROOTBALL, PARALLEL TO THE FIRST BRANCH. ROAD. (2 REQD,) 3, TREES SHALL BE SPACED 35 CONT. r v 24 15 FEET FROM THE PROPERTY Western Sword Fern �r I 0 RHU MATER FOUNTALk wo& h., 1..w (FASTEN LOOSELY) FOR USE WHEN TREE IS NOT WITHIN 6' OF CURB AND /OR SIDEWALK Acer p. 'Dissectum Vlrldls' CITY OF YELM NOTES; DEPT. OF PUBLIC WORKS 1. THE GEOTEXTILE ROOT CONTROL SYSTEM SHALL 20 BE 12 INCH BIOBARRIER STRIPS, OR APPROVED EQUAL. STREET TREE 2. WIRE TREE TIE SHALL BE 42" ABOVE THE GROUND 1 A. Q Q .Q t� (2q) BENCH, TYP. BY OWNER INSTALL 6" DEPTH CRUSHED 6RAVEL GARDEN PATH h _��• - ENTRY SIGN MAP (I6) DAY (20) IND (4q) / •. i YI • t 9 \ i + :CC2C\C�C::\\[C tctcctc cc ,v ♦ '• 222 + + •' ' ' DAY (12) Cor (ioo) 5TORMYYATFR + I'' �Q' INFILTRATION + DF6. #o) INFILTRATION GATE : f .• .d : / • ^ �.. • / PATIO 0 �: •• • : ' / GAZEBO : • '- " / �7y/^ Lam) .,� • •• • 'Q. ' / ••llaa:: I CONCRETE WALK, (• ^ , •.. .d... : 5 FT. WIDE'. "•. ° �.,'�.. / ��. NEW BUIL.lDIN6 MAIN • • ;' Q' ENTRANCE '• e• GOT D .r OI . QI ESIC (34) : \.. / ' \�"F;\ HDN 05) SE12 (65) : .. O BXW (36) EXB (24) CONCRETE WALK, GATE Q FDFS (10) 5 FT. WIDE PFD (q) JAP (4) DF6 (10) DGH (74) . \ • •' - a LAWN d + + /• / • •_A ♦' / COT W + l / x LAWN / Q STEP TANK a: <1 bY OTHERS INSTALLATION SPECIFICATIONS I. SCARIFY OR OTHERWISE REMOVE ALL EXI5TIN(5 VEGETATION FROM ALL x PLANTING AREAS. FINE GRADE ALL LANDSCAPE BEDS PRIOR TO BARK OR PLAGEMENT. x + CONCRETE WALK, 2. NO PLANT SUBSTITUTIONS WILL BE ACCEPTED WITHOUT PRIOR APPROVAL " x + 5 FT. WIDE FROM THE LANDSCAPE ARCHITECT AND THE OWNER. >< + • . �. INSTALL 13ARK 0TY" MULCH AND WEED ' r SIDEWALK -� S. ALL PLANT MATERIAL AND PLANT LOCATIONS SHALL BE APPROVED, AT ! BARRIER `l THE REQUEST OF THE LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. ALL PRESSURE TREATED 4X6 PLANTS SHALL Be THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. !' : %: •, 6AR,46E 4. SOIL MIX FOR BED PREPARATION AND PLANTING SACKFILL SHALL BE A �: PH00-1) (2 PEI.-'LENGTH VARIES) COMPOST AMENDED SOIL CONSISTING COMPOSTED STEER MANURE, BIOSOLIDS �• 5 OR MUSHROOM COMPOST. OTHER SOIL MIX PRODUCTS MUST BE APPROVED ' ' PROPERTY . • .. • ::; ; %: SY THE LANDSCAPE ARCHITECT PRIOR TO USE. '�?: ' �, % LINE `�' Q 0*51cont. S. SOIL PREPARATION FOR SHRUB BEDS AND LAWN AREAS (EXCEPT AS NOTED BELOW *), SPREAD TO A MINIMUM % % ARB (II) '' • 24" LENGTHS OF #5 REBAR DEPTH OF 4 INCHES (12 CUBIC YARDS PER 1000 S.FJ OF SOIL MIX PER NOTE 4, IN ALL 6ROUNOCOVER AND PLANTING '� Vine Maple, 3-3 storm BEDS. ROTOTILL OR OTHERWISE THOROUGHLY INCORPORATE SOIL MIX TO A 5-6 INCH DEPTH GRADE SMOOTH, AND , , • / / 0*01cost. REMOVE ALL ROCKS AND CLODS OVER I INCH DIAMETER.!: 4 HOLE FOR THE ROOTBALL, AND \ 6. BACKFILL MIX FOR ALL TREES AND 5~5 To BE 219 EXISTING SITE TOPSOIL AND 1/3 SOIL MIX PER NOTE 4. CONT. REFER TO PLANS AND DETAILS RE&AROIN6 INSTALLATION OF PLANT MATERIALS. GEOTEY.TILE ROOT CONTROL Mw y" J. 'Aureo- Var►egatus' Variegated Evonymea 7. FERTILIZER FOR ALL PLANTS SHALL BE A6RIFORM 20-10-5,21 61RAM OR 10 GRAM TABLETS DISTRIBUTED AS SYSTEM 15' LONG, CENTERED FOLLOWS, TREES 4-21 GRAM TABLETS, SHRUBS 2 GAL SIZE AND LAR6ER 3 -21 GRAM TABLETS, 16AL SIZE SHRUBS C�J: �: % :'• . ' . 6 1 -21 &RAM TABLET, ALL 4" POTS I - 5 GRM TABLET OR EQUIVALENT EACH. SET TABLETS DIRECTLY NEXT TO ROOT ON TREE. (TWO REQD.) BALL. &RANULAR EQUIVALENT FERTILIZER 15 ACCEPTABLE WITH PRIOR AUTHORIZATION FROM THE LANDSCAPE GONT. ARCHITECT. 8. ALL SHRUB AND &ROUNDCOVER BEDS SHALL RECEIVE A 2 INCH MINIMUM DEPTH (6 CUBIC YARDS PER 1000 5.F) OF HEM -FIR MEDIUM BARK MULCH. PLANT 4" POT 6ROUNDGOVERS INTO SOIL MIX PER NOTE 5 ABOVE, PLANTS PLANTED IN BARK MULCH ONLY ARE NOT ACCEPTABLE. 6. ALL SHRUB AND &ROUNDGOVER BEDS SHALL RECEIVE A 2 INCH MINIMUM DEPTH (6 CUBIC, YARDS PER 1000 S.F) OF HEM -FIR MEDIUM BARK MULCH. PLANT 4" PO'T 6ROUNDCOVERS INTO SOIL MIX PER NOTE 5 ABOVE, PLANTS PLANTED IN BARK MULCH ONLY ARE NOT ACCEPTABLE. q. APPLY A GRANULAR OR SOLUBLE PRE - EMERGENT HERBICIDE AS APPROVED BY THE LANDSCAPE ARCHITECT TO ALL SHRUB AND 6R IINDCOVER BEDS PRIOR TO DISTRIBUTION OF BARK MULCH. 10. LAWN AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED IN A HYDRAULIC APPLICATION BY CONVENTIONAL SEEDING EQUIPMENT. SEED SHALL BE A MINIMUM FCxqq WAY MIXTURE OF PERENNIAL RYE&RASS VARIETIES AT A RATE NOT LESS THAN 5 LM PER 1000 S.F.. LANDSCAPE ARCFNTEGT SHALL APPROVE MULGH/FERTILIZER TYIM AND RATES PRIOR TO APPLICATION. WATER TURF AREAS WITHIN I HOUR OF APPLICATION. II. ADD ALTERNATE BID FOR BED EDGING, BASE BID FOR EDGER TYPE I SHALL BE INSTALLED BETWEEN SHRUB BEDS AND LAWN AREAS SHALL CONSIST OF A SYNTHETIC DIMENSIONAL BOARD % MOMINIALLY I" THICK) BY 4" DEEP INSTALLED UNIFORMLY I INCH ABOVE FINISH 6RADE OF LAWN (FLUSH WITH FINISH GRADE OF SHRUB BEDS. E06M SHALL BE LAID CONTINUOUS, SINUSOIDAL (ARC/TAN15ENT) AND SPLICED AND STAKED IN A FASHION THAT PREVENTS HEAVING FROM FROST. ALTEERNATE BID BALL BE No EDGER BOARD, FORM MOW EDGE AT BEDS. 12. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER ALL PLANTS SHALL BE 6UARANTEED FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE. ALL REPLACEMENTS SHALL BE RE- GUARANTEED FOR ANOTHER FULL YEAR FROM DATE OF INSTALLATION. • ill \ � � �o J � / PLANT SCHEDULE - INTERIOR COURTYARD SYMBOL 0TY" BOTANiCAL NAMP ' r SIDEWALK -� 2" DEPTH OF BARK MULCH, `l KEEP MULCH 6" FROM TREE TRUNK. PRESSURE TREATED 4X6 (2 PEI.-'LENGTH VARIES) + FLO 5 Males 'Robinson' PINNED 91t\PL'ACE WITH TWO 1.5" GAL. 0*51cont. 2X2 PRESSURE TREATED STAKES 24" LENGTHS OF #5 REBAR Acer circinatum Vine Maple, 3-3 storm SPACED EVENLY OUTSIDE THE 0*01cost. GAM 4 HOLE FOR THE ROOTBALL, AND \ 5 GAL. CONT. PARALLEL TO THE ROAD (2 REQD. GEOTEY.TILE ROOT CONTROL Mw y" J. 'Aureo- Var►egatus' Variegated Evonymea 24 -30" HT SYSTEM 15' LONG, CENTERED KOR 6 SyrMga meyeril 'Pallbin' ON TREE. (TWO REQD.) 9 6AL. GONT. O EVH 6 6, Evergreen Huckleberry 12 GA: WIRE TREE TIE W/ RUBBER PROTECTION AT THE TREE. (FASTEN LOOSELY) BtB /cost. WIN CURB Daphne odors GUTTER 9 GAL. FOR USE WHEN TREE IS WITHIN 6' OF CURB AND /OR SIDEWALK STREET TREE SPECIFICATIONS TREES BE 2" TO 3" CALIPER 2" DEPTH OF BARK MULCH IN 6' DIAM. CIRCLE CENTERED ON TREE. 1. SHALL KEEP MULCH 6' FROM TREE TRUNK. MEASURED 6" ABOVE THE BASE. CONT. 2. TREES SHALL HAVE A MINIMUM 5 6 FOOT FREE -OF- BRANCH 2X2 PRESSURE TREATED. STAKES CLEARANCE, MEASURED FROM SPACED EVENLY OUTSIDE THE THE GROUND LINE TO THE ROOTBALL, PARALLEL TO THE FIRST BRANCH. ROAD. (2 REQD,) 3, TREES SHALL BE SPACED 35 CONT. FEET ON CENTER STARTING 24 15 FEET FROM THE PROPERTY Western Sword Fern LINE. COW. 0 RHU 12 GA, WIRE TREE TIE W/ RUBBER Rhododendron Lhlque' PROTECTION AT THE TREE. 2490" HT. (FASTEN LOOSELY) FOR USE WHEN TREE IS NOT WITHIN 6' OF CURB AND /OR SIDEWALK Acer p. 'Dissectum Vlrldls' CITY OF YELM NOTES; DEPT. OF PUBLIC WORKS 1. THE GEOTEXTILE ROOT CONTROL SYSTEM SHALL 20 BE 12 INCH BIOBARRIER STRIPS, OR APPROVED EQUAL. STREET TREE 2. WIRE TREE TIE SHALL BE 42" ABOVE THE GROUND 90" O.G. 3. FINISH GRADE FOR BARK MULCH SHALL BE 1 140 TO 2 INCHES BELOW SURROUNDING GRADE APPROVED DWG. NO. 16AL. .PUBLIC WORKS DIRECTOR DATE - 1 -1 9 `r ® DAL DES. DWN. CKD. DATE JEG S -C S -C S -C 10/3f94. J � / PLANT SCHEDULE - INTERIOR COURTYARD SYMBOL 0TY" BOTANiCAL NAMP COMMON NAME 517.E OM) T'ree5 + FLO 5 Males 'Robinson' Robinson Flowering Grab 1.5" GAL. 0*51cont. ° JA 12 Acer circinatum Vine Maple, 3-3 storm 6 -6' HT. 0*01cost. GAM 4 Gamsila j. bebutants, Gamsllo ()'Sony form) 5 GAL. CONT. OEUO 21 Mw y" J. 'Aureo- Var►egatus' Variegated Evonymea 24 -30" HT Ht B /cont. KOR 6 SyrMga meyeril 'Pallbin' Dwarf Korean Lilac 9 6AL. GONT. O EVH 6 1/accink" ovatum Evergreen Huckleberry 24-90" HT BtB /cost. WIN 26 Daphne odors Winter Daphne 9 GAL. CONT. HOS 20 Hosts 'Patriot' Patriot Hosts I GAL. CONT. HON 5 Nandino d. 'Harbour Dwarf' Harbor Dwarf Nandlno 16AL. 36" O.G. Q+ LEO 5 Lsucothoe f. Rainbow' Rainbow Leucothos 2 6AL. CONT. WSF 24 Polyatichum munitum Western Sword Fern I GAL. COW. 0 RHU 4 Rhododendron Lhlque' Unique Rhodle 2490" HT. 90" O.G. JAP 2 Acer p. 'Dissectum Vlrldls' 6reen Laceleaf Jap Map 3 -4' speclmen, staked « *+ «+• DF& 20 Pennisetum a. 'Hameln' Dwarf Fountain brass 16AL. 90" O.G. ;%%%%y% MAH 140 Mahonia rspens Creeping Mahonla 16AL. 24" O.G. ® DAL 60 Vacinium vltla Idea Dwarf Lingonberry 4" POT 24" O.G. ® LTH 95 Lithodoro dlfhoo 16rmo Ward' brace Ward LlftVor nur 1 6AL. 2400.6. RUB 50 Rubus pentalobus (calcynoldes) Emerald Carpet Bramble I GAL. 96" O.G. ` . STR 90 Fr•agar'la 'Pink Panda' Dwarf 5trawbmrry I GAL. 36" O.G. *NO - SYMBOLS USED ON THIS COURTYARD PLAN MAY CONFLICT WITH PLANT SY 3OLS AND SPECIFICATIONS SHOWN ON SIEET I. ONLY R MERENCE SYMBOLS ON THIS SHEET FOR THE COURTYARD AREA (THIS PLANT 509XME 15 ONLY FOR PLANTS IN THE COURTYARD AREA) sGHEDULE ON SHEET 1 15 SEPARATE. VERIFY QUANTITY SHONPI ON THIS PLAN AGAINST THE PLAN SYMBOLS, PLAN QUANTITY SHALL PREVAIL. NOTE INSTALL STREET TREES WITHIN R16HTS OF WAY PER CITY OF YELM STANDARD DETAIL 4-14, HEREON. LMDSCAPE INSTALLATION DETAILS 0100600RAVABLE TREE TIE - PASSED AR X" TRUNK FASTENED TO STAKE (2) 2X2 "X6' WOOD TREE STAKi YF.r WRAP, WRAP TO BOTTOI OF t TO REMAIN ONE YEAR PREPARED BAGKFILL MIX 2/S EX SOIL AND 1/0 SOIL MIX NOTES, PRUNE DAMAGED MISS AFTER PLANTING PLACE IN VERTICAL POSITION 2 "-9" MULCH TO WITHIN 8" OF TRUN►C /- 9" SAUCER FOR WATERING MULCH OR LAM PER MAN FINISH &iAOE PEEL BACK TOP 219 OF BURLAP REMOVE ALL 57MNO AND WIRE SCORE ROOT964LL _--(4) 21 GRAM A6RIFORM F REMOVE TREATED OR SYNTHETIC ERTILIMR TABLETS BURLAP COMPLETELY. �DRIVt~ STAKES A MIN. OF 12" KEEP ROOTBALL MOIST AND INTO LWISTURBEIP NATIVE SOIL. PROTECTED PRIOR TO PLANTING HOLD CROWN OF ROOTBALL AT MIN. 2X BALL VIA. OR XST ABOVE FINISHED GRAVE OR D' WHICHEVER SUSSRADE 15 GREATER DEVVILA" TREE PLJ11NTiN6 MAJI_ (On -slte treM) NOT TosG GFC 20 10 0 20 40 SCALE: 1" = 20' = = ®M�I� N HATTON GODAT PANTIER t .. PLANT SCHEDULE SYMBOL 0TY" BOTANICAL NAME COMMON NAME SIZE ) T'ree5 ° JA 15 Betula jacquemontil Whltebork Himalayan Birch 2" GAL. 35' O.G. B423/cont. MAP 8 Acer rubrvm F•ranksred' Red Sunset Maple 2" GAL. 30'to40' 0*01cont. O.G. GFG 5 Pyrus calleryana 'Chanticleer' Ghanticleer Columnar Pear 2" GAL. BdB /cont. Y 8 Prunus x yedoensis 'Akebono' Akebono Flowering Cherry 2" GAL. 30' O.G. 0t6/cont. + PFD q Cornus Florida 'Rubs' Pink Flowering Dogwood 1.5" GAL. BdB/cont. 5 Chamaecyparis n. 'Pendulo' Weeping Alaskan Cedar 7' -6' HT. 0$0 /cont. 5tlrubS 5 Hydrangea serroto Bluebird' Lace -cap Hydrangea 5 GAL. • HYD JAP 2 Acer p. 'Dissectum Vlrldls' 6reen Laceleaf Jap Map 3 -4' speclmen, staked 0 RI'v 22 Rhododendron Unique' Unique Rhodle 24-30" HT. DFV 10 Viburnum piicotum t. 'Mariesii' Doubleflle Viburnum 5 GAL. ® ESC 34 Escallonia 'Compakto' Compact Escollonlo 3 GAL. 4'0.0. EXB 24 Rhododendron, Exbury hybrid Deciduous Azalea 5 GAL. OO OLL 2q Prunes I. 'Otto Luyken' Otto Luyken Laurel 3 GAL. 4'0.C,. MFP 6 Plerls japonica 'Mt. Fire' Mt. Fire Florio 3 GAL. Q DGH 74 Ilex cornuta 'Rotunda' Dwarf Chinese Holly 3 6AL. 30" O.G. 61=5 q5 Spiraea bumolda 'bold Flame' bold Flame Spires 2 GAL. 3' O.G. BXW 36 Buxus sempervirens 'Suffruticoso' Dwarf Boxwood 2 GAL. 2'0.0. INO 4q Rhophiolepis u. 16ulf Ern' (Minor) Dwarf Yeddo Hawthorn 102 Gont. 5EO 6q Corox elata 'Aurea' Bowles Golden' Sedge I GAL. 2' O.G. ,,+ AR6 176 T1wjo occidentalls 'Smoragd' Emerald Green Arborvita 6 -7' HT. 510.0. OPHO 18 Photinio froseril Evergreen Photinla 5 GAL. 5' O.G. 6 vr0Undcover 15 Nondino d. 'Harbour Dwarf' Harbor Dwarf Nandlno I GAL. 36" O.G. HDN ® BU6 64 Ajvgo retpons 'Purpurea' carpet Bugle I GAL. 24" O.G. \ "'\\ GOT 165 Cotoneaster dammerl 'Lowfast' Lowfost Cotoneaster I GAL. 36" O.G. DF6 + + + 30 Pennisetum a. 'Hameln' Dwarf Fountain 6ross I GAL. 30,10.0. ® KIN 950 Arctostophylos uvo -ursl Kinniklnnik 16AL. 36" O.G. #0 # ## DAY 40 Hemerocollis 'Stella d'oro' Stella d'Oro Daylilly I GAL. 30" O.G. BIO 40 Jlmcus effusus Common rush I GAL. 30" O.G. 40 Solix purpurea 'Nana' Dwarf Arctic Willow I &AL. 30" O.G. ® ® CONTINUOUS OUTER ROW X FEET ON CENTER, ® ® 2/S X FEET SETBACK FROM E06E OF PLANTING BED ® ® ® TRIANGULAR SPACING INSIDE BED ®/ ® EDGE OF PLANTING BED PR PLANT LIST FOR ® AM rat /� � ® PROPER SPACING ED EQUAL 5PACI 218 OF SPACING X - REGOMmEDED PLANr SPAC►N6 (SEE PLANT SCHEDU W ® - REPRESENTS A PLANT rlE_dWAQNT6 DIMAL NOT TO SCALE 2" BARK MULCH EXISTING 6RADE SCARIFY SIDE OF HOLE 4 ROOTBALL 0) 21 6M. A6RIFORM 9" TABLET PER 1 GAL (1) 5 6M. PER 4" POT LESS THAN I GAL. I SAL. CONTAINER d LARbER (PLANTED AFTER MULCW (PLANTED BEFORE MULGW •"`'x�W 2' BARK Nor ro SCALE PLANTM6 DETiNL" yW4TERIN6 BASIN .. BARED BACKPILL FERTILIZPR TABLETS 2-6" DEPTH pg11 TER 0 TAMP TO 0) 2 GAL OR LAR NM (1) 1 6AL , AIR POCKETS PEEL BURLAP BACK FROM TOP 2/9 ICI OF RGbr BALL AFTER PLAG►NS� NlATTVE SOIL SHRUB IN PLANTTNCP HOLE. REMOVE ° FiBERSLASS OR TREATED BURLAP NIOTE58 CoOM°LETELY I ^ANT►N6 PIT SHALL BE A MINIMUM OF t THE ROOr BALL ADTH n GE THE ROOT BALL DDEPTHAND 41 SHRUB PLr+IN7IN6 DETAIL NOT TO WALE f U U N N II J ° r m p 0 2 > w w z U W Q UJ p U p 0 M ' 11 V�i STATE OF WASHINGTON LICENSED OSCAPE ARCHITECT C#IRISTIAN L. ALDRICH CERTIFICATE NO. 585 XPIRES ON 4- 5.2016 Uj _ rn N zWm 1` W LO CL D �- co (n D000 CO 6(o 00%11 0 .. W0) x- U o Q3LL 4d Q�Q� c Z a �-�� o C � 0 0 rn O 0 z � `o Z W W I- ui H o I. O Q O O W p O W W ` Z W w C7 W IL (L W = U) a z O O Q UN W (/1 0 O U W Z 'LL O U Q z O J o Z W Q (n W AGENCI NO, SHEET; 2 OF 3 E A a n d s oa p e/ 14 - 000/ 14 -012 INDEX: 14- 0121a.dwg • JOB: 14 -012 EASTHAVEN VILLA MEMORY CARE NEIGHBORHOOD 311 CULLENS STREET SE, YELM, WA , - POINT OF CONNECTION _ - AT I" METER A,Np BACKFLOA PREVENTER ..d• ..• II i __. __ - •• P -- -- r • ' _..____ __ SLEEVE, TYP. • • ♦ I _ _ - _ _ _ _ • 3 TURF ZONE I" MAINLINE, TYP. 1,4 1" 6-2 GPM . • • , 4`4 I" TURF ZONE I 4 SHRUB ZONE 8.0 GPM I, 2 8 -- I I 5 2 GPM SHRUB ZONE NN t l t 5.3 GPM ICI © •y• • ' . ICI •• ICI 5 a,.•.• _ SHRUB ZONE a " y *ATE VALVE I I 6 I STC�RMtT FOR FOUNTAIN TURF ZONE I t" 5.61 GPM •' r . INFILTRATION , 0 ` u i 0 ''r I l-- I •d ' •a' . • , - - - -, - - - -- • V-444, UB ZONE - - - 13 - _ .2 GPM I" ZONE • 16 SHRUB ZONE I" MAINLINE, TYP. 14 12.0 GPM If 12.0 6PM _ I„ TURF ZONE , •a.. NFNI HUWIN& . • ., O 0 0• •a .0. L s� d • ^,r A /f 7 TURF ZONE / L. CIA GPM / _I - TURF ZONE 6.4 GPM / )IW ZONE I I I t0 MIXED ZONE \ / / / 5TORMJWi4T �R INFILTRATION I I I .f U i / e / I e•. ISJ6 of SLEEVE, TYP. • : s r IRRI, ATION IN57ALLATION NOTE5 TURF ZONE / / I. THIS PLAN 15 DIAGRAMMATIC. ALL PIPING, VALVES, HEA05, ETC. SHALL BE INSTALLED IN 1" 10.0 GPM / COMMON TRENCHES WHERE POSSIBLE. THE IRRIGATION CONTRACTOR SHALL MAKE FIELD AO 3TMENTS AS NEEDED TO OBTAIN COMPLETE COVERAGE AND PROPER OPERATION WITHIN / I� SHRUB IAE THE G'YSTEM PARAMETERS. ADJUST LOCATION OF HEADS, ARCS, AND RADIUS AS NECESSARY. 5.7 6�1 2. EXISTING IRRIGATION COMPONENTS WITHIN DEMOLITION AREAS SHALL BE REMOVED AND LATERAL LINES GAPPED AT LIMITS OF DEMOLITION. THE NEW IRRIGATION SYSTEM I5 / VES16NED TO NOT INTERCONNECT WITH THE EXI5TIN6 SYSTEM. FOLLOAIN6 DEMOLITION THE EXISTING SYSTEM SHALL BE TESTED TO ENSURE CORRECT OPERATION. •• ' _ • a 3. CONTRACTOR 15 RESPONSIBLE FOR COMPLETE ORAINABIL17 Y OF SYSTEM. ALL LATERALS AND MAINLINES SHALL SLOPE TO DRAIN LOCH" ION(5) WHERE INDICATED. L \ • 'A .. J , 4. REFER TO DETAIL DRAAIN65 FOR INSTALLA710N AND FURTHER 5PEGIFIGATION5. IF DETAIL NOT PROVIDED, CONTRACTOR SHALL USE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. / / / / / 5. ALL MAINLINE PIPES SHALL BE PRESSURE TESTED PRIOR TO BAGKFILL. PRESSURE TEST SHALL BE AT MAXIMUM LINE PREE75ME HELD FOR I HOUR WITH LESS THAN 5 PERCENT PRESSURE LOSS, OR 100 PSI FOR 15 MINUTES WITH LESS THAN 5% STATIC PRESSURE LOSS. / 6. BAGKFILL AROUND MAINLINES AND LATERALS SHALL BE FREE OR ROCKS AND DEBRI5. PIPE BEDDING MATERIAL SHALL BE SAND OR FINE SOILS WITH NO ROCKS LARGER THAN I D O O \\ e INCH. 7. NO IN -LINE WIRE SPLICES WILL BE ALLOWED. SUPPLY VALVE BOXES (AMETEK, CARSON, OR EQUAL 12" STANDARD) AT COMMON VALVE LOCATIONS. CONTROL WIRES SHALL BE BUNDLED AND TAPED TO MAIN EVERY 20 FEET. RUN AIRES IN COMMON TRENCH. USE ONLY WATERPROOF CONNECTORS AS SPECIFIED AT VALVE CONNECTIONS. 6. CONTRACTOR SHALL PROVIDE SLEEVES IN LOCATIONS SHOWN. SLEEVE DEPTH SHALL BE 18 INCHES BELOA FINISH GRADE, AND EXTEND BEYOND CURB OR EDGE OF PAVEMENT A MINIMUM OF 12 INCHES. SEE SPECS FOR SLEEVE TYPE. TAPE ENDS OF SLEEVES TO BE USED FOR FUTURE PIPES, AND PROVIDE MARKER POST. q. CONTRACTOR SHALL PROVIDE OWNER WITH A SET OF "AS- BUILT" RECORD DRAAIN68 SHOPI "k5 ACTUAL LOCATIONS OF ALL SPRINKLER SYSTEM EQUIPMENT. CONTRACTOR SHALL ORIENT OWNER WITH COMPLETE SYSTEM OPERATION AND MAINTENANCE PROCEDDURES. 10. CONTRACTOR SHALL GUARANTEE IN ARITIN6 ALL MATERIALS AND WORKMANSHIP FOR ONE FULL YEAR FOLLOWING FINAL ACCEPTANCE OF SYSTEM INSTALLATION. N HATTON GODAT PANTIER Y 20 10 0 SCALE: 1" = 20' Lim m 20 40 1 1RIRIGA7`I0N FARTS 5PECIFICATIONS MF"ART NO. DESCRIPTIOWINSTALLATION HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVES, INSTALLED WITH ICV- -1016 (1) PVC UNION (LATERAL SIDE) AND VALVE BOX (USE COMMON BOXES HUNTER PROS -04 -CV PRS SERIES 4" POP UP SPRAY HEADS WITH 40 PSI REGULATOR AND CHECK 1 VALVE. INSTALL ALL HEADS ON (2) MARLEX BARBED ELBOWS AND 12" TO 8.0 16" FLEXIBLE POLYETHYLENE PIPE SWING JOINT. ® MP LC5515, RC5515 MP - END STRIP NOZZELS, ADJUST DIFFUSER TO FIT 10 MP 55 530 MP - SIDE STRIP NOZZEL5, ADJUST DIFFUSER TO FIT E) MP 1000 -10 MP ROTATOR 6'- 15' ADJ ARC ® MP 2000 -210 MP ROTATOR IS'- 21' ADJ ARC Q MP 3000 -70 MP ROTATOR 22'- 30' ADJ ARC . HUNTER P6P SERIES SPRAY ROTOR PART OR FULL CIRCLE. INSTALL ALL P6P- ADJ - *7 ROTORS ON (2) MARLEX BARBED ELBOWS AND 12" TO 18" FLEXIBLE 10.0 POLYETHYLENE PIPE SWING JOINT. 0 CHAMPION OCV- -IOOVL BRASS QUICK COUPLER VALVE, 51N6LE LU6 AITH LOCKIN$ 5A COVER. PROVIDE (1) KEY AITH HOSE SNIVEL. INSTALL AS 7 DETAILED. FEBW 850U DOUBLE CHECK VALVE BACKFLOA ASSEMBLY, I" SIZE 6 INSTALL WITH (1) GALVANIZED UNION AND JUMBO VALVE BOX © HUNTER IC- 600 -PL 16 STATION SOLID STATE ELECTRONIC CONTROLLER WITH 1/0 PLASTIC q CABINET AND EXTERNAL TRANSFORMER. WALL MOUNT IN MECHANICAL ROOM 6.4 (ELECTRICAL CONTRACTOR TO PROVIDE (2) V CONDUITS TO INTERIOR 10 COURTYARD AND EXTERIOR OF BUILDIN(5, WITH PULL WIRES). ROUTE 12.1 CONTROL WIRE PER N.E.G. REQUIREMENTS. MAINLINES PRESSURE MAINLINE AND LATERALS SHALL BE CLASS 200 PVC, 10.0 SOLVENT WELDED. TEFLON TAPE ALL THREADED JOINTS. BURY - LATERALS DEPTH: MAINS =18 INCHES, LATERALS= 12 INCHES MIN. SEE NOTES 5.7 BELOA FOR PIPE BEDDING. SLEEVES SLEEVES SHALL BE EITHER SCH. 80 PVC, OR Ex-,H. 40 PVC, SIZE 2 12.0 TIMES PIPE SIZE. SEE NOTES BELOA FOR SLEEVE INSTALLATION. 14 LOW VOLT WIRING SHALL BE 14 GA. 51N&LE TAISTED PAIR DECODER GABLE, 0A UFNL LISTED. NO IN -LINE SPLICES, SPLICE AT VALVES WITH 3M WEATHER 15 PROOF CONNECTORS OR APPROVED EQUAL. VOT SHOAN INSTALL SOLAR -SYNC REMOTE MONITORIN6 STATION, EVE MOUNT IN 16 INTERIOR COURRYARD. PROVIDE AND INSTALL SOLAR SYNC -SEN 12.0 WIRELESS SENSOR AND RECEIVER PER MANUFACTURER'S RECOMMENDATIONS. LATERAL LINE PIPE SIZE 51"PECIFICATION5: CL.200 SIZE MAX (5.P.M PVC LATERAL SE$MENTS SHALL BE SIZED BY CONTRACTOR 314" 8 " 14 DURING INSTALLATION SUCH THAT THE FLOW SHALL NOT EXCEED 1 22 4 PEET PER SECOND, OR THE FOLLOAIN$ GALLONS PER MINUTE: 1 1/4" 111211 28 2" 45 IRR16AT)ON INSTALLATION DETA&S FINISH GRADE ----i VALVE BOX, SEE SPECS. INSTALL DECODER AND CONNECT TO SOLENOID PVC MALE ADAPTER PRESSURE MAINLINE FITTING THREADED NIPPLE PVC UNIONS , LATERAL LINE PIPE GLUED NIPPLE _/ , ;, TWISTED PAIR DECODER WIRE INSTALL 4" DEPTH DRAIN GRAVEL �� TWISTED PAIR CONTINUES AT MAINLINE PIPE ELECTRIC CONTROL VALVE with DECODER NOT TO SCALE CAP FILL WITH SEALANT CRIMP SLEEVE J USE RECOMMENDED TOOL BODY TYPICAL WIRE CONNECTION NOT TO SCALE VALVE CHART ZONE SIZE FLOM DESCRIPTION MV 1.5" MASTER VALVE 1 1.0" 8.0 TURF, NA STREET FRONT 2 1.0" 53 SHRUB, NN PROP. LINE 3 1.0" 6.2 TURF, NA BUILDING 4 1.0" 5.2 SHRUB, NA BUILDING 5 1.0" 10.0 SHRUB, COURTYARD 6 1.0" 5A LAAN, COURTYARD 7 1.0" q.q TURF, NE STREET FRONT 6 1.0" 5.6 TURF, NE PROP. LINE q 1.0" 6.4 SHRUB, N PARKING 10 1.0" 12.1 TURF, N PARKING 11 1.0" 10.0 TURF, 5 PARKIN$ 12 1.0" 5.7 SHRUB, 5 PARKING 13 1.0" 12.0 TURF, STORM 14 1.0" 0A TURF, 5 BUILDIN6 15TORM 15 1.0" 5.2 SHRUB, AT BUILDING 16 1.0" 12.0 SHRUB, 5 PROP. LINE 2 IN. FINISH GRADE CURB POP -UP (2- - 8) SPRINKLERS - L✓ AND POP -UP IMPACT SPRINKLERS (2) MARLEX BARBED ELS AT HEAD USE TEFLON TAPE ON ALL THREADED CONNECTIONS 112- POLY TUBE, MINIMIZE BENDS MARLEX 90 STREET ELL LATERAL LINE FlTTING POP UP SPRINKLER ASSEMBLY NOT TO SCALE EXTERNAL - TRANSFORMER TO 120V l WALL MOUNT CONTRQLLER PER MANUFACTURERS DIRECTIONS MOUNTING HEIGHT- 54'-72 - COORDINATE LOCATION WITH ELECTRICAL SUBCONTRACTOR - SCH 80 PVC F.T.A. - SCH 40 PVC CONDUIT FOR LOW VOLT WIRES - PIPE CLAMPS PER N.E.C. OR LOCAL CODE CONTROLLER - WALL MOUNT DETAIL NOT TO SCALE U U o N N II Q' r a m 0 0 2 > w w z c� = W Q U U 0 co STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT OHRISTIAN L. ALDRICH CERTIFICATE NO. 585 EXPIRES ON 44.2018 N r � O 0 N W m co > W (A X00 U) N(D WO U Q >U. *' C Q ZQ0) a Lo 0 Q _j r co 200) O O 0W O O co zco Flo Z W W F- Q 0 O m 0 O O O ui W z z ,� Q z CL z U 0- Z = M� m Y. _O p O F- N W II�.� rrQnn _O V U W w 0 � o z > - W z 0 d W ¢ r.l.� VJ W AGENC NO. SHEE 3 OF 3 E: /land ape /14- 000114 -012 INDEX 14- 0121a.dwg a JOP: 14 -012