Loading...
2020.0029 MU - Civil Plans Approved 10.22.2021314 STEVENS AVE 4-PLEX SECTION 19, TOWNSHIP 17, RANGE 2E, W.M. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" LEGEND & LINETYPES: EXISTING PROPOSED ---------------- _____X -----X -----X -----X -----X - --___w-----w-----w-----W'----w- ---- ss _____Ss ----- SS ----- SS -- _---_SD ----- SD_____ SD_____ SO I 1 1 1 --------------- ----- G ----- G----- G ----- 0 ----- G._.. _____P_ ----P -----P ----- p ----- P _.. -----014 _ _-_- OH ----- OH ----- OH - ------T-OH-----T-OH-----T-OH--- -----T T-----T-----T-----T- ----"0----'0-----c-----0-----G - 13 m FZI -X-X PROJECT SPECIFICATIONS: DEWATERING: ABBREVIATIONS: _SS THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE AC ASPHALT CONCRETE SO 1 1 ACCORDANCE WITH THE FOLLOWING: CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT FREE OF SHEET INDEX SHEET NO. STANDING WATER AND SATURATED CONDITIONS AS NECESSARY FOR BCP BEGIN CURB RETURN 1) THE MOST CURRENT VERSION OF THE WASHINGTON STATE THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL COVER SHEET DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAMS, SUMPS, BM BENCHMARK ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER GRADING AND STORMWATER PLAN I 4 THE SITE AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS BVC BEGIN VERTICAL CURB 2) THE MOST CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC OF SOIL FINES FROM FOUNDATION AND HARDSCAPE AREAS WILL NOT DETAIL SHEET CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD) BE PERMITTED. CB CATCH BASIN 3) THE MOST CURRENT EDITION OF THE INTERNATIONAL BUILDING UTILITIES LOCATE NOTE: CIP CAST IRON PIPE CODE (18C) UT -03 CL CENTERUNE 4) THE MOST CURRENT EDITION OF THE AUTHORITY HAVING THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON IWATER NOTES AND DETAIL SHEET I J LU JURISDICTION DEVELOPMENT GUIDELINES AND PUBLIC STANDARDS INFORMATION OBTAINED FROM THE TOPOGRAPHIC SURVEY. J.E. GIBSON CMP CORRUGATED METAL PIPE SG 10- rLO , N 1 CONSULTING ASSUMES NO RESPONSIBILITY AND/OR UABIUTY OF EXISTING ITESC DETAIL SHEET ¢ CO W p 0) v THE CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBUCA71ONS AT UTILITIES SHOWN OR NOT SHOWN HEREON, CONTRACTOR IS ADVISED TO CO CLEANOUT EL CgL THE CONTRACTOR'S OWN EXPENSE, VERIFY THE EXACT SIZE, DIAMETER, DEPTH, AND LOCATION OF EXISTING O w 0_j `? UTILITIES PRIOR TO STARTING CONSTRUCTION ACTIVITIES. CONTRACTOR CATV CATV COMMUNICATIONS wxw$ THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, SHALL CALL FOR UNDERGROUND LOCATES AT 1-800-424-5555 PRIOR DIAM DIAMETER LuZZM MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND TO STARLING CONSTRUCTION ACTIVITIES. q( m L) INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE DIP DUCTILE IRON PIPE Lu U DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE AUTHORITY HAVING RECORD DRAWINGS: iT JURISDICTION AND THE PROJECT OWNER. EE ELECTRICAL ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING THE J.E. GIBSON CONSULTING IS REQUIRED BY THE THE AUTHORITY HAVING ECR END CURB RETURN AND INFORMATION IN THESE DRAWINGS SHALL BE JURISDICTION TO PROVIDE RECORD DRAWINGS PRIOR TO ACCEPTANCE. SUBMITTED TO THE ENGINEER OF RECORD IN WRITING FOR APPROVAL J.E. GIBSON CONSULTING WALL NOT CERTIFY RECORD DRAWINGS UNLESS A REPRESENTATIVE OF THE COMPANY HAS INSPECTED ACTUAL EL ELEVATION INSTALLATION OF UTILITIES PRIOR TO BACKFILLING. CONTRACTOR LIABILITY -�1/ NOTE' EVC END VERTICAL CURB THE SHALL ASSUME SOLE AND COMPLETE THE CONTRACTOR SHALL MAINTAIN ONE SET OF THE APPROVED DRAWINGS THAT SHALL INCLUDE RED UNE MARKUPS (LEGIBLE) OF ANY EXIST EXISTING RESCONPONSIBILITY F RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ALTERATIONS TO THE DESIGN. THE RED LINE MARKINGS SHALL BE FFE FINISHED FLOOR ELEVATION CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL SUBMITTED TO THE ENGINEER OF RECORD UPON PROJECT COMPLETION. PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY FG FINISH GRADE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. WORK IN THE RIGHT-OF-WAY: THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD J.E. GIBSON FH FIRE HYDRANT CONSULTING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONTRACTOR SHALL OBTAIN RIGHT-OF-WAY PERMIT AND SHALL SUBMIT FL FLOWAINE / FLANGE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE A TRAFFIC CONTROL PLAN TO THE AUTHORITY HAVING JURISDICTION NEGLIGENCE OF J.F GIBSON CONSULTING. PRIOR TO STARTING CONSTRUCTION ACTIVITIES ALL WORK WITHIN THE FM FORCE MAIN RIGHT-OF-WAY SHALL CONFORM TO THE AUTHORITY HAVING JURISDICTION'S STANDARDS. G GAS GRADING NOTE; PROJECT INFORMATION: GM GAS METER ANY CUT AND FILL QUANTITIES, IF SHOWN ON THESE DRAWINGS, ARE ESTIMATED IN-PLACE VOLUMES AND ARE FOR PLANNING PURPOSES GB GB ONLY. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO VERIFY QUANTITIES APPLICANT: C&E DEVELOPMENTS, LLC AND APPLY SHRINK AND/OR SWELL FACTORS 901 BINGHAMPTON STREET HP HIGH POINT RAINIER, WA 98576 OFFICE: L CURVE LENGTH TOPOGRAPHIC NOTE: PARCEL NUMBER: 6442X1300-400-0434 LF LINEAL FEET TOPOGRAPHIC INFORMATION SHOWN ON THESE DRAWINGS WERE ZOINING C-1 MH PROVIDED BY A THIRD PARTY AND OWNER. THE CONTRACTOR SHALL SITE ADDRESS: 314 STEVENS AVE NE /A MANHOLE VERIFY TOPOGRAPHIC INFORMATION IN THE FIELD PRIM TO YELM, WA 98597 MJ MECHANICAL JOINT SUBMITTING A BID AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS A DISCREPANCY, PARCEL AREA: 0.35 ACRES PC POINT OF CURVATURE EROSION CONTROL NOTE: SANITARY SEWER: CITY OF YELM PI POINT OF INTERSECTION WATER: CITY OF YELM PL PROPERTY LINE EROSION CONTROL MEASURES ARE NOT LIMITED TO THE TO THE ITEMS ON THESE DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR THE FIRE DISTRICT: SE THURSTON FIRE AUTHORITY POB POINT OF BEGINNING INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. FLOODZONE: NONE SHOWN ON FEMA MAPS NO SILTATION OF EXISTING OR PROPOSED STORMWATER FACILITIES POC POINT OF CONNECTION SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-SITE PROPERTIES ALL DISTURBED EARTH CAUSED BY PT POINT OF TANGENCY CONTRACTOR'S ACTIVITIES SHALL BE RESTORED IN ACCORDANCE'MTH DATUM NOTE: THE LANDSCAPING PLANS OR HYDROSEEDED IF NO LANDSCAPING PLANS PVC POLYVINYL CHLORIDE EXIST. R IF DISCHARGING TO WATERS OF THE STATE AND DISTURBING MORE RADIUS 4T THAN ONE (1) OF LAND, THE CONTRACTOR IS RESPONSIBLE FOR RCP REINFORCED CONCRETE PIPE o APPLYING AND SECURING COVERAGE UNDER WSDOE'S NPDES GENERAL 6 PERMIT. THE CONTRACTOR IS HEREBY NOTIFIED THAT IT CAN TAKE UP R/W RIGHT-OF-WAY ? TO SIXTY (60) DAYS TO ACQUIRE COVERAGE. -- VERTICAL - PROVIDED BY OWNER -NOT VERIFIED RD ROOF DRAIN REMOVAL & REPLACEMENT OF HORIZONTAL -PROVIDED BY OWNER - NOT VERIFIED SS SANITARY SEWER N UNSUITABLE MATERIALS: SO STORM SEWER STA STATION WHENEVER EXCAVATING ACTIVITIES ON-SITE EXPOSE PEAT, SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL, STEP SEPTIC TANK EFFLUENT PUMP TED BY TH GEOOTTECHNCAiL �AND WITH�SUITABLE LEGAL DESCRIPTION: ENGINEER ENEERALL BAgfRLLED FOUNDATION MATERIAL. SID DTL STANDARD DETAIL MCKENZIES DIV 2 BL PT C & D D08104 LY SLY OF A LINE DES BAP T TELEPHONE o UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND ON WLY LN LT C S38 -15W 116.41' FROM ITS MOST NLY POINT; Ly HAULED TO A CONTRACTOR PROVIDED WASTE SITE. THE CONTRACTOR S83-OIE 435.4F TO 1/4 SEC 78 THRUST BLOCK 'E SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE IBC. TC TOP OF CURB STORM DRAINAGE NOTE: SURVEY UTILITY NOTE: TYP TYPICAL UGP UNDERGROUND POWER TO PROTECT STORMWATER FACILITIES FROM SEDIMENTATION, THE UTILITIES SHOWN HEREON ARE FROM MAPPING VISIBLE SURFACE a ° CONTRACTOR SHALL CONNECT THE FACIUTY(IES) TO THE STORM APPURTENANCES, MAPPING UTILITY PAINT MARKS FROM A UTILITY W WATER o CONVEYANCE SYSTEM AFTER SITE WORK, ROADS, UTILITIES, PERMANENT EROSION CONTROL MEASURES, AND FINAL LANDSCAPING LOCATING SERVICE, AND USING RECORD UTILITY SYSTEM MAPS PROVIDED BY OTHERS. BURIED UTILITIES ARE ONLY SHOWN AS WM WATER METER a ARE IN PLACE. APPROXIMATE AND SHOULD BE VERIFIED BEFORE CONSTRUCTION WV WATER VALVE 314 STEVENS AVE 4-PLEX SECTION 19, TOWNSHIP 17, RANGE 2E, W.M. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" LEGEND & LINETYPES: EXISTING PROPOSED ---------------- _____X -----X -----X -----X -----X - --___w-----w-----w-----W'----w- ---- ss _____Ss ----- SS ----- SS -- _---_SD ----- SD_____ SD_____ SO I 1 1 1 --------------- ----- G ----- G----- G ----- 0 ----- G._.. _____P_ ----P -----P ----- p ----- P _.. -----014 _ _-_- OH ----- OH ----- OH - ------T-OH-----T-OH-----T-OH--- -----T T-----T-----T-----T- ----"0----'0-----c-----0-----G - 13 m FZI -X-X -X-X- w w _SS u FM -M SO 1 1 SO 1 1 _P_P_ OP OP T -G: 1' 06 -----T ----- T ----- T ----- T ----- T- ia X-d� ISH RIGHT-OF-WAY LINE PROPERTY UNE CENTERLINE EASEMENT UNE SAWCUT UNE EDGE OF PAVEMENT/CURB UNE EDGE OF GRAVEL LINE SIDEWALK LINE BUILDING LINE FENCE LINE WATER LINE SEWER UNE FORCE MAIN LINE STORM LINE DITCH LINE ROADWAY STRIPE UNE GAS UNE POWER LINE OVERHEAD POWER LINE OVERHEAD PHONE LINE TELEPHONE LINE CABLE/COMMUNICATIONS LINE STORM CATCH BASIN STORM MANHOLE FIRE HYDRANT WATER METER GATE VALVE THRUST BLOCKING WATER BENDS WATER TEE SEWER MANHOLE STORM/SEWER CLEANOUT PRO.ECT LOCAIICN STEVENS STREET NE F NF Ly (JEFFERSON AVENUE NE EAST YELM AVENUE VICINITY MAP NOT TO SCALE 8 � y DRAWING NO: CV -01 SHEET NO: - 1 OF 11 TO NcRENNA _ Qi - N DRAWING NO: CV -01 SHEET NO: - 1 OF 11 SHEET INDEX SHEET NO. SHEET REF. SHEET DESCRIPTION w I 1 CV -01 COVER SHEET I 2 SP -01 SITE AND HORIZIONAL CONTROL PLAN 3 SD-Oi GRADING AND STORMWATER PLAN I 4 SD -02 DETAIL SHEET 5 SD -03 DETAIL SHEET 6 UT -01 WATER AND SEWER PLAN 7 UT -02 SEWER NOTES AND DETAIL SHEET I B UT -03 (SEWER DETAIL SHEET I 9 UT -04 IWATER NOTES AND DETAIL SHEET I J LU LO EC -01 ITESC PLAN- a I SG 10- rLO , N 1 EC -02 ITESC DETAIL SHEET ¢ CO W p 0) v - _I Z EL CgL O w 0_j `? wxw$ v m LuZZM q( m L) Lu U iT DRAWING NO: CV -01 SHEET NO: - 1 OF 11 SEC. 19, T17N., R2E., W.M. R201I R20 12 12 I \\ 12 R8 1 1 �10 I 12 ASPHALT PAVING 6 ... SEE SD -01 20 \ .ROOF DRAIN i0�X12' CONCRE CLEANOUTAREA'. TE c' BEQ AREA. I O 5 `ROOF DRAIN \ �� ::: � SDGALLERY ESEE R4 R4 \ ASPHALT PAVING ♦ 9< SEE SO -01 I B� - 4 - o 48 INSTALL: 18' 'WOE DRIVEWAY \ 13 � SEE SD -01 \` `iti 0 16 BIORETENSEE POND \ I \ �0 ROOF DRAIN CONVEYANCE SEE SD -01 \\y PIPE SEE SD -01 7 a Io INSTALL: ®. R4 I USPS APPROVED PEDESTAL -MOUNTED \ APPROVED CBU PER DETAILS SHOWN` CONCRETE SIDEWALK o ON OWNER TO HAVE LOCATION \ SEE SD -01 PROPOS UNITS ROOF DRAIN ANDD EQU EQUIPMENT APPROVED BY LOCAL \ RESID IAL BLDG I USPS GROWTH MANAGERBEFORE GALLERY SEE INSSTTALLATION. \ # SEE PARATE PLANS Sp_pi o \ - 0, WATER M S 20 I SEE U 1 \ O `a ROOF DRAIN SYSTEM I \ SEE SD -01 ,` EXISTING DRIVEWAY TO BE \ I REMOVED AND CURB, PLANTER ISLAND ONCRETE SIDEWALK ._�y,,� SIDEWALK REPLACED TO MATCH EXISTING. \ SEE SD -01 20' DRIVE AISLE o. ♦ o I ASPHALT PAVING \ SEE SD -01 o 9 0 �� \♦� ;, �? a 4" WHITE d \ \ LINE (TYP) O 6" EXTRUDED \♦ !l STEP SEWER SYSTEM CURB R4 a0 SEE UT -01 2' CURB `♦ CUT(TYP) r7y Op BIORETENTION POND 10 a0 ♦ kc'� SEE SO -01 �♦ 14 R5 10 \ O R4 I\ \ 10 0 INSTALL: 30' DRIVEWAY SEE SD -01 SURVEY NOTE: TOPOGRAPHIC AND BOUNDARY SURVEY WERE NOT PLAN VIEW: \� ' RFOR THIS PROJECT. AT OW EQU STEDESIGN WAS BASED ON AERIAL ERS 1" = 10' HORIZ. PHOTO INFORMATION. a e (? U' 0' 10' 20' SCALE 1" = 10' SITE PLAN DIMENSIONS AND VERIFICATION SITE PLAN HAS BEEN PROVIDED BY OTHERS. JEGIBSON ENGINEERING AND CONSULTING INC HAS NOT VERIFIED TOPOGRAPHIC OR BOUNDARY SURVEY INFORMATION CONTAINED. THE SITE PLAN DIMENSIONS ARE BASED ON THE PROVIDED AUTOCAD SITE PLAN. ALL DIMENSIONS SHOULD BE CHECKED BEFORE CONSTRUCTION IS COMMENCED. LANDSCAPE AND IRRIGATION PLAN: LANDSCAPE AND IRRIGATION PLANS ARE TO BE PROVIDED BY OTHERS. ILLUMINATION PLAN: ILLUMINATION PLANS ARE TO BE PROVIDED BY OTHERS. a UW X J W d J J EC F -d F_ Q0 cn I- 0 to O W Z Z M M W dr zz aa0 Lu �o o o=wo o Lu Z M z M 0 uj W _ 0) Uo z Z O � N cmU O Z Q Z_ cm s W Lu z mmoui0 z DRAWING N0; SP -01 SHEET NO; 2OF11 2 3 Z 0 0 SEC. 19, T17N., R2E., W.M. a 0 o �I ASPHALT PAVING ��- ♦ SEE DETAIL SD -02 p. a INSTALL 4' CEMENT O �I CONCRETE SLAB. SLOPE ROOF DRAIN CLEAN TO DRAIN OUT PATH TRAFFIC % RATED COVER TO X12'.CONORETE a0 BEldARE A. SAWCUT UNE 0° \ \ 1 \ \ p ASPHALT PAVING A SEE DETAIL SD -02 \ 15 PATCH ASPHALT PAVING \ \ /i 20'Lx4'Wx2'D ROOF DRAIN PER COY DETAIL 2-10 ON\ C INFILTRATION GALLERY. SEE SHEET SD -02 \ \ i \� DETAIL SD -03 \.� \� •0 50 SF $0Ik (MATCH EX. ASP ELEVATIONS) ` @... \\\ OTTOM \ REA 1 1 d % �� 2' CURB INLET \\\ 1 1 O BIORETENTION POND INSTALL 18' CEMENT CONCRETE SEE DETAIL SD -02 \ \ SEE DETAILS ON SD -03 DRIVEWAY (TYPE 1) PER COY\ \ I I FOR SPECIFICATIONS DETAIL 2-9 ON SHEET SD -02 - `-� J 4' DIA PVC ROOF DRAIN PIPE 0 2.0% MIN CONNECT ROOF \ I INSTALL CEMENT CONCRETE I DOWNSPOUTS AT LOCATION SIDEWALK PER COY DETAIL 2-11s� SHOW ON ARCH PLANS. 4" DIA PVC ROOF DR IPE ® } ON SHEET SD -02 \ �.I' SEE DETAIL ON SD- I I (MATCH EX S/W ELEVATIONS) / �• 2.0% MIN C ECT ROOF % i a DOWNSPOUT T LOCATIONS _ i I CONCRETE SIDEWALK SH SEE ON ARCH PLANS. DETAIL SO -03 CRF'p�1 O % SAWCUT LINE n SEE SD -03 % PR SED 4 UNITS \ SIDENTIAL BLDG \ E SEPARATE PLANS %\ 20'Lx4'Wx2' OOF DRAIN I INFILTRATI GALLERY. SEE PATCH ASPHALT PAVING '\ DETAIL SD -03 PER COY DETAIL ON \ \ SHEETT SD SD -D2% \ _ ROOF DRAIN CLEANOUT WITH TR p• (MATCH EX. ASP ELEVATIONS) ` \ & ROOF DRAIN SYSTEM RATED COVER IC O \ \ •n I SEE SD -03 n INSTALL CEMENT CONCRETE \\ SIDEWALK PER COY DETAIL 2-11 ON SHEET SD -02 �` \ (MATCH EX S/W ELEVATIONS) I ONCREIE SIDEWALK � INSTALL LANDSCAPE PLANTER SEE SD -03 (MATCH EX. ELEVATIONS) o ♦ ASPHALT PAVING O \ SEE DETAIL SD -02 I ♦ 6" EXTRUDED CURB I SEE DETAIL SD -02 ♦ 2' CURB INLET \ a0 \♦ SEE DETAIL SD -02 I x `♦ 2' CURB INLET s \♦ / / "9!l SEE DETAIL SD -02 \♦\ SAWCUT LINE \ A ^ to � \\\ B RA 50 SF II 11 O �'\\ BIORETENTION POND O PATCH ASPHALT PAVING ♦ b' /,_ SEE DETAILS ON SD -03 PER COY DETAIL 2-10 ON f \\ ° FOR SPECIFICATIONS SHEET SD -02 ♦ \ (MATCH EX. ASP ELEVATIONS) ♦ \ \ \ I� q/ W INSTALL 18' CEMENT CONCRETE \ ♦ '\ a� DRIVEWAY (TYPE 1) PER COY \\�j DETAIL 2-9 ON SHEET SD -02 a o SURVEY NOTE. INSTALL CEMENT CONCRETE `♦� a c qA O TOPOGRAPHIC AND BOUNDARY SURVEY WERE NOT SIDEWALK PER COY DETAIL 2-11 COMPLETED WAS BASED ON AERIAL ON SHEET SD -02 REQUEST PHOTO INFORMATION. (MATCH EX S/W ELEVATIONS) PLAN VIEW: 8 ♦ ♦ A fQ l� U' D' 10' 20' SCALE 1" = 10' SITE PLAN DIMENSIONS AND VERIFICATION SITE PLAN HAS BEEN PROVIDED BY OTHERS. IEGIBSON ENGINEERING AND CONSULTING INC HAS NOT VERIFIED TOPOGRAPHIC OR BOUNDARY SURVEY INFORMATION CONTAINED. THE SITE PLAN DIMENSIONS ARE BASED ON THE PROVIDED AUTOCAD SITE PLAN. ALL DIMENSIONS SHOULD BE CHECKED BEFORE CONSTRUCTION IS COMMENCED. BIORETENTION SOIL MIX: 50%-60% CLEAN SAND PER ASTM C-33 20%-30% LEAF COMPOST 20%-30% TOP SOIL CLAY CONTENT SHALL BE LESS THAN 5% K Z F- a W w -JT ry LU ° �r W zZ00 F- z dn~ao z Liu 0¢CCY Lij 7- W co Z v LLJ Z o'm I 0 m LL,o U� z a Z O J ci m N � m Z n o m Z, 4 w 3 L Z OC °c w W o W w w Z_ c ownC7 0 z W a DRAWING NO: SD -01 SHEET NO; 3OF11 I V, 1/2' U I j 5ECTION A -A SEE NOTE 1 RECOMMENDED BASIC DRIVEWAY APPROACH WIDTHS bd WIDTH AL �"� CUA OBE -WAY 10' 16' 20' TMC} -WAY IO' OO' 40' NOTES: 1. WHERE APPROACH EXCEEDS 16' V40TH A FULL DEPTH EXPANSI N JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED NI THE APPROACH. 2. FORM AND SWORADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3. REFER TTS SECTION 48.140, YELM DEVELOPMENT GUIDELINES. CITY OF YELM i DEPT. OF PUBLIC WORKS I CEMENT CONCRETE APPROACH APPROVED DWG NO. PUBLIC WORKS DIRECTOR DATE 2-9 DES.OWN. 1 CKO. DATE .EG 5-C I S -C S -C 2/2/98 �I!P/I��I IR'II+uII iir A //Til/ I/iiiP// p I/ �I�II��AIII/ /III/ ILII/ II II� IA I// / II/AI VIII I 2' CSTC (WSDOT SPEC) 6' CSBC (WSDOT SPEC) ON-SITE ASPHALT PAVEMENT SECTION NTS `-4" 3,000 PSI CEMENT CONCRETE 2" CSTC (WSDOT SPEC) COMPACTED SUBGRADE CEMENT CONCRETE SIDEWALK SECTION THIS SECTION IS ONLY FOR ONSITE CONCRETE SIDEWALK AND BBQ AREA SEE COY STANDARD DETAILS FOR WORK IN THE RIGHT OF WAY. SURVEY NOTE; TOPOGRAPHIC AND BOUNDARY SURREY WERE NOT COMPLETED FOR THIS PROJECT. AT OWNERS REQUEST DESIGN WAS BASED ON AERIAL PHOTO INFORMATION, SEC. 19, T17N., R2E., W.M. SIIW CUT EAISTTNG PA MENT. EMVL51FIE0 ASPHALT CRADE MINIMUM 0.29' CLASS 19" A.C.P. CSS-' TACH SHALL BE APPUS (COIFACTEO DEPTH) IXt EJ2111Na TO EDGES OF EXISTING PA`4AEENT. PLUS D.QB', WTIICME`AR IS GREATER ALC JONES SHµI BE SEALED APPLiFA N MAkiYI1M O.iY UFTS v USING PAi'1NG ASPXKT ARA000W, 0.07' GRAVEL BASE v•" Ell'. ;:'!' COIN>AC1ED TO 83% E1aSTIMG OF MAXIMUM DENSITY LO.17 CRLISNEO FLEXILE. PER. 2-Q3.3{14)<1 7OPm 5 RFA G PAVEMENT COMPATRENCH ED PEP 2-G&3C1ED PER. 1'7TP. 3-01D(1 W)C NEhIDO B MINIMUM0.70' CEMENT COMO. PVMT, OR MATCH EXISTING PLUS DOB', sl� 1/2' LI SSAAW CUT EX1311NG PAVEMENT. *AO,OST I MOTHPROVIDE AS PRON REG TO DE b" SLOPE of 18a TroRFrnKiOacs PA'VAAENT SECTION LB q� B `I•YS .2,�• I' AS RED.# B TYPE II EMENT CONCRETE CURB k GUTTER NOTES: 1. WHERE APPROACH EXCEEDS 16' V40TH A FULL DEPTH EXPANSI N JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED NI THE APPROACH. 2. FORM AND SWORADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3. REFER TTS SECTION 48.140, YELM DEVELOPMENT GUIDELINES. CITY OF YELM i DEPT. OF PUBLIC WORKS I CEMENT CONCRETE APPROACH APPROVED DWG NO. PUBLIC WORKS DIRECTOR DATE 2-9 DES.OWN. 1 CKO. DATE .EG 5-C I S -C S -C 2/2/98 �I!P/I��I IR'II+uII iir A //Til/ I/iiiP// p I/ �I�II��AIII/ /III/ ILII/ II II� IA I// / II/AI VIII I 2' CSTC (WSDOT SPEC) 6' CSBC (WSDOT SPEC) ON-SITE ASPHALT PAVEMENT SECTION NTS `-4" 3,000 PSI CEMENT CONCRETE 2" CSTC (WSDOT SPEC) COMPACTED SUBGRADE CEMENT CONCRETE SIDEWALK SECTION THIS SECTION IS ONLY FOR ONSITE CONCRETE SIDEWALK AND BBQ AREA SEE COY STANDARD DETAILS FOR WORK IN THE RIGHT OF WAY. SURVEY NOTE; TOPOGRAPHIC AND BOUNDARY SURREY WERE NOT COMPLETED FOR THIS PROJECT. AT OWNERS REQUEST DESIGN WAS BASED ON AERIAL PHOTO INFORMATION, SEC. 19, T17N., R2E., W.M. SIIW CUT EAISTTNG PA MENT. EMVL51FIE0 ASPHALT CRADE MINIMUM 0.29' CLASS 19" A.C.P. CSS-' TACH SHALL BE APPUS (COIFACTEO DEPTH) IXt EJ2111Na TO EDGES OF EXISTING PA`4AEENT. PLUS D.QB', WTIICME`AR IS GREATER ALC JONES SHµI BE SEALED APPLiFA N MAkiYI1M O.iY UFTS v USING PAi'1NG ASPXKT ARA000W, 0.07' GRAVEL BASE v•" Ell'. ;:'!' COIN>AC1ED TO 83% E1aSTIMG OF MAXIMUM DENSITY LO.17 CRLISNEO FLEXILE. PER. 2-Q3.3{14)<1 7OPm 5 RFA G PAVEMENT COMPATRENCH ED PEP 2-G&3C1ED PER. 1'7TP. 3-01D(1 W)C NEhIDO B MINIMUM0.70' CEMENT COMO. PVMT, OR MATCH EXISTING PLUS DOB', TRANSVERSE CDNSIRUCTTOI DONT, SEE STANDARD PLAN A-1 W14CHEVER IS GREATER. SSAAW CUT EX1311NG PAVEMENT. LO.t]' CRUSHED �RQ�TING TroRFrnKiOacs PA'VAAENT NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND IINSTALL- ATIGN SMALL BE IN CONFORMANCE WTH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL COMSTRUCVON AS AMENDED BY CITY OF YELM STANDARDS. Ttl TRENCH BAOMLL COMPACTED PER. 2-03.300C METHOD C DEPT IOF PUBLI IORKS TRENCH—PAVEMENT RESTORATION DETAIL APPROVED DWG NO. PUBIC WORKS DIRECTOR DATE 2-1 0 DES. OWN, CKO. ATE JEG S -C i S -C I S -•C 110/3/94 4" r� -- PAWMENT SECTION EXTRUDED CONCRETE CURB SECTION NTS I is S' S' s yk r� E � N PLANTER STRIP (AS REG.) / CURB d CUTTER NOTES: 1. EXPANSION JOINT MATERIAL ro SE S/d" OFWIX PREMOLOED ART FILLER FULL 1NH2NE55 OF R. 2. FORM AND SUB{RADE NSPECTIIN REQUIRED BEFORE POURING CONOVETE. 3. SCORE MARKS SHAUL BE 31/6" NOE BY 31/4' DEEP. FOR SIDEWALKS OVER 0' N WDTH. A LONGITUDINAL SCORE MARK SMALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION ANTS SHALL BE INSTALLED IN CURB AND CUTER AND W SIDD?" AT PC AND PT AT ALL CURD RETURNS EXPANSION ANTS SHALL BE PLACED N SIDEWAUK AT SAME LOCA71ONS AS THOSE IN CURB AND CUTTER WHEN SIDEWALK 15 ADJACENT TO CURB AND WTTFR, UNLESS OTHERWISE DIRECTED BY ENGINEER. JEC CITY OF YELM DEPT. OF P IC WORKS CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBIC WORKS DIRECTOR DATE 2- 11 DES. I DPN. I CND I Aie S -c S -c S -C 10/3/94 5 1/2' O T A. .♦ .d. v'� A. a I „ I T 1/2' QFIAFNT MWRFTF RARRIFIR MRR ANTJ [SITTER I CEMENT CONCIRFU PABRIFR MAR OO IY w h � � IAiYT ��m E e A A TEFMFNT f.[1Nmrw RTW 1 FO CURB ANTI QUTTQQ I f CIT OF YELM DEPT. OF PUBLIC WORKS 1. EXP1 CEMENT CONCRETE i. ETPT FILL ANT MATERIAL TO BE ]/6' THICK PNEMGLDFD JOINT FILLER RAL MCKNESS O' C ETE CURBS '� I I ©© C 1 FORM AND SUGGRACE INSPECTION REQUIRED BEFORE MPAOYEO 1. V- F.S.D. J DWG...N0... PWANO N ARTS PUBLIC WORKS DIRECTOR DAIS 2-13 A ETYANSON tlIHTS ro BE PLACED ON 15' CEilliR9� i0) DEDAlE C, OWN. CS-CC I 3/1%94 W J ou�j —II U IU^CV = Lu IZZ�4 a w CL CL o w=wo 0 v I j Z Z_ co c'> pmQ W OD!! QRS � Urn DRAWING N0: SD -02 SHEET NO: 4OF11 Figure V -1,4f Typical Dom"pout Blbatipn Trench Plan View 4'I&Im Or 6.114. Ildrtoldtad Ppo ./ dmk —mHgladal Sr+IDNT 4 —fdmh, - nXRrfhrx Profile View a'Iytdrrn.a eweelaDck rlctBAcsl NWb CS wllr4l Hieolq lq fp 6 � { S' ididid 12• .nsHnd mnk tyt _};,_----- T in T /L fnc m �nrteGli —] ••.-- 10' nm.5' min •Ir Section A -A Protide s 11 drop Prwda a v 4m ,. 1 N4, oDmTemwl ePnIDW ft mmN u'%” f > \��� ROOF DRAIN TIGIMNE }_ 9ldowek I 2A' ---- 4' 0216 Df 6• II01DM nae, T' Oft- INdnmla••I PNa t Llm .A dl _ \\�j 24• `I �xr .&edm::k 16"-T' v v v v v v• NOTTOSCALE SOLID VC ASTM D3034 SDR 35 Typical Downspout Infiltration Trench "..n9 xaNn RgYflNd JdrlM 2di6 /DEPARTMENT CK I ECOLOGY Py,,b„Nnymnw.ey:wD.r2�L�prWncnRurw PR1Ad1IdkXNwkdPXmM.wIP. State of 4VaaHlRptun endbtieb of labliky, and dil4li1Mr. DOWNSPOUT ARCHITECTURAL LOCATION WITH (TY ARCHITECTURAL PLANS (TYP.) SEC. 19, T17N., R2E., W.M. Figure V-5,12: Typical BToretention OVERFLOW STRUCTURE NOT REQUIRED FOR THIS INSTALLATION 100% OF RUNOFF INFILTRATES POND DEPTH IS le TOTAL DEPTH 6" FREEBOARD Noll,12" OF STORAGE DEPTH t. Stan!y adbpmoa ebre IYPRd4adon Mdl In4E,bdwk a6Ttidn 2. Cd ped SSMtd&S%WASTM 1677 NOT TO SCALE 1 Typical BioretEantion '1 Re.:ned. aruary 20 10 DEPAR'r#g NrOr ECOLOG 1 PIaeMMaw Mm:/Aa4r:.cy.NswMTWvyMTpnT.npM ror pam*iura rollcelmudlIw pDlmle9iDuk Sim, of WaseTeptom' "I tom-fdomiy. and d*Wmr, BUILDING Protide s 11 drop Prwda a v 4m FOUNDATION (BY OTHERS) ft mmN u'%” f iem Im edgeW \��� ROOF DRAIN TIGIMNE PevamMrt esM &dmm,Xmin 9ldowek F,dgs of nae, T' Oft- merman Llm .A rerllav etrl4arlls P`Aw pp&I \\�j Sid-lik v v v v v v• �� SOLID VC ASTM D3034 SDR 35 lmpulp _ -�._. "..n9 xaNn SeO TORM PE t I IX.xi�ncm+aurr iIn � z".ardtliylmdtiv 2'vwddmMp mAdn W ANT.9AFe �..: _ P pdpreBRk D .. R BCX UNr Es`s (do aCC T hYdmm 9epmUm Verk0. Arpondit area Qi -2-0 eL n'0.%xlCraMdew.4W-4-anB.dru Ty d-'gn_V .- 1&' Sk,.W D. Shc Mk T-' -V?-T4 _ _ QsSMF S.—' NFT IY 1ld5k, 5ed—k, or p1Nav I'mm WB k'fer OVERFLOW STRUCTURE NOT REQUIRED FOR THIS INSTALLATION 100% OF RUNOFF INFILTRATES POND DEPTH IS le TOTAL DEPTH 6" FREEBOARD Noll,12" OF STORAGE DEPTH t. Stan!y adbpmoa ebre IYPRd4adon Mdl In4E,bdwk a6Ttidn 2. Cd ped SSMtd&S%WASTM 1677 NOT TO SCALE 1 Typical BioretEantion '1 Re.:ned. aruary 20 10 DEPAR'r#g NrOr ECOLOG 1 PIaeMMaw Mm:/Aa4r:.cy.NswMTWvyMTpnT.npM ror pam*iura rollcelmudlIw pDlmle9iDuk Sim, of WaseTeptom' "I tom-fdomiy. and d*Wmr, BUILDING i FINISHED GRADE, SLOPE AWAY FROM 0.5' MIN FOUNDATION (TYP) FOUNDATION (BY OTHERS) \ i D, \��� ROOF DRAIN TIGIMNE 4"0 SOLID PVC ASTM 03034 SDR 35 CRAWL SPACE GRADE. INSTALL VAPOR BARRIER AND CAPILLARY ,, STORM PIPE, INSTALL FITTING AS /\\/�� \� REQUIRED BREAK PER ARCHITECTURAL PLANS (TYP.) — FBf EY.Y,51N AAAR _ I ra4 Dadle I I I \\�j ROOF DRAIN TIGHTUNE v v v v v v• �� SOLID VC ASTM D3034 SDR 35 lmpulp _ -�._. i SeO TORM PE i IX.xi�ncm+aurr iIn �I¢=wuao ruin i ROOF DRAIN DETAIL NTS SURVEY NOTE; TOPOGRAPHIC AND BOUNDARY SURVEY WERE NOT COMPLETED FOR THIS PROJECT. AT OWNERS REQUEST DESIGN WAS BASED ON AERIAL PHOTO INFORMATION. �HI LUWre�smns !'OS7a LRVKE I) Mtrensrares o4rHmere aewgare Gude A YC3STALSERVICE APPENDIX C - Cluster Box Unit Access Maneuvering Spsoe-Single Unit NOT'M TO AICR 1. IF THE ACCESSIBLE ROUTE FROM THE CBU(%) CONNECTS WITH A STREET OR OTHER PAVED SURFACE AT A VERTICAL CURB, A CURB RAMP SI4OULD BE INSTALLED IN ACCORDANCE WITH RE -4 REQUIREMENTS. My�[W. T- L "eN tf. N 1 L SK WNW RUP[Y[XR rNUM�w is APPENDIX A - Cluster Box Unit Installation Single Unit D-10DON & SUMers GU de NAM i MANN i T T F%45DY WIm _ � � ISI — FBf EY.Y,51N AAAR _ I ra4 Dadle I I I Y ` � si'are rawumX.� mum -x-0. I I uY�Paace6 { l 1 i� a cxxs x«e., omrve Ymctx or wNw �A K fM �XA'b4\nYtF�.MI lmpulp _ -�._. i i IX.xi�ncm+aurr iIn �I¢=wuao ruin i csu suw++ml Y. C NPR Ao4I, IMbM PA"d Pedeatrlan Sulace Of avete A or bbil; 91rne1 D .. R BCX UNr Es`s (do aCC MCLUSTEANUVERINQ SPACE - j Qi -2-0 eL n'0.%xlCraMdew.4W-4-anB.dru T-' -V?-T4 wn mom: m�.c i APPENDIX A - Cluster Box Unit Installation Single Unit D-10DON & SUMers GU de NAM i MANN i T T F%45DY WIm _ � � ISI — FBf EY.Y,51N AAAR I a ®SEs WM L_ J ASId1Med sWdM,CEs IN $V POO mm" am IL 'O L f14B&E1 PAD CBe PFBEST/L'^••-- 'OL *ECM. PETESTIL dAL,) WZH 0=40 Wm v. a9b .5d MN - (/�'PR7Eo mus J $dME UDWA E25 7MO1 PE. FOIR T-4% 499 leo % DN NL SIDES FDR SAAP(ACE i „�, "yx T kY.FNAI m 14,10 COMM uwwjK O"Irim OHS P 1% 400 M i i .�ry Se11D aX% Dom). tlW.14 �^ ' 1 .r t Z H �T,( FRM W[nNAle31 VC!"AM WYPY�tiTeM9 LL,Y.aL vy1 1. GNIdA'6[ SIC0 HWe A. CCW'+Rf35A1! SRNMm4 dr k�p Ps, R ITR RAIISLT AEWIFp 1RADlT J..xnYm.a-,d4.44 unci R 2a TAIy$. PAMAM tx MN - 8R NA%, a9 DAIYATIIEM AND G&WAM117. 4/2' WRAP. 10AIL IE4CM, GfALOG M PIAL® MTm 1 .1.50.41* SLLW' k h=M %NtZ MTM Ao .TRI N"ER ft -12M . PEI - AA15 C E d0. DOME THAT THE NN TWr4DNDR IN COA44'ETE G M' U,',T a n NLS � [Xn.wMIN.44m9 1-I 01410m . 5-14 —1112-61r :MY+IAJF,p. CATN.'SG 6 Cdd-Kf-a`9M wivwRFn, TAT iuMn . 5-1/2' ohwLL Loctw,, mm ee II 12-Sft. NN/SFA: 1794 U,.+..,wn E TNR lYE Bk. ""ME" M CNIN."AE1E 6 Ai 003-I ft". E 1HO THE NN FWEf KWI IN eo"VE o AT ISW i °"°' SCLUSTER BOX UNIT (C$IJi INSTALLAl10N -� r I ISL �PlC (SINGLE UNIT G1- 2 - a e JuepeA6rary/de4ab(Q}-2-GI 172' h0' }�.}.til+�-4.7w A.'4°Lu-, ITols rf 2opis 21 DRAWING NO: SD -03 SHEET NO: 5OF11 SEC. 19, T17N., R2E., W.M. INSTALL: \ 4" GRAVITY SEWER CLEANOUTS AT \ DIRECTION CHANGES AND END OF UNE IN \ SIDE SEWER INSTALL 4" GRAVITY SIDE SEWER CONNECTIONS, ONE FROM EACH UNIT SEE COY DETAIL 5-2 ON SHEET UT -03 90 LF 6" 0 2.0% MIN SLOPE GRAVITY SIDE SEWER. SEE COY DETAIL 5-2 ON SHEET UT -03 q® L O INSTALL: 1.5" WATER SERVICE I IFOR FIRE SPRINKLER IAND DOMESTIC INSTAIL: 1.5" WATER SERVICE +i FOR FIRE SPRINKLER AND DOMESTIC ti INSTALL J 4" GRAVITY SEWER CLEANOUTS AT DIRECTION CHANGES IN SIDE SEWER WATER LINES. SEE COY DETAILS 4-3 AND 4-15 ON SHEET UT -04 NSTALL: 1.5" WATER SERVICE FOR FIRE SPRINKLER AND DOMESTIC INSTALL IS WATER SERVIC FOR FlRE SPRIN IAND DOMESTI d?/ -INSTALL• STEP PUMP CONTROL PANEL ON SIDE OF BLDG. ADJACENT UNINHABITED SPACE SEE COY DETAIL 5-2 ON ZSHEET UT -02. FY 'WRING AND CIRCUIT REQUIREMENTS PATH COY BEFORE INSTALLATION. INSTALL• 1500 GALLON YELM EVERGREEN STEP TANK, SIMPLEX PUMP SYSTEM AND TRAFFIC RATED LIDS. SEE COY DETAILS 5-8, 5-9, 5-10, 5-13, 5-17 AND 5-19. /, INSTALL: �\ STEP SEWER DOUBLE SERVICE CONNECTION. SEE COY DETAIL ♦\ 5-2 ON SHEET UT -03 LOCATED EX. STEP SEWER SERVICE UNE AND EXTEND TO NEW \" CONNECTION BOX LOCATION OUTSIDE PAVED AREA. EXTENSION SHALL BE SAME DIAMETER AS EXISTING. CONTACT COY BEFORE DIGGING. PLAN VIEW: 1" = 10' HORIZ. Z W ��.IJII 8 V � r �o 0' 10' ag SCALE 1" = 10' o � N � Q � N STEP TANK INSTALLION INSPECTIONS INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. REQUIRED INSPECTIONS ARE: 1. TANK INSTALLATION, IE; BEDDING AND LOCATION 2. TANK INFILTRATION, EXFlLTRATION TEST 3. S.S. PRESSURE TEST 4. SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION SEWER ELEVATIONS: CONTRACTOR SHALL VERIFY ALL SEWER ELEVATIONS PRIOR TO INSTALLATION. THESE ELEVATIONS ARE: 1. RESIDENTIAL SIDE SEWER ELEVATION 2. MIN 2,0% SLOPE ON 6" SIDE SEWER CONVEYANCE LINE TO STEP TANK 3. STEP TANK ELEVATION FROM SURFACE GRADE TO TANK INLET. IF GREATER THAN 5' COY APPROVAL REQUIRED. vw z w Jx d a �j 1- v co UD t- w w ZZ00 uwi ��< zw 0 0 >: o <i p LU 0ZZ� ci Wm� U� DRAWING NO'. UT -01 SHEET NO; g OF 11 s a z ffi j' SURVEY NOTE: TOPOGRAPHIC AND BOUNDARY SURVEY WERE NOT G COMPLETED FOR THIS PRO ECT. AT OWNERS REQUEST DESIGN WAS BASED ON AERIAL m PHOTO INFORMATION. o� o q® L O INSTALL: 1.5" WATER SERVICE I IFOR FIRE SPRINKLER IAND DOMESTIC INSTAIL: 1.5" WATER SERVICE +i FOR FIRE SPRINKLER AND DOMESTIC ti INSTALL J 4" GRAVITY SEWER CLEANOUTS AT DIRECTION CHANGES IN SIDE SEWER WATER LINES. SEE COY DETAILS 4-3 AND 4-15 ON SHEET UT -04 NSTALL: 1.5" WATER SERVICE FOR FIRE SPRINKLER AND DOMESTIC INSTALL IS WATER SERVIC FOR FlRE SPRIN IAND DOMESTI d?/ -INSTALL• STEP PUMP CONTROL PANEL ON SIDE OF BLDG. ADJACENT UNINHABITED SPACE SEE COY DETAIL 5-2 ON ZSHEET UT -02. FY 'WRING AND CIRCUIT REQUIREMENTS PATH COY BEFORE INSTALLATION. INSTALL• 1500 GALLON YELM EVERGREEN STEP TANK, SIMPLEX PUMP SYSTEM AND TRAFFIC RATED LIDS. SEE COY DETAILS 5-8, 5-9, 5-10, 5-13, 5-17 AND 5-19. /, INSTALL: �\ STEP SEWER DOUBLE SERVICE CONNECTION. SEE COY DETAIL ♦\ 5-2 ON SHEET UT -03 LOCATED EX. STEP SEWER SERVICE UNE AND EXTEND TO NEW \" CONNECTION BOX LOCATION OUTSIDE PAVED AREA. EXTENSION SHALL BE SAME DIAMETER AS EXISTING. CONTACT COY BEFORE DIGGING. PLAN VIEW: 1" = 10' HORIZ. Z W ��.IJII 8 V � r �o 0' 10' ag SCALE 1" = 10' o � N � Q � N STEP TANK INSTALLION INSPECTIONS INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. REQUIRED INSPECTIONS ARE: 1. TANK INSTALLATION, IE; BEDDING AND LOCATION 2. TANK INFILTRATION, EXFlLTRATION TEST 3. S.S. PRESSURE TEST 4. SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION SEWER ELEVATIONS: CONTRACTOR SHALL VERIFY ALL SEWER ELEVATIONS PRIOR TO INSTALLATION. THESE ELEVATIONS ARE: 1. RESIDENTIAL SIDE SEWER ELEVATION 2. MIN 2,0% SLOPE ON 6" SIDE SEWER CONVEYANCE LINE TO STEP TANK 3. STEP TANK ELEVATION FROM SURFACE GRADE TO TANK INLET. IF GREATER THAN 5' COY APPROVAL REQUIRED. vw z w Jx d a �j 1- v co UD t- w w ZZ00 uwi ��< zw 0 0 >: o <i p LU 0ZZ� ci Wm� U� DRAWING NO'. UT -01 SHEET NO; g OF 11 GENERAL NOTES SANITARY SEWER MAIN INSTALLATION: A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CIN OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). B. ALL APPROVALS AND PERMITS REQUIRED BY THE CIN OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. C. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. D. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. E. 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 LIME OF THE TAP. F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. G. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS, H. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER' WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED OF DIRECT BURY COPPER WARE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL THE TAPE AND 'HIRE SHALL BE FURNISHED BY THE CONTRACTOR. I. 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. J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE 1WTH THE ABOVE MENTIONED SPECIFICATION (SEE GENERAL NOTE 5.60-A). K. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. ENGINEERING SPECIFICATIONS AND STANDARD DETAILS - 12/09/2019 5 L EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. M. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. N. IT SHALL BE THE RESPONS181UTY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 0. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. P. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE PATH THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS, (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE Q. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM, APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. R. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5- FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. S IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REWIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL 1115031-0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406' DIAMETER T. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 4B HOUR NOTICE TO THE SEWER DEPARTMENT IS REWIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE 1. TANK INSTALLATION, IE; BEDDING AND LOCATION 2. TANK INFILTRATION, EXFLTRATION TEST 3. S.S. PRESSURE TEST 4. SERVICE UNE PRESSURE TEST 5. FINAL INSPECTION U. ALL POSTS USED TO SUPPORT PUMP CONTROL. PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL TABLE FOR FEEDER WE RUN I NAE 5i MAXWRIA DISTANCE _ 012 ANG COPPER I I50 FEET I 110 AWG COPPER 2A POET je AWG COPPER 380 FEET SEE S flCATI@6 f AD QUAL INFORMATION . DECAL - SEE SPEgRCA1KRNS Tb SRENCE _-F B3L0 D SIL NCE FqN. D)U) SERVICE 6411 7ERNG 360-iE Sail CM OF SM PAIAOGi NTN COMMON KEY RR NIS"ED BY Tiff 1MsGN p CITY OF TRY ALARm LICK RAID SILENCE BUTR)Nk FROM POWER $p1ROE 3M CONDUIT OR APPROPFTAIR, SIZED PER Ltd ELECTRICAL CODE PANEL S12E MAY VARY DEPENDING ON APPOCATIO. IPUMP �-GARAGE CONTROL MALL xE FAIR _ L� 3(4 PxL &1 71 OIOSOOUECT `" sf4' � --81CIMCAL lRNDER HOUSE CONDUIT 10-•—��'-71-T STEP TANK . _ i-FfKiTNG/S1EM FOOL TO STEP "'- - TANK CONTRACTOR TO SHIM,`,�"'�,� ETC, TO ACCOUNT FOR dFTERENT TSPS$ �� OF -r, SgNI\\ (CONIRACTOR TO FORM GmAGE WALL BOTH CONDUNS AS PUl� SHOWN FOR BOTH> CONDUITS) ! 'PANEL STAPLES$ STEEL TWO •. � HOLE STRAP$ AS F1MRE9 TO SECURE OMIT TO MALL MOMS, 1_ PIMP CGNIRDL PANEL DOM SHALL OPEN COMPLETELY FOR RILL ACC£$$ TO INSIDE OF PANEL 2. LOCABON OTHER THAN GARAGE WNL OR REMOTE POST HALL BE CONSIDERED ON A CASE BY CASE BATS 3. DISCONNECT OYER SHALL BE 5031-0 RAVH111 SINGLE GANG 'HEATHER PROOF OM LOS" DIAMETER, ENTSUNG GROUND l i o TALAR WATER TIGHT CAP --.f-FINISHED GRADE ,,- WATER TIGHT CAP I� r F4 CWC£ THING NNE 1 : 1 14 GADO 10 CRAV1TY $0C i€NER I TONING VIRE CONNECTION CASE SY I'• I MSIR. &. I TO S'RWGY CASE I UNRUET LEE R OVER �rd,, j MIT t _. _ I I FI E lw IGD GAA I i —1 Ir_v_ 4.0 OBLTC$ I L _. T,00 GAL - 1,500 GAL 050 GAL I ! CAPAam I t I 1 �-ltAffLE, ^V MN BERONC L FGR 'dE APPROPMATE FLOAT LEVELS, SEE D&AWNGS Tr13. 15-14 AND 15-15 (SIMPLEX, DUPLEX AND TRIPLEX) AS THEY APPLY. C07m - ARPNwsu er CWC. W0. �)�p^ y,�_I _ AVPHa,tm BY r DWG. NBmor [�{�?F'1'ELh6 I u PRooEO BY DWG. No TYPICAL PUMP CONTROL PANEL Pueuc waRKs LwEc .OR ogre DATE L� TYPICAL PUMF" [ UN"OL PANEL PGHuc vbRNs unecTaN DMre `"5 1,250 GAN! U�ALLON ausuc waNRs o RECTI« aAre `r1D D um h' 1>.L I lalxds INSTALLATION ON EXISTING HOUSE °" w�zms CONCRETE STEP TANKS fGESMKD P" uma F1t bvY IDA'BAm1s PNISHED GRACE 3CN RISER / ALARM NO tmON OFF 3 REDUNDANT Off 3.5' 000 'y1 / STEP TAN 'jai(/iii/�A/r�//i/r/i 6" MN. RED ONG I. 1,000 - 1,500 GN. TANTS CIdY111 YELhF — APPR04E0 Br CNG. N0. FLOAT SETTING VAULT DIMENSIONSmallc:., pECT{M aAre 518 49 FOR SIMPLEX PUMP FAULT I-MXD P"u. F". 1B96Ns 1 I _ NA1WE CR SELECT 11AGLRLL ASDOW -�.-,---- DIRECTED BY I REDDIN , MATERIAL POR CONCRETE TANK SHALL 0E PER MANUFACTURE SPEOACABOM CITY OF YELM I AFF". Bx DWG. NIL CONCRETE TANK BEDDING PueuG wGRKs LFPECTOR mllx 5 32 aA mums � r a � o 95 � z Lu UW !M Lu J Lo Lu N p > ZZ00M In Z W 4 td W (Laa0 O - O = W 0 Z v W C Z CO M Wz OD M Vo Z U a Z on O J n Z H 0 a U v z a W 3 Z Z a G c z W W ao Z& ti Z W a DRAWING NO: UT -02 SHEET NO: 7OF11 EVERGREEN PRE -CAST, INC. P.t).5& Sumner, W?198340 , Piwne: {253) 318d3a'SSIGT SAX: (253) 863.2441 150' 6La+ uAF�1 Y.n 4 siv�1'1*4K -r.�' ul� rytlo I i I A,FTic,�l'rcaz I1-,:�.xN�. I U01 I I I t .G..-.�a.t 1s2:1c7 m — &.k kiT- AVFW, 12.;QA+� LES i / ye r / Y MINIMUM SEiBAO'. DRIESIDSIDEWALKS, PORCH.,r� r/ C4RVff'WA MAYS. AND 51EP TAM1TC , 9fiFAE IpgOI� RESTORATION TABLE ABOVE ' 03WINlYN ALID TN'E 03NIY1NIYN H3NK0.� �IHBH3NMD 83B3e 306 � � € OIIRIm a DUm su7Am SEIEOT BAMAL 8 ! 4 9JAAfE TIP WORS F—j vi sm TMAcmmw Emm Q X01 MUNI fATAOwY TD D All E)951NC ORAAks / I / I BRESTORAACKFILL RESDIRAR(N TABLE N1RB3 5CPE9 SHNL 1140 IM MW MANTA. SIDE SLOPE AS STEEP FINSI RRXR%TimWAX (DR* Y/M WK) 101110M *10?IESG I '... I AS POSSIBLE I G gw rs I �B. PIPE BEDDING FOR OM W" ftE%IBLEPIf� n WWACT 1D W CiTY OF YE� M APPROVED BY OND. N0. TYPICAL CONNECTION PUB C AORkS .RECTOR BALE �T I°ES'MKD 1°W"UKD °T1MAI I� 0/2°19 EXPEND SERVICE UNE 2' BEYOND BACK OF Ir 18" SIDE='ALN TYPICAL A7 k snLTANLK TONING MIRE SERVICE VAYIE BOX (2) V KBI SWNG CHECK VALVE 1' KM BALL VALVE -CONNECTION MADE WITH HEAT 2" v 1" A T` TEE SHRINK BUTT CONNECTORS OR DBT 1fI UNDERGROUND SPLICE KITS BUSHINGS DOiB 2" SERVICE LANE 2' K& SWNG INSTALL TEE OR TAPPING CHECK VALVE SADDLE (ROMAC) OF EQUAL AS APPROVED BY THE CITY 2" RBI OF YftM BALL VALVE �_� TONING WOE S.TE P. MAN STE FOR 421 RESTORATION SURTACE SEE r / Y MINIMUM SEiBAO'. DRIESIDSIDEWALKS, PORCH.,r� r/ C4RVff'WA MAYS. AND 51EP TAM1TC , 9fiFAE IpgOI� RESTORATION TABLE ABOVE ' SEE RESTORATION TABLE TN'E EINISIB GRADE -7 RrwsARNrs OIIRIm a DUm su7Am SEIEOT BAMAL FINS. GRADE NSU. BE 9JAAfE TIP WORS COMPACT W 9R sm TMAcmmw Emm T MEL RPADE s AT. AD PRAYIINRT� I PA,W NAN 1' OA1RN0 SEE MUNI fATAOwY TD D All E)951NC ORAAks / I / I BRESTORAACKFILL RESDIRAR(N TABLE N1RB3 5CPE9 SHNL 1140 IM MW MANTA. SIDE SLOPE AS STEEP FINSI RRXR%TimWAX (DR* Y/M WK) 101110M *10?IESG I '... I AS POSSIBLE I SERER NNE to I �B. PIPE BEDDING FOR OM W" ftE%IBLEPIf� n BO' OR AS APPROVED BY DIRECTOR OR HIS/HER DESIGNER AS SITUANOMS MAY REQUIRE PIPE 0.0, RESTORATION TABLE I r / Y MINIMUM SEiBAO'. DRIESIDSIDEWALKS, PORCH.,r� r/ C4RVff'WA MAYS. AND 51EP TAM1TC , 9fiFAE IpgOI� AA0�A� [aBACIpN mAKNrz/ DMa TN'E Nnxtt RrwsARNrs OIIRIm a DUm su7Am SEIEOT BAMAL FINS. GRADE NSU. BE 9JAAfE TIP WORS COMPACT W 9R sm TMAcmmw Emm T MEL RPADE s AT. AD PRAYIINRT� I PA,W NAN 1' OA1RN0 MUNI fATAOwY TD D All E)951NC ORAAks MNRFA[[ TOP CCLY6f CCNM 10 91% N1RB3 5CPE9 SHNL 1140 IM MW METMU pM7 FINSI RRXR%TimWAX (DR* Y/M WK) 101110M *10?IESG I '... I ro°'M INX I IAANAAADBCARE I mAR N YNl„PL ARWP I I �B. OM W" LRWRDIFD s.EAYF I N/A I WWACT 1D W wom 2' I AeDKpEM�mmm CIBC = CRUSHED SURFACE BASE COURSE CSTC . CRUSHED SURFACE TDP COIRSE Ci�rr YELM APPRoeo BY ONQ ND. CITY Of YELM APrrtovm BY mG B0. TYPICAL DO E SERVICE pDBuc wDRKs aREcroR /AYE QATE�Z TYPICAL PIPE TRENCH I ftBGC wo�pR�KNs DIRECTOR DATE 5 3 CONNECTION I'ES'1611(h MKD I"UhuM I 10/2019 �� Ism F MNO °UFRI f°A D/2618 PROPERTY UNE riirirrr7TfTrriiirri ' r f I � IFOUSE �, 1 r / Y MINIMUM SEiBAO'. DRIESIDSIDEWALKS, PORCH.,r� r/ C4RVff'WA MAYS. AND 51EP TAM1TC MIN. CLEANOUT 2' U10.1TY SAFETYs EASEMENT �IO' ",4� UTINTYEASEMENT 5' SIDEWALKDPoYEWAT PLANTER STRIP 6 MINIMUM SETBACKS FROM PROPERTY LINE, HOUSE FOUNDATION. AND PORCH FOUNDATION TO TANK 'per^ I CITY OF YELM SETBACK DETAIL I APPROVED BY DMC NO ISS NnaKs NRECTao DATE DATE &N9 USE L" UNION TO CONNECT ism APARATUCS FOR PRESSURE 1E512AG SERUCE X JI W mr SI WE FIBERW (Y 18' MNTRAFRISK HEIGHT TY1N IM ALL STAINS STEELS LID II1H. I� = d' Lu H NCH -FIC "NWC TANKS 24' NO SCREWS AND LuZ Z UNLESS CEIERNTNED BY CRY. NEOPRENE GASKET M Q ¢ Lu O CTT c 1' DIkPVCVE ASS HOBS AND W Z EL 0_ O HEAVE ALL IRE 10 ALLOW FOR PUMP BALLS ASSEMBLY ORIENT C AfA14wAL BALL VALVE AS SNOW. Lu O 2 d. .ALL =ELEC OIOS4E BALL VALVE SHAIUL BE �NNEC CONNECTIONS Mme GRIPS WTHN It BOA UO L1 w_ 0 SHRINK BUTT CpNECRNLS - W v > U` Z rD 24' PVC RISER SLOPE GROUND AWAY PITON WSE /' DA, NEW PVL" R/I M LLQ Z W+ 10' IR OF EL TOP CA RISER TO / HEOPRRNE GROMMETS CO NTRACTOt TO EPO%Y TWO 1' [n SLR34 GWEE U OF EIiO1RMAl. COHOIT MANHOLE RING AND COVER ' PVC PRE PIECES i' LONG TO oU$ O PoJRY TQNWG NYRE 3 4' EY CONDUIT SEAL 1000 WEE - 'NSTALL FIBERGLASS NO FOR LIFRNG (� NBTALL W RISER L= ELECTRICAL CONDUIT— IN RISER CONCRETE COLLAR 0) CASE BY CA TD POMER S �' � I . I EPPllIKFFi asaARGE 2 -PART EPDXYDR APPROVEDMUM, USE AIANC) RISER II TAW AOA ORiOR CONCRETE 6 ONE WRY' TANKS '--If X 12' CRUSHED ROCK 5fECPNG PVC iAMBLY ORECT BURY 14 GA. COMPACTED BACKFILL MET 'T" � AS SET BY FLOAT YEUB � COPPER TONING IRE NEER WITH FIRD ASS NO 2'-0' TAIL INTO RISER ORENCD SYSTEMS, INC., OR 4•0-/ t -1/A' OA. INLET MMES ECUAL, A W ORIFICE AROUND PERIMETER OF VAULT ' 4' CIA PVC PLOW INDUCER PLC BDTUBE Id - AAO Qom. a4fS Z a B'�' i•E1 '2211'' PVC W RISER REQUIRES 24' LINO h ALUMINUM CM� 24' PLC RISER REOUBES 30' RENO & ALUMINUM COVER O Ja m �SBBMER9BlE fFitUENi 3e PVC RISER REWNEB 36' RING & ALUMINUM COYER N 2 OAPHCO TURBINE 10 GPM z u TIE MATEIBAL FOR DUPO ARIL CLASS i DAMON I P.10 0511 OSI ptw 'MIN � C � m INSTALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET &0. PO ER CABLE AND THE INTENT OF THE INSTALLADON REWIRDIENIS SUDAN IN IJC BY-PASS ORIFICE IQ THE TYPICAL STEP INSTAL ATIM IN THE LAB[HARGE HEAD ttt 2 Tr Q Q w 3 v Z_ z wi ___.._... W I fa.� j;F f�t,J�i I APPRrnm sr oN>a. No. I CITY OF YELM_ haw I APPRoeeD BY LMeG. TYPICAL 1,25 [;AL RESIDENTIALI P ; UBIiC rl4NrKs DIROC'RECKR DALE DALE RISER (TRAFFIC RATED} I PUBGC YgRKs OItRCTDR DATE DAiE5m CONCRETE TANK INSTALLATION IoS-MND FWNVKD I °DIM 1B/2019 1 °E"MKD 1MUIXD N" °6MM I tOj2O9 DRAWING NO: UT -03 SHEETNO: 8OP11 GENERAL NOTES WATERMAIN INSTALLATION: A. 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. B. ALL WORK IN CITY RIGHT-OF-WAY REWIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FORA PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, ENGINEERING SPECIFICATIONS AND STANDARD DETAILS REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. 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. 2. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C9DO, 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, 3. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SOFT OF 18. 4. 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. D. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -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. E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. F. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). G. 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 O2 BACKING MARKED WATER 2- INCH -WOE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE '0' OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE UF' SINGE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL LIRE CONNECTIONS SHALL USE WARE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED ENGINEERING SPECIFICATIONS AND STANDARD DETAILS - 12/09/2019 4 EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. H. PROVIDE TRAFFIC CONTROL PLAN(S) AS REWIRED IN ACCORDANCE WITH MUTCD. I, ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK, J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED 'W" 1/4 INCH INTO CONCRETE K. CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. L 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. M. 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 N. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH LIST' PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 0.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE PLANS RESTORATION DEPTH TRACE TAPE 12' TO 18' UNDER THE VARIES. FINAL GRACE. TRACER WARE (SEE GENERAL WATER NDTES 90. 7) TRENCH BADRi 1SAND. 6' SMROL440M PIPE SEE NOTE 1, 2. 3 A, t 5 6' BFDDING MATERIAL - SEE NOTE LNlDLS1URBED SOIL Il 1. A MINIMUM DOVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REWIRED AT ODNIECTION POINTS, 2. NATIVE BACKFILL 9*1 CONSIST OF CRUSHED. PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOW WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT, 3 NATRE TRENCH BACKFWL MAIERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL 15 4 -WOES. 4, PIPE BENDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL, NO SUBSIU IONS WILL BE ALLOWED MTHOUT WRITTEN AWHOAl2ATION FROM THE CITY Of YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY TIE CITY, TRENCH 3AC'Kf1LL SHALL WE THE WSDOT STANDARD SKORCATIONS FOR THE PINE TYPE BFING SPEOFIED. I CITY OF YELM I APPROVED BY DWG Na TYPICAL WATER MAIN TRENCH & PDBUD wDRKs oIRFCYCOW DATE 7E413 _— BEDDING DES.MKb FWNMKD FA';FC IDA 12/2016 A APPROYED METER BOX 1 T/Y { 13 IJ4' 15' B x -"1730 NR UD -B APP EBOASEL 2" I 17 1/4' 15' I a METER Box---. r I/Y-2 P0.YET Y ENE UL AA •— B17'1 r/2" -'MME AD-` 2' RESILENT BALL VALVE VEGGIE GATE (CURB STOP) CHECK VALVF VALVE I SEANCE SADDLE 30" ROAAC 2025 OR 2% SLOPE TD BOX 46" TO CENTER GF BOX 910 GATE VALVE HOUSING AND 1m1 41. CURB CHECK VALVE - 14 GAUGE[ 4 - BALL VALVE INSULATED j(' COPPER TONING[ A CORE WRAPPED e1 1/2; - 811-6 MOUND THE pp 2G8 -g 811-77 GENEPIPE RALNOTES11/2 - C8B - 757—\B 1� N0. 7) --- FOOD PACKJB 1 COU+CIRAROR STOP PAPE IDI -. PLASTIC UNE IUSE 200 PS 8Y-1AS1 VALVE PHILLIPS DIR RPE 5100 W/LOCKABLE CAP POLYETHYLENE PIPE) FORD BALL VALVE WITH SERVICE SADDLE PACK JOINT tr FENALE I.P. 11/P/2'2'-2" MME THREADS hm 1. STAINLESS STEEL INSERTS REWIRED FOR ALL PACK JOINTS. I ALL SERVICE SADDLES SHALL HAVE RUBBER 2. CASKET AND I.P. THREADS 3. CITY STANDARD FOR COPPER SEVERS ARE: 1 1/Y' - FORD VON 76-15813 OR EQUAL Y - FORD VBH 77-15817 OR EQUAL 4, ALL 1 1/2' AND 2- SADDLES VALL BE 2' TAPS WITH BRASS 2" NIPPLE AND 2' RESNENT WEDGE GATE VALVE AND 910 HOUSNC AND SDR -21 PVC PIPE HOUSING CITY OF YELM I APPROVED BY DWG Na 11/2" T4 2" METER SERVICE �rueuc WORKS XREOTOR DATE DATE Sf" :IEC F'MKO •IEG I 12/2016 L— Lu ui N Lu W On w ZZCOm > ui4 CA z co��49 a z p a? o cou g! Odi O = W WZQZ_M oLu ma U� CA DRAWING N0: UT -04 SHEET NO: 9OF11 10 W SEC. 19, T17N., R2E., W.M. \ ` SOILS AND SEDIMENT FROM \ LEAVING THE SITE SEE \ a DETAIL ON SHEET EC -02. 0' 10' 20' SCALE 1"= 10' \ O r t a INSTALL STORMWATER INFILTRATION T.E.S.C. GENERAL NOTES: \ POND FOR USE TO CONTROL \ CONSTRUCTION STORMWATER, 1. CONTRACTOR SHALL SECURE ALL STORAGE AREAS. \ DO NOT EXCAVATE THE FINAL 6" OF 2. CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL SOIL/SEDIMENTATION \ ° ' MEASURES FOR PROPOSED DEMOLITION AND CONSTRUCTION d j^ UNTIL SITE IS STABILIZED. ACTIVITIES. EOWARD ,1 Sf 1...� �y�t°F WAsyfN 4 INSTALL CATCHBASIN PROTECTION\\ I 3. ALL MATERIALS STORED ON-SITE SHALL HAVE PROPER 4 h z AT EACH CATCHBASN ONSITE AND ENCLOSURES AND/OR COVERINGS STOCKPILE AREAS SHALL OFF-SITE TO PROTECT FROM \ ' I BE COVERED IF UNWORKED FOR MORE THAN 48 HOURS SEDIMENTATION. SEE DETAIL EC -02\ + \ � 4. ALL DISTURBED PERVIOUS AREAS SHALL BE RESTORED IN o FcrsTeae° \ G ACCORDANCE WITH BMP 75.13: POST -CONSTRUCTION SIGNAL s \, SOIL QUALITY AND DEPTH AND HYDROSEEDED/SODDED. 0.21.2021 INSTALL CATCHBASIN PROTECTION I 5. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AT EACH CATCHBASIN ONSITE ANDPRIOR TO COMMENCING WITH ANY SITE DISTURBING DFF-SITE TO PROTECT FROM \ ° "..:-4 ACTIVITIES. o o SEDIMENTATION. SEE DETAIL EC -02\ q. 7,INSTc AT EACH CATCHBASIN ONSII ND I \ \ OFF-SITE TO PRO FROM w \ SEDIMENTATION. SEE AIL EC -02 ed' A \ s \ a b INSTALL SILT FENCE I w AS NEEDED TO PREVENT m Lu ¢ � � Q G ��\ SOILS AND SEDIMENT FROMW z EL a o LEAVING THE SITE SEE DETAIL ON SHEET EC -02. O cf3 W W 9 \`% \� I W M oZE m�M INSTALL STORMWATER INFILTRATION ° D p POND FOR USE TO CONTROL Q Q � q CONSTRUCTION STORMWATER. ss p DO NOT EXCAVATE THE FINAL 6" OF \� I SOIL/SEDIMENTATION UNTIL SITE IS STABILIZED. Z a %Li h • .\ a a W 3 INSTALL CONSTRUCTION ENTRANCE. a `may ti o z LOCATION MAY BE RELOCATED WITH COY APPROVAL. SEE DETAIL ON EC -02 Ia ti FOR SPECIFICATION "�` z xo SURVEY NOTE: ��� A ' w g TOPOGRAPHIC AND BOUNDARY SURVEY WERE NOT PLAN VIEW: COMPLETED FOR THIS PROJECT. AT OWNERS REQUEST DESIGN WAS BASED ON AERIAL 1" = 10' HORIZ. n PHOTO INFORMATION. , DRAWING NO: EC -01~ SHEETNO; 10 OF 19 SEC. 19, T17N., R2E., W.M. INLET OVERFLOW PROTECTION SKIRTC—LL7 i OU.ECiION CATCH BASIN --^ NOTE: 7 WHEN REMOVING SILT SOCK USE ADEQUATE / STAFFING TO ENSURE THE FABRIC AND SILT DOES NOT FALL INTO THE CATCH BASIN, SILT SOCK DETAIL NTS R=25' MIN. - 12" MIN. 4" TO 8" QUARRY SPALLS - NOTE: PROVIDE FULL WIDTH OF INSTALL CONSTRUCTION ENTRANCE INGRESS/EGRESS AREA AT LOCATION WHERE ACCESS OFF OF A PAVED ROADWAY BEGINS. CONSTRUCTION ENTRANCE NTS FILTER FABRIC MATERIAL USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MESH BACKUP SUPPORT AS NEEDED b H i(f Ynl'Alin\:AWY�yyy�y�yl'�'^�"'R`"�YnY"nUh.Yn � BURY BOTTOM —"-'------------ MATERIAL IN 6' MAX. 46" TRENCH WOOD OR STEEL FENCE POSTS FILTER FABRIC MATERIAL BACKFILL AND TAMP ? — 4" MIN. WOOD OR STEEL POSTS - TEMPORARY SILT FENCE NTS 3 i uJ N 6 W 0 M i z d CL3: O Lu J 2 0 0= W'T �v WZZM LLI _ � � 0 Z Z O Z $ Zo h Z m Z e m a a W 3 _ zz{ R C Z W F LLI Z & � mmz wi 6 DRAWING NO: EC -02 SHEET NO: 11 OF 11 iA