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20150212 Redline Cmts #2 03312016VCINI Y MAP TV/ =D /w=A0C0A i*o%= SW 114, NW 1/4, SEC.19 ' TWN.17 N. � RNG. 2 E. � W.M. SITE THURSTON COUNTY, WASHINGTON PLAT OF PRAIRIE VIEW ESTATES, AFN 8112100057 • Qi STA. 0+36.37 1&45 LT INDICATES AN EXISTING WELL AT THIS APPROXIMATE SCALE: 4' = 1 MILE ,� - I-STOP SIGN RI -i LOCATION. WELL WAS DECOMMISSIONED 211612004 PER x c.> WASHINGTON STATE DEPARTMENT OF ECOLOGY RECORDS. � � 9 ROAD NAME SIGNS WELL LOG ID: 380481; NOTICE OF INTENT N0. A046673. r trs 8. c,r v w 2N0000 ROAD »A,. (D3} ir. Sc_ j 3 { . �3 i 3° �, f, � ;�iQ, OPEN SPACE CITY SHORT PLAT \ % . f l I (t� 1 69 31010000 0) \ - f �.� I APPROXIMATE NAIL BOX CLUSTER 693 A.F.N. 8112100057 10000700 CONTRACTOR :x)0900 \ , CONTRACTOR Tb COORDINATE FlNAL Parcel Line Table Line # Length Direction L1 2.78 S9' 10' 36.87 "E L2 23.88 S9' 10' 36.87 "E L3 22.11 S22' 36' 42.85 "E L4 16.57 S21' 23' 41.57 "E L5 22.07 S28' 30' 44.33 "E L6 30.12 S35- 14' 05.12 °E L7 12.91 3 .1 " 5 5 ' 14' 05 2 E L8 30.72 S33' 15' 45.51 "E L9 5.21 N33' 15' 45.51 "W L10 5.05 S57' 39' 29.44 "E i ;',v) _ s�:,.7 8 r L A � WTH U. . P.S �L \ 8 L RADIUS 69310000800 Sl .1'45.4` " PVC 10'� _ STA: 0 +00 2.5'RT ROAD "A" _ , r / % //t / ; ,% / , i N40'29'47 "E 529.72' q- lNTX. COATES RD. 5E 347 3 45 C •345 - -3- -- { , L � 7.5 PARKING ______ _. / r ` I ♦ \ \ STA., 4+2TO5 R'QAD "A" - /. I / ♦ .r CON', LINE NGL POINT i : I AD A CO I\ c ; . , ; -- .� f •. _,( g �. , % /r' F ♦ \` V. 345.5 000l - [ RO! ` I N4 2948E 421. , d \\ rm 77 v v No .5' PARKING - �'i.? � /i� 1% ��,!/. /' i. I iii : :• , _ \ f '�, .( / �... fir• r :.�i'a �i (i i•a .k'. .'7r• / / �: ♦ s' i �, LANDS E , / /i/ ,fi/ ♦ 5 SIDEWAL _ - 4 TA :4 +46.05 ROAD w C.D.S.) ELEV.= ;45.77 V, 10 UTII[(T`( EASEMENT �.i - - - - -- - - - - -- -- - - -- - - - - -- ?iAi ^ :�� / �; - ♦ \ { 2 , ,� /,I � - I � I •,, ,- . � -, ., I ' F ___. __._ ''�� - -1_ � I � - I I - - - - -� 1 I \ a r- x 4 `-�_ `,1i H �, , i, � � _:ti 1 � "� I sTA. 0+36.37, .1 7 .R I I JINSTALL O OU S _i.. IGN QN L T SEWER EASEMENT IPOST (R$ -3A) ( �(; ,I I , I 1 I I I � I I� 2; , , 1 , AabP L / T T ED O �G M LFE � / u SMRL %'��;' 1'i I I I I I J I I I MAX. I I I" I MH /�,� 1 V l E/-1 D a V V S i/ � BUILDING ! \ � k {,,G I I COj4 \ \ \ �` , < ! / I I 1 I I I I I FOOTPRINT /SETBACK -_j L --� - -� - - - -� �.i - - -� I LINE (TYP.)_j L r 3r4- 7 5 - - - . L1 - - . - - - - - - 34 i N40 2948 "E 659. _ - 0' i 18' -' f 1 MIN. ` � i SETBACKS � /,,� r r, )� % /// ' !�/I/ /' I Ik.. ; i t � + ' ,19. ;i. }01Q;i •\ � 5' 7019000 t?n 0 -01900G, 0300 /n 190000400 - 016000050 AED ESTRIAN I { ; � ,, � X ACCESS i �,, � / ,� I � C n TYPE i _ - .- - EASEMENT ' ' ' z TYPICAL 1NFlLTRATION TRENCH I ro cs.� FOR A BUILDING fu rj - 3.94.7 2" AD 3 4 , NW SOLBERG ST. o , , 212 9-. 3i20i 2g 30.00' SETBACKS PROPERTY DESCRIPTION CITY SI IaR T PL /A T FRONT YARD - 15' FROM R -O -W A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST A. F. 8805030113 REAR YARD - 25' QUARTER OF SECTION 19, TOWNSHIP 17 N, RANGE 2 E, WM., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTO SIDE YARD - 5' LINE OF SAID SUBDIVISION WHICH IS 256.65 FEET WEST OF THE FLANKING YARD - 15' NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 37' :56' GARAGE - 20' FROM R -O -W WEST 525 FEET, MORE OR LESS, TO THE NORTHEAST LINE OF COATES STREET IN THE TOWN OF YELM; THENCE SOUTH. 52' 04' CONTRACTOR CTOR NOTE EAST ALONG THE SAID NORTHEAST LINE OF COATES STREET 16() FEET,• THENCE NORTH 37' 56' EAST 652 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED To NO DEVELOPMENT SHALL OCCUR IN THE BASIS OF BEARINGS AND COORDINATES: THE CITY OF YELM BY THE DEED RECORDED DECEMBER 5, 2008 RIPARIAN HABITAT BUFFER AVERAGING AREA. NAD 83191 WASHINGTON SOUTH ZONE BASED ON THURSTON COUNTY CONTROL UNDER THE AUDITOR'S FILE NO. 4049148. POINTS: #1252 WSDOT CASED CONCRETE MONUMENT WITH BRASS CAP AT THE INTERSECTION IN THE COUNTY OF THURSTON, STATE OF WASHINGTON. OF YELM AVE. WEST & TAHOMA BLVD. N 595872.9993 E 1111644.1719 #1252AZ CASED CONCRETE MONUMENT WITH BRASS CAP AT THE INTERSECTION OF (PER CHICAGO TITLE COUPANY POLICY NO. 002090467) TAHOMA BLVD. & BERRY VALLEY RD. N 595061.9811 E 1110972.4331 CONTRACTOR / DEVELOPER NOTE: WD02 76 OF 16 WATER - DETAILS & SPECIFICATIONS ML rY CONFLICT NOTE PURSUANT TO RCW 58.24.040 (8) AND WAC CALMON. 332 -120, BEFORE REMOVING OR DESTROYING ANY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES CALL BEFORE YOU DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U71LI77ES AND SURVEYING THE HORIZONTAL AND VER77CAL LOCA77ON PRIOR TO CONSTRUC770N. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING U77LI71ES AT LOCATIONS OF NEW U77LI7Y CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA77ON OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIA770N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING K1774 CONS7RUC770N. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL THE LOCA77ON AND PROTECTIQN OF ALL EXISTING PROPERTY,• A CONTROLLING POINT FOR A PLAT; OR UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U77LITY A POINT WHICH IS A GENERAL LAND OFFICE LOCATIONS PRIOR TO CONSTRtjC77ON BY CALLING THE SURVEY CORNER, THE APPLICATION REQUIRED BY UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND HOURS PRIOR TO ANY EXCAVA770N. SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. APPROVED FOR CONSTRUCTION 408 NUMBER BY: DATE: 8114 Director of Public Works O APPROVAL Q ;" z EXPIRES: a w w 0 0 U � 4 U C VERTICAL DA TUM 00 THURSTON COUNTY NGVD 29 LO BM: 1252 CASED CONCRETE MONUMENT WITH BRASS C) j CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. J 1 ELEV. 347.21 co CONTOUR INTERVAL =2 J ; -o TOP OF STEEP SLOPE ) TOPOGRAPHY PREPARED BY CARSON &ASSOCIATES m u7 22'119220205 � w , SCALE: 1 =30 l,' `Ri �° r % 0 15 30 60 2 9 2 2 C 7 0 0 167.58' i ;� { u / ! I1ifI / w HABITAT 8UFFER LEGEND Q IG AREA U ;?2719230204 ' -P�4! --PROPERTY LINE v+ U O� --- R71W- R/W LINE `r ri - - - - EASEMENT LINE i o -ADDITIONAL 10' UTILITIES EASEMENT p / U � PROPOSED SANITARY SEWER MANHOLE - - - -- - PROPOSED SEWER MAIN r - - PROPOSED SANITARY SEWER STUB I • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN SI TE DA TA PROPOSED STORM STUB ACREAGE: 2.14 PROPOSED SIDEWALK PROPOSED SHOULDER ZONING: R -6 '�� ' PROPOSED USE: SINGLE- FA,.i1LY RESIDENTIAL - -- PROPOSED CONTOUR -- - -- EXISTING CONTOUR MIN. LOT SIZE: 3,793 SQ. FT. EXISTING EDGE OF PAVEMENT AVG. LOT SIZE: 4,819 SQ. FT LJ EXISTING STORM MANHOLE PARK (TRACT B): 4139 SQ. FT. D 12 EXISTING STORM MAIN DENSITY: 5.1 UNITS / ACRE { <': EXISTING SANITARY SEWER MANHOLE NO. OF LOTS: 11 -- - -- 5 EXISTING SANITARY SEWER MAIN t WATER: CITY OF YELM EXISTING CATCH BASIN SCHOOLS: YELM SCHOOL DISTRICT #2 rr- EXISTING POWER POLE ROADS: 478FT. PUBLIC ROAD D4 EXISTING WATER GATE VALVE ? ; EXISTING FIRE HYDRANT "�• '�� POWER: PUGET SOUND ENERGY INC. vJ EXISTING WATER MAIN TELEPHONE: US WEST COMMUNICATIONS l EXISTING TELEPHONE RISER Or FIRE DISTRICT: FIRE DISTRICT #2 ':A EXISTING POWER J -BOX SEWER: CITY OF YELM C;] EXISTING CABLE J -BOX TRACT "D ": 12,214 SQ. FT. x O TRACT "• 1,441 S FT. � ' '\ � C Q RIPARIAN HABITAT BUFFER CREEK BUFFER EXHIBIT.• 3,085 SQ. FT. kk _._ AVERAGING AREA Ar Awr DA TE .3-14-16 0 4J ORA WING NO. ass nL ��s �� C Y f 811413ASE SHEET I OF15 THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINA77NG ALL REQUIRED MATERIAL TESTING, COMPACTION - TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT THE BACKFILL SHEET INDEX CVR 1 OF 16 COVER SHEET SITE ADDRESS TPi lP2 2 OF 16 3 OF 16 T.E.S.C. & GRADING PLAN T. E. S. C. - SPECIF1CA770NS TP3 4 OF 16 T.E.S.C. - DETAILS 15624 COATES RD SE Rl 5 OF 16 ROAD "A" PLAN & PROFILE YELM, WASHINGTON 98597 R2 6 OF 16 STORM TRENCH - PLAN & SECTIONS RS01 7 OF 16 STORM WATER - DETAILS & SPECIFICATIONS RS02 8 OF 16 STORMWATER - DETAILS & SPECIFICATIONS /j j PARCEL NUMBER S1 P 10 OF 16 ROAD P "A" PLAN & PROFILE SN01 11 OF 16 SANITARY - DETAILS & SPECIFICATIONS 22719230400 SN02 12 OF 16 SANITARY - DETAILS & SPECIFICATIONS WA 13 OF 16 WATER SYSTEM PLAN Wl 14 OF 16 ROAD "A" & WATER RUN "C" PLAN & PROFILE WD01 15 OF 16 WATER - DETAILS & SPECIFICATIONS WD02 76 OF 16 WATER - DETAILS & SPECIFICATIONS ML rY CONFLICT NOTE PURSUANT TO RCW 58.24.040 (8) AND WAC CALMON. 332 -120, BEFORE REMOVING OR DESTROYING ANY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES CALL BEFORE YOU DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U71LI77ES AND SURVEYING THE HORIZONTAL AND VER77CAL LOCA77ON PRIOR TO CONSTRUC770N. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING U77LI71ES AT LOCATIONS OF NEW U77LI7Y CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA77ON OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIA770N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING K1774 CONS7RUC770N. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL THE LOCA77ON AND PROTECTIQN OF ALL EXISTING PROPERTY,• A CONTROLLING POINT FOR A PLAT; OR UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U77LITY A POINT WHICH IS A GENERAL LAND OFFICE LOCATIONS PRIOR TO CONSTRtjC77ON BY CALLING THE SURVEY CORNER, THE APPLICATION REQUIRED BY UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND HOURS PRIOR TO ANY EXCAVA770N. SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. APPROVED FOR CONSTRUCTION 408 NUMBER BY: DATE: 8114 Director of Public Works O APPROVAL Q ;" z EXPIRES: a w w 0 0 U � 4 U C VERTICAL DA TUM 00 THURSTON COUNTY NGVD 29 LO BM: 1252 CASED CONCRETE MONUMENT WITH BRASS C) j CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. J 1 ELEV. 347.21 co CONTOUR INTERVAL =2 J ; -o TOP OF STEEP SLOPE ) TOPOGRAPHY PREPARED BY CARSON &ASSOCIATES m u7 22'119220205 � w , SCALE: 1 =30 l,' `Ri �° r % 0 15 30 60 2 9 2 2 C 7 0 0 167.58' i ;� { u / ! I1ifI / w HABITAT 8UFFER LEGEND Q IG AREA U ;?2719230204 ' -P�4! --PROPERTY LINE v+ U O� --- R71W- R/W LINE `r ri - - - - EASEMENT LINE i o -ADDITIONAL 10' UTILITIES EASEMENT p / U � PROPOSED SANITARY SEWER MANHOLE - - - -- - PROPOSED SEWER MAIN r - - PROPOSED SANITARY SEWER STUB I • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN SI TE DA TA PROPOSED STORM STUB ACREAGE: 2.14 PROPOSED SIDEWALK PROPOSED SHOULDER ZONING: R -6 '�� ' PROPOSED USE: SINGLE- FA,.i1LY RESIDENTIAL - -- PROPOSED CONTOUR -- - -- EXISTING CONTOUR MIN. LOT SIZE: 3,793 SQ. FT. EXISTING EDGE OF PAVEMENT AVG. LOT SIZE: 4,819 SQ. FT LJ EXISTING STORM MANHOLE PARK (TRACT B): 4139 SQ. FT. D 12 EXISTING STORM MAIN DENSITY: 5.1 UNITS / ACRE { <': EXISTING SANITARY SEWER MANHOLE NO. OF LOTS: 11 -- - -- 5 EXISTING SANITARY SEWER MAIN t WATER: CITY OF YELM EXISTING CATCH BASIN SCHOOLS: YELM SCHOOL DISTRICT #2 rr- EXISTING POWER POLE ROADS: 478FT. PUBLIC ROAD D4 EXISTING WATER GATE VALVE ? ; EXISTING FIRE HYDRANT "�• '�� POWER: PUGET SOUND ENERGY INC. vJ EXISTING WATER MAIN TELEPHONE: US WEST COMMUNICATIONS l EXISTING TELEPHONE RISER Or FIRE DISTRICT: FIRE DISTRICT #2 ':A EXISTING POWER J -BOX SEWER: CITY OF YELM C;] EXISTING CABLE J -BOX TRACT "D ": 12,214 SQ. FT. x O TRACT "• 1,441 S FT. � ' '\ � C Q RIPARIAN HABITAT BUFFER CREEK BUFFER EXHIBIT.• 3,085 SQ. FT. kk _._ AVERAGING AREA Ar Awr DA TE .3-14-16 0 4J ORA WING NO. ass nL ��s �� C Y f 811413ASE SHEET I OF15 CONSTRUCTION cE-QUENCE INSPECTION SCHEDULE TYL Fj9 TF R-RA rrF -- 1. CALL CITY OF YELM FOR PRE- CONSTRUCTION MEETING. 1. CONSTRUCTION ENTRANCE SHALL Br INSPECTED WEEKLY SW /J /� iQ �AJ 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED & CLEANED AS NEEDED OR NEW SF :ALLS ADDED AS NEEDED 1/T, NW 114, SEC. 19, I r r N.17 N., RNG. 2 E., W.M. PLANS. TO MAINTAIN A ROUGH SURFACE. J..J 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE THURSTON URSTON COUN I % 1 �I , WASHINGTON SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED T ��S.C. AND GRADING PLAN LEGEND 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. ON A WEEKLY BASIS OR MORE FRE�JUEN7LY IF NEEDED. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE T.E.S.C. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR 6. CLEAR AND GRADE SITE PER APPROVED PLANS. ANY EROSION OR SLOPE SCOURING. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE -- 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. HAULED TO APPROVED DISPOSAL SITE. 5. INSPECT INLET PROTECTION ON A 4V IEEKLY BASIS AND 8. INSTALL UTILITIES (IE SANITARY, WATER, ETC.) AFTER EVERY MAJOR STORM EVENT., 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED NOTE: FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR 1S RESPONSIBLE FOR MAINTENANCE SEE GEOTECHNICAL REPORT PREPARED BY PACIFIC GEO OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. ENGINEERS, PROJECT #13 -421 DATED SEPTEMBER 23, 2013 FOR ADDITIONAL SUBGRADE PREP.,, COMPACTION 12. HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS RECOMMENDATIONS AND GENERAL SOIL CONDITION IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN INFORMATION. "EROSION CONTROL NOTES ". �-2' TYPICAL 2 LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL N TS 13. CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. PLAT OF PRAIRIE VIEW ESTATES, AFN 8112100057 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT INDICATES AN EXISTING WELL AT THIS APPROXIMATE REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED LOCATION. WELL WAS DECOMMISSIONED 211612004 PER UNTIL RI Ss' 'IF SEDIMENTATION HAS PASSED. WASHINGTON STATE DEPARTMENT OF ECOLOGY RECORDS. j WELL LOG ID: 380481; NOTICE OF INTENT NO. A046673. 15. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED U V AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF w , MAY BE PERMITTED TO ENTER THE STORM SYSTEM. @ -X C 13 //f SOS Q �, ' ! �i , %? 5 10 L RADIUS _ \ +�I `L �, CONSTRUCTION N O TES lE (,� ry) ; S �' a". ; -!,,' , Q1 EXISTING DRIVEWAY APPROACH TO BE UTILIZED AS TEMPORARY !. i ! f r�' I `;`/ stiF ..:.... CONSTRUCTION ENTRANCE BEFORE REMOVAL _ , / \ _- NEXISTIN 1 \ \ SHED R110 J48. 6 V INSTALL TEMPORARY MIRAFI SILT FENCE AS SHOWN & PER 1f_ �1�y` ,�; <C, g" j ;;r�� / Y I l SHEETS TP2 &TP3. / ` +' ; '� �`; • , \ ,1 +00 ` 2 +00 \\ It (SV /" .34..7 8" PV(: �� 'f ! /� 1 \ \� OINSTALL CB INLET PROTECTION & TEMPORARY SEDIMENT CONTROL S r�;vL _ PIFE �� / �!, `'` / _ - �- - ��--- • " - � PER DETAIL ON SHEET TP3. ! f�� / 4 , N40.`29 48 E 421.5Y i 0-11 I 1, O I% 1 O CONSTRUCT CONTRACTOR STORAGE, WASH DOWN, STAGING, > _ i� , ' t`; FUELING & MAINTENANCE AREA. REPORT FUEL & LUBRICANT /;f -, y/ i w 1 y ��- •" \ - \ SPILLS TO DIVISION OF EMERGENCY MANAGEMENT (1 -800- 258 - 5990). iy r 4 f arc EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT s_ CONSTRUCTION. / 14(`- © EXISTING UTILITY TO BE RELOCATED CONTRACTOR TO /ter EXISTING 1 COORDINATE WITH PROPER UTILITY. T HOUSE( O7 EXISTING UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. ! j �Y �; '. I EXISTIN �_.. GRAVEL G / ® CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE AT DRIVEWAY PROJECT ENTRANCE AS SHOWN. CONTRACTOR TO COORDINATE WORK W/TH CITY OF YELM. I 4 / B(ISTING( 4 ! ! _ l_ T. , EXISTING �-� FENCE 8 LU J - - %' .'i i '�� (�• , ' v FENCE ��.__ LINE EXISTING MAIL BOX CLUSTER TO BE RELOCATED PER U.S.P.O. f i . ' _ LINE 'WO_ D l STANDARDS. - /xi'�', ' �o. N 'T [DEC - - -I / ✓, ! © EXISTING UTILITY SERVICE TO BE REMOVED. CONTRACTOR TO ' '! ��- �� ; C. J COORDINATE WITH PROPER UTILITY COMPANY. ,/ TP #1 � 1 EXISTING 11 CONSTRUCT TEMP. INTERCEPTOR SWALE AS SHOWN AND PER i f �: j r ONCE DETAIL & NOTES ON SHEETS TP2 & TP3. E © CONTRACTOR TO SAW -CUT AND REMOVE EXISTING PAVEMENT,% �! / v'% 7`` - `C'- ----►- _ _ _�' EXISTING CURB & GUTTER AND SIDEWALK AS NECESSARY AND AS SHOWN AND PER CITY OF YELM STANDARDS. ©1 !, }/� �?, 1 I t li EXISTING EXIST! G CONTRACTOR TO INSTALL TEMPORARY ROCK CHECK DAM AS V' SHOWN AND PER DETAIL ON SHEET TP2. �!. !,!;�' ;! l I CONCRETE 4 SHED Q4 ^! �! X�! 6 `, IRAQ EXISTING CONCRETE PADS, FENCE, AND HOUSE STRUCTURE TO ;� '! ��' `\ BE REMOVED AS SHOWN. ALL DEMOLISHED MATERIAL SHALL BE j /� {111 C DISPOSED OF AT AN APPROVED DISPOSAL LOCATION. © CONTRACTOR TO RELOCATE OR REMOVE STORM CLEANOUT AS DETERMINED IN THE FIELD. N O TES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND THURSTON COUNTY HEALTH DEPARTMENT REGULA TIONS. 3. ALL DEMOL177ON MATERIAL MUST GO TO A LICENSED SOLID WASTE- HANDLING OR DISPOSAL FACILITY 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM- THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS, 5. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8) LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (95%) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70. 8. THE OWNER'S RETAINED GEOTECHN ►CAL ENGINEER SHALL TEST ALL FILL MATERIAL & OBTAIN SUFFICIENT COMPACTION- TESTS TO VERIFY SOIL STABILITY. 9. EROSION CONTROL MEASURES OTHER THAN THOSE SPECIFIED MAY BE NEEDED TO PREVENT MIGAA 77ON OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12" & 18" CMP, QUARRY SPALLS, TEMP RISER STRUCTURES, ETC, ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STAR77NG CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE DETAINED FROM THE DEPARTMENT OF ECOLOGY IF NEEDED. 12. PRIOR TO START OF CONSTRUCTION, A FOREST PRACTICE PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES, IF NEEDED. 13. TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. FOR THE APPLICA77ON FOR PIERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT. CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, LML" CONFLICT NOTE TRANSPORTATION SERVICES, SURVEY SECTION AT 253- 798 -7250 FOR ADDITIONAL INFORMATION. PURSUANT TO RCW 58.24.040 (8) AND WAC CAU7TON 332 -120, BEFORE REMOVING OR DESTROYING ANY THE CON C TRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES ALL BEFORE 1"OU DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE LOCA77ON AND PROTECTION OF ALL EXISTING PROPERTY, • A CONTROLLING POINT FOR A PLAT; OR THE EXIS77NG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. 774E CONTRACTOR SHALL VERIFY ALL UTILITY A POINT WHICH IS A GENERAL LAND OFFICE EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE SURVEY CORNER, THE APPLICATION REQUIRED BY AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT" 811 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVA7g0N, SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. 5 11 1 SCALE: 1 =30 CLEARING LIMITS -- 440 - - - - - -- EXIS77NG CONTOURS 0 15 30 60 8 T 40 29'48 "E 659.18' N402948 "E 59.18' FENCE LINE LIMITS OF CLEARING AND GRADING (TYP.) TEMPORARY INFILTRATION/ SEDIMENT TRAP TOP EL.= 346.00 WS EL.= 345.00 BOTTOM EL.= 344.00 l r 11 1 TRACT N \\EXISTING i FENCE LINE TO REMAIN TEMPORARY INRLTRA710NI&MIMENT TRAP NOTE ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED. APPROVED FOR CONSTRUCTION BY: DATE:- Director of Public Works APPROVAL EXPIRES: VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP @ INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES /EXJSIING , L2 FENCE LINE TO REMAIN 0 i . I f , tt X TOP OF STEEP SLOPE ✓ 192 0.'." K, ill !; I 1 ' a i r' A >�� / r i �i REVISION BLOCK NO. I DATE DESCRIPTION BY Qk Q i I i EXIST" FENCE k LINE 2 2719 2 � ` Aw"M r °° .i pF s e-4 - A 3a l(O • I 1 AV ,�✓1 �SSIONAi E �'1 �fi --- - - - - -- 440 -- - - - - -- PROPOSED CONTOURS 8114 O TPP00 SOIL TEST PIT J (SEE GEOTECHNI CAL REPORT DATED 09\23\13 � LOCATED IN THE STORM DRAINAGE REPORT FOR ADDITIONAL INFORMATION). MIRAFI SILT FENCE O 0 C� c Q INLET PROTECTION 3U - - INTERCEPTOR SWALE 30 ® ROCK CHECK DAM O � W RIP RAP PAD EXISTING ONSITE TREE TO BE REMOVED FENCE LINE LIMITS OF CLEARING AND GRADING (TYP.) , W � '47 "E 529. 2' C1 C� U cc 2 \ 3 +00 \ 4,.06 / I \`� \ \ �, Tp#1 \ i\ 0 LO O U � J 1 ts J to _ V 8 T 40 29'48 "E 659.18' N402948 "E 59.18' FENCE LINE LIMITS OF CLEARING AND GRADING (TYP.) TEMPORARY INFILTRATION/ SEDIMENT TRAP TOP EL.= 346.00 WS EL.= 345.00 BOTTOM EL.= 344.00 l r 11 1 TRACT N \\EXISTING i FENCE LINE TO REMAIN TEMPORARY INRLTRA710NI&MIMENT TRAP NOTE ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED. APPROVED FOR CONSTRUCTION BY: DATE:- Director of Public Works APPROVAL EXPIRES: VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP @ INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES /EXJSIING , L2 FENCE LINE TO REMAIN 0 i . I f , tt X TOP OF STEEP SLOPE ✓ 192 0.'." K, ill !; I 1 ' a i r' A >�� / r i �i REVISION BLOCK NO. I DATE DESCRIPTION BY Qk Q i I i EXIST" FENCE k LINE 2 2719 2 � ` Aw"M r °° .i pF s e-4 - A 3a l(O • I 1 AV ,�✓1 �SSIONAi E �'1 �fi �u Q. mLo V~ cl� cr rn woo w n 0 I jLO wC14 Q U� U0 r\ N o� rn� 0 ti Z Q J Q U LLi DA TE 3 -14 -16 p DRA MNG NO. TI -� � 81 148A SE T-2- OF M JOB NUMBER 8114 O J � Z U 0 C� c � W � W � Z C1 C� U cc 00 0 i\ 0 LO O U � J J to _ �u Q. mLo V~ cl� cr rn woo w n 0 I jLO wC14 Q U� U0 r\ N o� rn� 0 ti Z Q J Q U LLi DA TE 3 -14 -16 p DRA MNG NO. TI -� � 81 148A SE T-2- OF M EROSION CONTROL NOTES T YL ER ERRA CE 1. ON -SIZE EROSION CONTROL MEASURES SHALL THE RESPONSIBILITY OF THE DEVELOPER. ANY , NW 1/4, PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE SW 1/4 SEC.19 E OF THE STORM SYSTEM BY THE MUNICIPALITY , TWN.17 N., RNG. 2 E? WM. SHALL BE CORRECTED BY THE .APPLICANT AND /OR THE CONTRACTOR. THCJRSTON COUNTY WASHINGTON 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK 1 WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUA77ON MUST CEASE AND THE APPLICANT /CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATON OR MITIGATION MEASURES. SILT FENCE N O TES RESTORATION ACTIVITY SHALL CON77NUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 1. FILTER FABRIC SHALL BE PUF7CHASED IN A CONTINUOUS ROLL AND CUT TO THE EROSION CONTROL BLANKET N O TEJ 3. ALL EROSION AND SEDIMENTA7ON CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE PREPARATION. 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT. POST, WITH A 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS WITH ANY ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY APPLICANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT INTO THE GROUND (MINIMUA.4 OF 30 INCHES). WHICH IF 36- TO 48- INCHES WIDE, SHALL WEIGH AN AVERAGE OF 1.2 LBS/ ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH SYSTEMS 3. A TRENCH SHALL BE EXCAVA -TED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES THE SOIL. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING DEEP ALONG THE LINE OF PO-':D-TS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH Vo /ASHED GRAVEL. TI 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE . ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED STAPLES AT LEAST 6 INCHES LONG. CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS 4. WHEN STANDARD STRENGTH Fit ± TER FABRIC IS USED, A WIRE MESH SUPPORT FENCE PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME A YEAR SHALL D FASTENED STAPLES T EA THE NCH UPSLOPE SIDE OF THE POSTS USING TEMPORARY GRAVEL OUTLET NOTES IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL HEAVY -DUTY WIRE STAPLES .A T LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE THE WIRE SHALL EXTEND INTC> THE TRENCH A MINIMUM OF 4 INCHES AND SHALE INTEREST OF THE APPLICANT /CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. OTHER TREATMENT. 1. GRAVEL SHALL BE 5/8 INCH MINUS WASHED ROCK. A LAYER OF FILTER FABRIC 5. THE STANDARD STRENGTH FILTER SHALL BE EMBEDDED IN THE GRAVEL. A. DRY SEASON(MAY 1 TO SEPTEMBER 30): FENCE, AT'� 20 INCHES OF T TER FABRIC SHALL BE STAPLED OR WIRED TO THE LIMITS OF CLEARING EXTENDED TO ONLY ENOUGH LAND AS CAN RECEIVE APPROPRIATE PROTECTIVE i-E FABRIC SHALL BE EXTENDED INTO THE TRENCH. 2. MINIMUM LENGTH IN FEET OF THE GRAVEL OUTLET STRUCTURE SHALL BE EQUAL COVER O CL STABILIZATION RI CLEARING EXTENDED BY NO LATER THAN SEPTEMBER 30. THE FABRIC SHALL NOT EXTE ND MORE THAN 24 INCHES ABOVE THE ORIGINAL TO SIX (6) TIMES THE NUMBER OF ACRES OF CONTRIBUTING DRAINAGE AREA. GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. OCTOBER 1 TO APRIL 30 J. THE INVERT OF THE GRAVEL OUTLET SHALL NOT BE LESS THAN 6 INCHES LOWER B. WET SEASON( ) 6. WHEN EXTRA - STRENGTH FILTEIR FABRIC AND CLOSER POST SPACING 1S USED, THE 1. ALL CLEARED OR DISTURBED AREAS WILL RECEIVE APPROPRIATE COVER OR BE OTHERWISE THAN THE MINIMUM ELEVATION OF THE TOP OF THE DIKE. STABILIZED WITHIN 5 DAYS IF NOT BEING ACTIVELY WORKED. WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. 1N SUCH CASE,. THE FILTER - FABRIC 1S STAPLED OR WIRRED DIRECTLY TO THE POSTS WITH ALL OTHER ES APPLYING. 4. WATER SHALL BE DISCHARGED FROM THE GRAVEL OUTLET ONTO AN ALREADY 2. IF A MAJOR STORM EVENT IS PREDICTED, THE CLEARING OF LAND SHALL BE LIMITED TO ONLY PROVISIONS OF ABOVE NOT AS MUCH LAND AREA AS CAN BE COVERED OR STABILIZED WITHIN 24 HOURS. STABILIZED AREA OR INTO A STABLE WATERCOURSE. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE 7• FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS 5. THE GRAVEL OUTLET STRUCTURE SHALL BE INSPECTED BY THE CONTRACTOR OR CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES KITH BRIGHT COLORED FLAGGING. THE BEEN PERMANENTLY STABILISED. - DESIGNEE AND REPAIRED AFTER EACH RUNOFF - PRODUCING RAIN. THE GRAVEL CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN MUST BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED THE FIELD: 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL DUE TO SEDIMENT ACCUMULATION IN THE GRAVEL. AND AT LEAST DAILY DURING fz'ROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL 7. THE CITY OF YELM SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL BE MADE IMMEDIATELY. CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION CONTROL FACILITIES. THE APPLICANT AND /OR CONTRACTOR SHALL 'NOTIFY THE CITY OF YELM FORTY- EIGHT HOURS IN 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET PLASTIC COVERING NOTES INSPECTION NO. i - INSTALLATION OF EROSION CONTROL FACILITIES /PRIOR TO CLEARING. 11. DO NOT INSTALL BELOW ANA OUTLET PIPE OR WEIR. INSPECTION NO. 2 - COMPLETION COMP OF CLEARING. I. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL INSPECTION NO. 3 - .UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. 12. INSTALL DOWN SLOPE OF EXf� INSPECTION NO. 4 COMPLETION -OF PROJECT. OSED AREAS. MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS 9 -14.5. ANDIOR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) 13. DO NOT DRIVE OVER OR FILL_ OVER SILT FENCES. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FON7 GRID SPACING IN THE CITY OF YELM AND THE 2005 DEPARTMENT OF ECOLOGY STORMWATER MANUAL. j ON NOTES ']' ES AND THERE SHALL BE AT LEAST 12 INCH OVERLAP OF ALL SEAMS. ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD INLET PROTECTION FROM ACCUMULATING ON THE PUBLIC RIGHT -OF -WAY 1. PLACE CONCRETE BLOCK _c3 LENGTHWISE ON THEIR SIDES IN A SINGLE ROW 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN END FACE BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY OUTWARD, NOT UPW. „-;D. THE- ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT ESTABLISHED. OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING 4, WHEN THE COVERING IS USED ON UN- SEEDED SLOPES, IT SHALL. BE KEPT IN COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW PLACE UNTIL THE NEXT SEEDING PERIOD. OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH, 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEP! END) OF THE 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112 -INCH OPENINGS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4 -INCH GRADING NOTES TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVER THE` DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM MULCHING NOTES 1. - THE CONTRACTOR SHALL STRIP THE SURFACE ORGANIC MATERIAL WITHIN THE BUILDING AND LOT AREAS TO BE OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH FILLED AND DISPOSE OF THE UNSUITABLE MATERIAL AS DIRECTED BY THE OWNER. OR COMPARABLE WIRE ME3)H WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW AND SHALL BE APPLIED AT 2• PRIOR TO THE PLACEMENT OF STRUCTURAL FILL OR BASE ROCK FOR THE BUILDING SITES, PAVED AREAS AND STRIP OF MESH IS NCCES 7ARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC THE RATE OF 1.5 TO 2.5 TONS /A C. CONCRETE FLATWORK CORRIDORS, THE CONTRACTORS SHALL SCARIFY THE AREAS TO BE FILLED OR ROCKED TO OVER WIRE MESH. A DEPTH OF 6 INCHES (6) MINIMUM. ONCE SCARIFIED, THE SOILS SHALL BE CONDITIONED TO THE PROPER 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (959) OF THE MAXIMUM DRY 5. PLACE 314 INCH GRAVEL CDVER THE WIRE MESH. THE DEPTH OF STONE SHALL THAN 2: 1. DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE 0- 1557 -70, VERIFY WITH SOILS BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE ENGINEERS' RECOMMENDATIONS. BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH 3. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8) LOOSE LIFTS CONDITIONED 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE CANNOT BE SEEDED BECAUSE OF THE SEASON. TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY-FIVE (959) OF PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70. 4• DETRIMENTAL AMOUNTS OF ORGANIC MATER /AL SHALL NOT BE PERM /TIED IN FILLS ALL IMPORTED MATERIAL TEMPORARY DIKES. AND SWALES STOCKPILE SHALL BE IMPORTED GRAVEL 'CLASS B" BANKRUN OR BETTER. NOTES 5. EXCAVA7WN STANmRDSc 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION CUT SLOPES: (SEE VEGETATION). 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERINGS OR OTHER SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 2 HORIZONTAL APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. TO 1 VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER, 2. THE UPSLOPE SIDE OF THE C)IKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SETBACK FROM THE S 117r BOUNDARY LINE IN AC(^ ^'4NCE 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY D?"`'IPATtON MEASURES 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THL ;,u/ECT. AS NECESSARY. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, CUT DEPTH SETBACK DISTANCE WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT 4. SEDIMENT LADEN RUNOFF MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR UNDER 5 FEET 2 FEET MUST BE RELEASED THROUGH A SEDIMENT TRAPPING 5 -20 FEET HEIGHT / 2 FACILITY SUCH AS A PONL), TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE SEEDING. OVER 20 FEET 10 FEET AREA SIZE. 6• RLL STANDARD 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE 1) GENERAL: FILLS WHICH ARE INTENDED FOR BUILDING SITES SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE SOD N O TES LATEST EDITION OF THE U.B.C., AS ADOPTED BY CITY OF YELM, AND AN ASSIGNMENT OF ALLOWABLE SOIL- BEARING PRESSURES WILL BE UNDER THE JURISDICTION OF THE CITY OF YELM BUILDING OFFICIAL 1. SOD SHALL BE MACHINE 'CUT AT A UNIFORM SOIL THICKNESS OF 314 -INCH AT IN ACCORDANCE WITH THE U.B.C. THE TIME OF CUTTING. &4EASUREMENT FOR THICKNESS SHALL EXCLUDE TOP 2) FILL LOCATION: SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE GROWTH AND THATCH. CHECK DAM NOTES INTENDED USE AND SHALL NOT BE STEEPER THAN 1 -112 HORIZONTAL TO I VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. FILL 2. STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT SITES MUST BE APPROVED BY THE ENGINEER AS SUITABLE LOCA7IONS THEIR OWN WEIGHT AND !RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF FOR THE PROPOSED FILL. THE END OF A 3 FOOT SECTION. THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM 3) PREPARATION OF GROUND: THE GROUND SURFACE FOR FILLS OVER DAM. FIVE FEET IN HEIGHT SHALL BE PREPARED BY REMOVING 3. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT VEGETATION, NONCOMPLYING FILL, TOPSOIL, AND OTHER UNSUITABLE (EXCESSIVELY DRY OR UMET) MAY ADVERSELY AFFECT ITS SURVIVAL. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -INCH TO 4 -INCH DIAMETER QUARRY MATERIALS; SCARIFYING TO PROVIDE.A BOND WITH THE NEW FILL; SPALLS. THE QUARRY SPALLS MUST BE PLACED BY HAND OR MECHANICAL. AND, WHERE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL TO 1 4. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF ( ) PLACEMENT NO DUMPING OF SPALLS TO FORM DAM TO ACHIEVE COMPLETE VERTICAL, BY BENCHING INTO COMPETENT MATERIAL AS 36 HOURS. DETERMINED BY THE ENGINEER. THE BENCH UNDER THE TOE OF A COVERAGE OF THE DITCH OR SWALE AND TO ENSURE THAT THE CENTER OF THE FILL ON A SLOPE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL SHALL DAM IS LOWER THAN THE EDGES. BE AT LEAST 10 FEET WIDE, OR AS RECOMMENDED BY A SOILS ENGINFFR. SEEDING NOTE) 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. 4) FILL MATERIAL: EXCEPT AS PERMITTED BY THE CITY OF YELM, NO THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. MATERIAL OTHER THAN EARTH MATERIAL SHALL BE BURIED OR 1. SEED MIXTURE SHALL BE 10O5v.RED TOP, 409 ANNUAL RYE, 4090 CHEWING FESCUE, 109 PLACED IN FILLS. PLACEMENT OF OTHER THAN EARTH - MATERIAL IS 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REGULATED BY STATE STATUTES OR FEDERAL LAWS, AND ADDITIONAL WHITE DUTCH CLOVER, AND -SHALL BE APPLIED AT THE RATE OF 225 LB S. PER ACRE. REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH PERMITS MAY BE REQUIRED. OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED 5) - SLOPE STABILITY.• FILLS SHALL BE CONSTRUCTED USING EARTH 2. SEED BEDS PLANTED BETVVEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION IMMEDIATELY AFTER DAM REMOVAL. MATERIALS, COMPACTION METHODS, AND CONSTRUCTION AND OTHER MAINTENANCE. AS NECESSARY TO FOSTER AND PROTECT THE ROOT TECHNIQUES SO THAT STABLE FILLS ARE CREATED. STRUCTURE. 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH 6) SETBACK FROM PROPERTY LINES: THE TOE OR CATCH POINT OF FILL SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE SLOPES SHALL BE SET BACK FROM THE SITE BOUNDARY LINE IN 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PLASTIC COVERING) PROJECT: 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH FILL DEPTH SETBACK DISTANCE AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND UNDER 5 FEET 2 FEET SEDIMENT BASINS. 5 - 40 FEET HEIGHT OF FILL 12 OVER 40 FEET 20 'FEET 5. THE SEEDBED SHALL BI=- FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE r'OUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE -COPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD E3E MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. UTILITY CONFLICT NOTE CAUTION CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, - AND DEPTH OF ALL EXIShiVG UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U7LITIES AND SURVEYING THE HORIZONTAL AND VERTICAL TIME CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION PRIOR TO CONSTRUC710N. THIS SHALL INCLUDE CALLING U77LITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE LOCATION AND PROTECTION OF ALL EXISTING THE EXISTING UTILITIES AT LOCATIONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY EXIST. LOCATION OF SAID U71LI77ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCATIONS PRIOR TO CONSTRL/C77ON BY CALLING THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVATION. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRE S : CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -15) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS NiAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. TOPSOILING NOTES 1. APPLY TOPSOIL TO AREAS WITH HIGHLY DENSE OR IMPERMEABLE SOILS. 2. APPLY WHERE 'MULCH AND FERTILIZER ALONE WOULD NOT PROVIDE A SUITABLE GROWTH MEDIUM. 3. APPLY WHERE SLOPES DO NOT EXCEED 2: 1. 4. TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SAND CLAY LOAM, CLAY LOAM). 5. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 6. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOP SOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. 7. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 8. IN ANY SEASON, SEDIMENT . EACHING FROM STOCKPILES MUST BE PREVENTED. REVISION BLOCK NO. I DATE DESCRIP71ON BY Q) I ti N V) Li ,n Z W `. UV- Urn Q N ;10B NUMBER 8114 � J � � \ z o V Lij v ! •• V O O Y 1� r��•�.Q�MI Aw 3 mil. to�ltw � � U DRA W/NG NO. • I# let TP2 aC) Ilk% "; '�� 00 O SHEET _,3- OF 1.6 0 LO O U J ti V _ W Ld CL O� ca U FZ L O IL m Q V) F-- � o � Q) I ti N V) Li ,n Z W `. UV- Urn Q N O V V Lij v ! •• V ( n• v / • 1� r��•�.Q�MI Aw 3 mil. to�ltw DATE 3 -14 -16 0 !Z f DRA W/NG NO. • I# let TP2 8114BASE Ilk% "; '�� SHEET _,3- OF 1.6 T YL ER TERRA CE SW 1/4, NW 1/4, SEC.19, TWN.17 N., RNG. 2 E., W.M. THURSTON COUNTY, WASHINGTON FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC - ��`� ° r= BURY BOTTOM GROl.1ND SURFACE OF FILTER 0 0 OAF` SS�iiJire �S , ° \ MATERIAL IN p 8"x12" TRENCH po 0 0� o sFo 2 �SFOGc tiJ w ,\ \� �\\ \ \\ \ \�\ / \\ 0 o X10 Ob qC FSFO ° 0*N 6' MAX. O R 25 MIN. won ao8 `\ 12" MIN. DEPTH p �— 2 "x2" WOOD POSTS. STANDARD OR BETTER (6 "MIN. FOR RESIDENTIAL ° OR EQUIVALENT SINGLE FAMILY LOTS) 0 4" TO 8" QUARRY SPALLS �� WIRE MESH SUPPORT FENCE (4" TO 6" FOR RESIDENTIAL �� (TO BE LOCATED ON THE DOWNHILL SIDE OF THE SINGLE FAMILY LOTS) FILTER FABRIC) - FILTER FABRIC PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA MATERIAL 0 0 CONSTRUCTION ENTRANCE ROCK PAD \\ N.T.S. PROVIDE WASHED GRAVEL BACKFILL, 3/4' - 3" IN TRENCH AND ON BOTH SIOES 8" !N. OF FILTER FENCE FABRIC ON 81? IN THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN _ 8 "x12" TRENCH 2 "x2 "x5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. VARIES 6" MIN. o ° ° 24" MIN. ° 0 i I L THE DISTANCE SUCH THAT POINTS A & B 2 ARE OF EQUAL ELEVATION 1 f 2 2„ TO 4 11 QUARRY SPALLS L B A 2 SPACING BETWEEN 4 TO 6 „ CHECK DAMS- ° MIN. jr- ROCK CHECK DAMS N.T.S. OLtTY CONFLJCT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCA770N, AND DEPTH OF ALL EXISTING U71LI71ES CALL BEFORE YOU DIG WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U71LI71ES AND SURVEYING THE HORIZONTAL AND VER77CAL THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING U77LITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA77ON AND PROTECTION OF ALL EXISTING THE EXISTING UTILITIES AT LOCA77ONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTIL177ES. THE CONTRACTOR SHALL VERIFY ALL U77LI7Y EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCA71ONS PRIOR TO CONSTRUC770N BY CALLING THE AND ARE SUBJECT TO VARIATION. IF CONE 1CTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 2311 A MINIMUM OF 48 ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PkvuEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVA77QN, ADAPTER SKIRT (FOR A PERFECT FIT) RETRIEVAL STRAP 48° ;- —` r-- 36” o Z Y OVERFLOW GEOTEXTILE U CIS (TO BYPASS FABRIC 0 PEAK STORM 1 0 0 _ c4 U � VOLUMES) a. W V) o � 24" m U~ Qom V) � 0 CATCH BASIN #3003 SEDIMENT ONLY SEDIMENT ACCUMULATION PROVIDE r' °ETCH BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASIN INSERT #3003, FROM FOSS ENVIRONMENTAL 7440 W. MARGINAL WAY S. l SEATTLE, WA 98108 -4141 PHONE: 1- 800 - 909 -3677 W INLET SEDIMENT PROTECTION (AFTER PAVINC NOT TO SCALE RUNOFF WATER WITH SEDIMENT 18" MIN APPROVED FOR CONSTRUCTION JOB NUMBER 8114 BY: DATE: Director of Public Works APPROVAL z Z EXPIRES:' o — FILTER FABRIC ON TOP OF GRATE WASHED ROCK 3/4" TO 3" (12" MIN. DEPTH) 1/2" WIRE MESH OR SEDIMENT / \ HARDWARE CLOTH �\ /� UNDER FILTER FABRIC EXTEND FILTER /.` '\ AND EXTEND 12" FABRIC 6" BEYOND GRATE IN ALL BEYOND GRATE FILTERED DIRECTIONS -C.B. INLET WATER INLET SEDIMENT PROTECTION (BEFORE PAVING) NOT TO SCALE 2'MIN 2'MIN DIKE MATERIAL COMPACTED TO 18" MIN. 95% PROCTC 1 18" MIN. 8' MINIMUM INTERCEPTOR DIKE SPACING- 100',200' OR 300' DEPENDING ON GRADE (a) INTERCEPTOR_ DIKES N.T.S. LEVEL BOTTOM GRASS OR ROCK 2 2 1 1' MIN 1 MIN 2' MIN SPACING = 100', 200' OR 300' DEPENDING ON SLOP 300' MAX. (b) INTERCEPTOR SWALE N.T.S. TEMPORARY INTERCEPTOR DIKES AND SWALES REWS10N BLOCK NO. I DATE DESCRIP77ON BY 9F 0 i 1a j n �LO U� U Or Q � Q N � Q v 1 Ld Q V (( nn• v ! inl(9 DATE 3- -14 -16 DRAWING NO. TP3 817 4BASE MEET -4- OF Ik o Z Y U CIS 0 1 0 0 _ c4 U � a. W V) o � m U~ Qom V) � 0 Q j o l W o. 0 m 9F 0 i 1a j n �LO U� U Or Q � Q N � Q v 1 Ld Q V (( nn• v ! inl(9 DATE 3- -14 -16 DRAWING NO. TP3 817 4BASE MEET -4- OF Ik it Parcel Line Table Line # Length Direction L1 2.78 S9' 10' 36.87 "E L2 23.88 S9' 10' 36.87 "E L3 22.11 S22' 36' 42.85"E L4 16.57 S21' 23' 41.57 "E L5 22.07 S28' 30' 44.33 "E L6 30.12 S35' 14' 05.12 "E L7 12.91 S35' 14' 05.12 "E L8 30.72 S33' 15' 45.51 "E L9 5.21 N33' 15' 45.51 "W L10 5.05 S57' 39' 29.44 "E L11 22.00 S49. 30' 12.24 "E T YL ER / L=RRA CE SW 1/4 f NW 1/4 f SEC.19, TWN.17 N. , RNG. 2 E. 1 W.M. THURSTON COUNTY, WASHINGTON x _ Q m ii CB TYPE i_- 00 ,�, TA: 0+88.21;18.5o'LT TYPE I ,,R TYPE //, 0i 10 ;,i ; E . RIM 347.49 ,Yr_ sTA:3+sss7 :18.5oL ,l .; �8 0 -- �\ ° "� y, /.E�344.49 !2 "SE RIM - 34445 (� t /,! i,5 :75 8" D.;. �,: W �3 12 ) N12 ADS(N -12) O 0057 l.E. -34 . 12 SE / i Y/ //i 2 / / E3931000C8t7G '/,i, �� , / / \ \ 1 S10..u• 700 1 STA: 0 +00 ROAD A- _ % i /i'�� 13 �' j 37LF- 12 "ADS(NT12) O 0.50X \ FLOW DIRE TION T ; /, /I i \ N40 29 47 E 529.72' ARROW TYP:• L , L10 IN TX. COA ES RD. SE 345 ,.. -- _.. _. T , 347. '" ..� ..._ _347 - -!` -.' i} -- - -... - .- .346 -- •345- //r 6 LA SCAPr C i ;, T -,r - ' •,: � � i I/ � 7 PAR. G �n 1, \ •_- I ' l� \ - J ' l \, \ _ 344.69 1 _ \ TYP 6 \ TA.4-F24.^05 R D A - 347 \ ( �? \ \ ••� 44.98 ON. LINE NGL POINT 9 ,, ,,� .1., �., .\ / CONSTRUCT! N � ROAD A \ O , r., 3 t• r ,t. // ' tF t1 \ r - Q - -- -- _ _ .__ - 3 +00 - -- -- ^ - 4 - - .._ \ L V. 345. + ....,3 .3 �'.. i , / l i i , �, ! I I - _� \ (� '\ •' y 1, 1 ` ,. .« , �- 1 / ROW. 1 " ...- � N4029 4 E 4 i. _ - - _ - -_iILF 72 i 3 / 10 TYP. __ �.� - �- Fiv1. -_. _.. ;;0p -FM FAh `- �r 347.49 !/ ) ; :J:�ARKING % / 6 N -12) 0.51�7i1 DS �/ - / EWALK'i _ - � _ .... _.. D S EV- 77 / co� � O 6 5-TZ � / 345.10 s _., f ,� ,,, i. - - - - - -- - -- - - - - -- - - -- - - - -- - --- -- / I TA:0+8921 :18. D T r_ t:: ' ; Y /� X �, i r I - - rig "AD ! I ( r \ �� \ / l l /, a� j i / t:r. 1 %'.�'. It/M- 347.49 � k ,/ ;�' Ir -; � I {.E- 344.31(12 NI'4' E)I /,}•� /i r :'� � it I-�-T SEWER EASEMENT,, ` . •{�`'�; / /%� / I 1 I /, N , /,/;/ aJ j r f, �� 1 �;�' 3 I I 5 6 \ I I I 1 2 i 4 I I I I I 7� �'( � I ► i� 1, /•,X ,( iRw 1 1 i I I I MAX. I 1 I rA: 3+66;87;19 T I 8 7__ 9 / �`%�` I BuILI�ING I I I I I RAM =344,44 I I / i FOO Rr �.E�34t/2 12 "N J ( I I I /SE7`BACK I I I o, �$ i I I I I I !A , w1 eL AS -2 I � O i 'i ,ice LINE (TYP.) I 1 I ( 11 SEA:4•�81 23 08'RT I I \ \ / rl ;, , .�' yi 1X1. �I '• , i / i � . - - �- i - RIM -346. � 9 1.E -341. (12"NW&E) �/ \ x;' X WAOUD ICKING LID it / X347 -- .... - % {, qhde - -- - - - --- � 101.31' 1 � N40'29'48 "E 659.18' t 10" MIN. SETBACKS ! i I ! (/ ! / 15' �flli�i l ri _. y ...3 Ili. ;i Oii�)(�til �i /ill `�Q' lJ (�;��i O 1 701900004-00 q) 701 9i. %CUO CJ 7u 9000O U� PEDESTRIAN v U EASEMENT ROADO A 0 PLAN VIEW HORIZONTAL SCALE: 1 =30 360 LOW P ELEV: 344.2 I i I 1 i { PVI PT 3 +69.591 i I ° Co JiJ j PVI jELEV: 344.661 1 _ Q w W 1 ' } !K:19.39 ,VC: 50.00 s O W I I ; 0) In I 0) N- <[ I a x ; ! i ' I i �0) I�'o n° a 'i V) (::)j i { i i ,+�M j Irj`� ,u�Z� a�I I j !L Q v. Ji. LJ j W 3 -__ _.__ �••U a tr { I PROPOSED t 1�.� -�y �_.. --IU -- - -- -;+ - -rr cn ! i SED GRADE i j i > #- _ .. __.__..._ {> w d n GRADE I{ EX, ! ' ! m I ,W IQ z w � U - - -- - . 8" WATER ! -- _ j EX. 10 WATER i ! CROSSING - j i i E I j j 1.44 , CROSSING 2781E j T Nf2 "AD • N -f2) 61.1 „ i u ! ; ___._ -_ _. __.__ -- ._____ -_i . __ _ __,__-_ --__.. I.__. __.- - -_ --. i.. _.._ __i...._.._. _._. -.__ .__..l ------ i 340 __. i CO TYPE 1 j I - - -- j ! STA. O+8a21;1&50'Lr j RW -347 49 I.E- 344.49(12 0SE) C942 TYPE ! I ! { 5fLFN12 " A Pi S(N -12) O 0.5pr STA.. 0 +8821;18.50RT ?/- 34749 ' STA:3f66:6T• 18: 'CT - - -_ -_. _. __ I _ _ - _ _ _-._ f 1.Es34!4.31(12 "NW&NE) 1- { ; 344.,E i !! A A W1RL AS -2 ii 1 I ltE -341. 12 SE � ) i RIM 4+81 23.08'RT i I ' I j TYPE I �• j { i I j 1 I STA:3+66.8T,19 04 T 1 1 LE+�341.01(12'idW )I 330 =344.44 ; ? WISOUD LOCKING LID , " 1 ! 0) +} to p 0V0 d C� M r Q1 tq d N M LO <p � N �G C6 00 00 06 L6 Ln r I� s! 00 01 M 00 N LO It to �M r7M MM r7M r�M MM r�M r7� r�M �.1M to MM MM r�M 0 +00 0 +30 0 +60 0 +90 1+20 1+50 1+80 2-x-10 2 +40 2 +70 3 +00 3 +30 3 +60 3 +90 -4 +20 4 +50 4 +80 ROAD A f PROFILE VI„ W HORIZONTAL SCALE: P"-30, VERTICAL SCALE: 1`1=5' (MUTY CONFUCT NOTE: PURSUANT TO RCW 58.24.040 O 8 AND WAC CAUTION 332 -120, BEFORE REMOVING OR DESTROWNG ANY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCA77ON, AND DEPTH OF ALL EXISTING UTILITIES CALL BEFORE= YOU DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY LOT TRACT OR PARCEL WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEI7NG THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR A CEL OF REAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING U77LITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE LOCA77ON AND PROTECT70N OF ALL EXIS77NG PROPERTY; A CONTROLLING � POINT FOR A PLAT; OR THE EXIS77NG UTILITIES AT LOCATIONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTIL177ES. THE CONTRACTOR SHALL VERIFY ALL UTILITY A POINT WHICH IS A GENERAL LAND OFFICE " EXIST. LOCA77ON OF SAID UTIL177ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCA7IONS PRIOR TO CONSTJRUC77ON BY CALLING THE SURVEY CORNER, THE APPLICA77ON REQUIRED BY AND ARE SUBJECT TO VARIA770N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUC770N. HOURS PRIOR TO ANY EXCAVA770N, SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. REWSION BLOCK NO. DATE APPROVED FOR CONSTRUCTION BY JOB NUMBER 317116 PER CITY OF YELM COMMENTS GJM 8114 BY: DATE: Director of Public Works O APPROVAL .. EXPIRES: O � W � C� p U 1;( _ Z w O C) U 00 Ca O SCALE: 1"=30' N _ o 0 15 30 60 VERTICAL DATUM o THURSTON COUNTY v NGVD 29 BM: 1252 T � a CASED CONCRETE MONUMENT WITH BRASS p CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. p TOP OF STEEP SLOPE ELEV. 347.21 m w r 1 CONTOUR IN TER VAL=2 Q CONSTRUCTION NOTES TOPOGRAPHY PREP'.RED BY LARSON & ASSOCIATES O M Lr U) co i CONTRACTOR TO CONSTRUCT INTERSECTION AS SHOWN AND PER Q CITY OF YELM STANDARDS.. % j r CONTRACTOR TO CONSTRUCT W.S.D.O.T. TYPE "A" SINGLE DIRECTION SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL Z C) p n z F- 40.16 -02 & F- 45.10 -01 ON SHEET RS01 AND DETAIL ON THIS SHEET. LEGEND q- / CONTRACTOR TO CONSTRUCT CONCRETE ROLLED CURB SHOWN AS PROPERTY LINE AND PER DETAIL ON SHEET RS02. ti Z CONSTRUCT RTC- -- R/W LINE w C40CONTRACTOR TO LOCAL ACCESS RESIDENTIAL ROAD ' SECTION AS SHOWN AND PER PAVEMENT SECTION & CITY OF YELM - - - - EASEMENT LINE i J / DETAIL 4 -7 ON SHEET RS01. O ADDITIONAL 10' UTILITIES EASEMENT (P CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS 4 SHOWN AND PER DETAIL ON SHEET RS02. ALL SIDEWALKS SHALL O PROPOSED SAN /TARP SEWER MANHOLE r BE 6" THICK AT ALL DRIVEWAY LOCATIONS. - - -- PROPOSED SEWER MAIN 0 CONTRACTOR TO INSTALL CATCH BASIN STENCILS AT ALL CB "S - PROPOSED SANITARY SEWER STUB ' WITHIN ROADWAY PER DETAIL ON RS01. O PROPOSED STORM DRAIN MANHOLE 0 CONTRACTOR TO SAWCUT, REMOVE AND REPLACE DEPRESSED _ CURB ACROSS EXISTING DRIVEWAY WITH VERTICAL CURB AND ■ PROPOSED STORM CATCH BASIN GUTTER PER CITY OF YELM STANDARDS. PROPOSED STORM MAIN 88 CONTRACTOR TO SAW -CUT, REMOVE AND REPLACE EXISTING PAVEMENT (2' MIN. WIDTH) AS SHOWN TO PROVIDE NEAT MATCH PROPOSED STORM STUB o 'd- 167.58' LINE. CONTRACTOR TO HAUL TO APPROVED DISPOSAL SITE. PROPOSED SIDEWALK ti I AN INDIVIDUAL HOME INFILTRATION TRENCH SHALL BE PROPOSED SHOULDER CONST2UCTED DURING PERMITTED HOME CONSTRUCTION TO CONTROL ROOF AREA RUNOFF ON EACH LOT PER DETAIL ON --- 456-- - PROPOSED CONTOUR W SHEET RSI. THE CONTRACTOR SHALL HAVE A PROFESSIONAL -- -1,56 -- EXISTING CONTOUR N Z �. Q GEOTECHNICAL ENGINEER ONSITE FOR INSPEC17ON OF THE EXCAVATION PRIOR TO TRENCH CONSTRUCTION TO ENSURE THE "FREE EXISTING EDGE OF PAVEMENT �y TRENCHES HAVE BEEN PLACED IN SUITABLE DRAINING" MATERIAL. EXISTING STORM MANHOLE 4 1d CONTRACTOR TO INSTALL DRIVEWAY APPROACH PER CITY OF YELM 0 - -- 12 '---i: EXISTING STORM MAIN `L (L STANDARDS, d ' EXISTING SAN /TARP SEWER MANHOLE li Z 0 131 CONTRACTOR TO PROVIDE AQUA SWIRL (AS -2) TREATMENT BASIN � � o Q AS SHOWN AND PER DETAIL ON SHEET RS01. - °" - = EXISTING SANITARY SEWER MAIN 12� CONTRACTOR TO INSTALL CURB TRANSITION FROM ROLLED CURB J EXISTING CATCH BASIN TO CONCRETE VERTICAL CURB PER CITY OF YELM STANDARDS - {}- EXISTING POWER POLE AND DETAIL ON SHEET RS02. M EXISTING WATER GATE VALVE 13' TO INSTALL STOP SIGN AND STOP BAR AS SHOWN .CONTRACTOR AND PER CITY OF YELM STANDARDS. sJ EXISTING FIRE HYDRANT IW- = -W EXISTING WATER MAIN [Tj EXISTING TELEPHONE RISER LPJ EXISTING POWER J -BOX LC] EXISTING CABLE J -BOX 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION p EXISTING TOP OF PAVING SPOT ELEVATION - PA7,010 A16INTEMLOW60POINT AVERAGING AREA ' t REWSION BLOCK NO. DATE DESCRIP77ON BY 1 317116 PER CITY OF YELM COMMENTS GJM zap of W • (`t '<v davv i ,�•� z: i 11 i r 1 ,eta �`r`pION Etlf',S -tea --J 0 CL 48 Z w w w D Q O DATE 3 -14 -16 p� DRAWING NO. F f 8114BASE SHEET 5 OF 16 STORM CLEANOUT TABLE COO RIM INVERT ELEV. UD TYPE 1 345.92 340.55(12') PLASTIC CAP 2 345.86 340.55(12 ") PLASTIC CAP 3 345.80 340.55(12) PLASTIC CAP 4 346.59 340.55(12) PLASTIC CAP 5 346.78 340.55(12 ") PLASTIC CAP E[19�3 2" s(w-1 PERF lPE o x �340.55(12-) PLASTIC CAP PERF. O 0. 07 Z 2') PLASTIC CAP *CONTRACTOR TO FIELD ADJUST RIM ELEV.'S TRENCH VOLUME REWIRED = 4,800 C.F. T/9ENCH V T YL ER TERRA CE SW 114, NW 114, SEC. 19, TWN.17 N. RNG. 2 E. W.M. 1 y THURSTON COUNTY, WASHINGTON ro Q / ( i O AQUA sw1R1. As -2 4 RIM - 346.08 LE- 341.01(121NW&SE) W /SOLID LOCKING UD \ \ \ 301.F- 12- ADS(N -12) O 1.531r �` 5' CONCr SIDEWALK. CBV 1 � TYPE I RIM- 34&98(RELD ADJUST) I.E.- 340.55(12 "NW,NEOSF) 26.93 �) W/SOLiO LOCKING A C0�3 STA: 0+56.57; 0 75'RT RIM -34580 CO,�f2 LE -340 55(121NW.NE&SE STA. 0 +47.7 2 AQUA SWRL AS-2<4 RIM - 345.8631; 0 75 RT ^ _, RIM-346.06 � 460 CO�tf LE- 340." �21NW.NE&SE) 348 LE.- 341.01(12- "NW&SE)____ _4__STA:.0+38,88; fa75'RT . - - - - -- W/50I10 LOCKING UD RIM-345.92 { E ' LE- 340.55(12 "NW.NE&SE) Q° E I I PROPOSED STA. 0+30.04 i �RADE j I RIM -345. W ELD AD�IUS ! LF--340.W12 'iYW NE�1cSE UD ' ,.._. W/SOLlD LOt�pNG , 346 R�POSED CONC. SID WALK - I X. GRADE I i ff I J � I I 34 I ! � I 37' , , r e 1_1Qa_QE_J3t!NCH= , 301.E_12" S(N -12) O 1.,53X 1 2 r j I -PIPE 4 I 3 i F 34 f - BOTTOM (DF TRENCH = 339.55 r 33 { _ 9LF -12" N -12) O 0. �0 NN r7� 00 �0 �00 L6 Ln LID . 0+00 0+10 0+20 0+ 0 0+40 0+50 0+60 0+70 NATIVE UNDISTURBED SOIL SECT /ON nA •-A PROF /LE V/Eti HORIZONTAL SCALE: 1"=I 01 UTILITY CONFLICT NOTE. VERTICAL SCALE: CAUTION• - PURSUANT TO RGW 58.24.040 (8) AND WAC THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES 332-120, BEFORE REMOVING OR DESTROYING ANY CALL BEFORE YOrU DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI77ES AND SURVEYING THE HORIZONTAL AND VER77CAL THE CONTRACTOR SHALL BE FULL,y RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE LOCATION AND PROTEC77ON OF ALL EXISTING PROPERTY; A CONTROLLING POINT FOR A PLAT, OR THE EXIS77NG U71LI77ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U77L1TY A POINT WHICH IS A GENERAL LAND OFFICE EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCATIONS PRIOR TQ CONSTRUCTION BY CALLING THE SURVEY CORNER, THE APPLICATION REQUIRED BY AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE' LINE AT 6311 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVATION, SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. 65.98' 5' DEEP INFILTRATION GALLERY 1697 SO. FT. STORM TRENCH PLAN VIEW HORIZONTAL SCALE: 1 =10 348 STA:0+00.00 RIM-34,198 I.E- 340.55(121NW.NE&cSE) 346 344 342 340 338 LO r i STA: 0+4272 RIM - 346.78 R/W LINE OLUME PROVIDED � LiD ROPOSED GRADE EX. GRADE i { 7 , I � PROPOSED SANITARY SEWER STUB i I i =5,100 C.F. ■ LU I ' � i r TOP OF I TREK PROPOSED STORM STUB U PROPOSED SIDEWALK THEREFORE nOKn -=-.342.5 i BOTTOM ! OF TRENCHEQ39 9LF- 12-12) O 0 i / � _ - 2" s(w-1 PERF lPE o x \i� \ \ -1) PERF. O 0. 07 Z EXISTING STORM MAIN lr EXISTING SANITARY SEWER MANHOLE � zi W -1 - C0*f4 10.00' � 01 cza 3 8 1 i EXISTING FIRE HYDRANT .�� p 1.n � rn C) D U �j RIPARIAN HABITAT BUFFER 00 CONSTRUCTION NOTES ' B � - N12" S(N -1 PERF PE O -- �._ __ -- -- -- •. C015 �\ \ 1 O DEEP CONTRACTOR TO CONSTRUCT 3' DEP X 37' WIDE INFILTRATION TRENCH W/ 4 ROWS "ADS(N 9l.F- 12-12) O OOR °D / 53.48' o OF 12 -12) PERF. PIPE -® 0.00 WN AS SHO. 0 5 10 20 l \ O2 CONTRACTOR TO INSTALL FILTER FABRIC ALONG TOP &SIDES OF TRENCH , C _ a 531.E_1 ADS(_- )PERF PIPE O .00X � _ „� \ \ COO \ \ (140_ M1RAF1 OR EQUAL) � O - \ ' O 9LF- 121ADS(N -12) O 0.00%---- VERTICAL DATUM v \ \ CONTRACTOR TO INSTALL 314" - 1 112" WASHED ROCK (NO FINES) Cj� LO NGVD 29 ® CONTRACTOR TO PROVIDE AQUA SWIRL (AS -2) TREATMENT BASIN AS SHOWN BM: 1252 CASED z�Q AND PER DETAIL ON SHEET RS01. (,`O CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. �.,; O - 12" 1 PERF. -1 E O 0 X \ ELEV.• 347.21 CONTOUR !N TER VAL= 2' - TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 10.00' � ti A C0�3 STA: 0+56.57; 0 75'RT RIM -34580 CO,�f2 LE -340 55(121NW.NE&SE STA. 0 +47.7 2 AQUA SWRL AS-2<4 RIM - 345.8631; 0 75 RT ^ _, RIM-346.06 � 460 CO�tf LE- 340." �21NW.NE&SE) 348 LE.- 341.01(12- "NW&SE)____ _4__STA:.0+38,88; fa75'RT . - - - - -- W/50I10 LOCKING UD RIM-345.92 { E ' LE- 340.55(12 "NW.NE&SE) Q° E I I PROPOSED STA. 0+30.04 i �RADE j I RIM -345. W ELD AD�IUS ! LF--340.W12 'iYW NE�1cSE UD ' ,.._. W/SOLlD LOt�pNG , 346 R�POSED CONC. SID WALK - I X. GRADE I i ff I J � I I 34 I ! � I 37' , , r e 1_1Qa_QE_J3t!NCH= , 301.E_12" S(N -12) O 1.,53X 1 2 r j I -PIPE 4 I 3 i F 34 f - BOTTOM (DF TRENCH = 339.55 r 33 { _ 9LF -12" N -12) O 0. �0 NN r7� 00 �0 �00 L6 Ln LID . 0+00 0+10 0+20 0+ 0 0+40 0+50 0+60 0+70 NATIVE UNDISTURBED SOIL SECT /ON nA •-A PROF /LE V/Eti HORIZONTAL SCALE: 1"=I 01 UTILITY CONFLICT NOTE. VERTICAL SCALE: CAUTION• - PURSUANT TO RGW 58.24.040 (8) AND WAC THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES 332-120, BEFORE REMOVING OR DESTROYING ANY CALL BEFORE YOrU DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI77ES AND SURVEYING THE HORIZONTAL AND VER77CAL THE CONTRACTOR SHALL BE FULL,y RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE LOCATION AND PROTEC77ON OF ALL EXISTING PROPERTY; A CONTROLLING POINT FOR A PLAT, OR THE EXIS77NG U71LI77ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U77L1TY A POINT WHICH IS A GENERAL LAND OFFICE EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCATIONS PRIOR TQ CONSTRUCTION BY CALLING THE SURVEY CORNER, THE APPLICATION REQUIRED BY AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE' LINE AT 6311 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVATION, SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. 65.98' 5' DEEP INFILTRATION GALLERY 1697 SO. FT. STORM TRENCH PLAN VIEW HORIZONTAL SCALE: 1 =10 348 STA:0+00.00 RIM-34,198 I.E- 340.55(121NW.NE&cSE) 346 344 342 340 338 LO r i STA: 0+4272 RIM - 346.78 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 NATIVE SECT /ON nB Bn UNDISTURBED SOIL PROF /LE VIEW HORIZONTAL SCALE. • 1---10' VERTICAL SCALE. • 1 " =2' APPROVED FOR CONSTRUCTION R/W LINE rE= � 10' UTILITIES EASEMENT ROPOSED GRADE EX. GRADE i { 7 , I � PROPOSED SANITARY SEWER STUB i I i APPROVAL ■ LU I ' � i r TOP OF I TREK PROPOSED STORM STUB U PROPOSED SIDEWALK R -=-.342.5 i BOTTOM ! OF TRENCHEQ39 - - -456- - - PROPOSED CONTOUR o � I 4rWADS(N -1) PERF. O 0. 07 Z EXISTING STORM MAIN �j EXISTING SANITARY SEWER MANHOLE � zi W � EXISTING CATCH BASIN 01 cza 3 x i EXISTING FIRE HYDRANT 0 � p 1.n � rn C) D U �j RIPARIAN HABITAT BUFFER 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 NATIVE SECT /ON nB Bn UNDISTURBED SOIL PROF /LE VIEW HORIZONTAL SCALE. • 1---10' VERTICAL SCALE. • 1 " =2' APPROVED FOR CONSTRUCTION R/W LINE JOB NUMBER BY: DATE: 10' UTILITIES EASEMENT 8114 PROPOSED SANITARY SEWER MANHOL Director of Public Works PROPOSED SEWER MAIN { - - -- -- - PROPOSED SANITARY SEWER STUB • APPROVAL ■ LU O N PROPOSED STORM STUB U PROPOSED SIDEWALK R EXPIRES: - - -456- - - PROPOSED CONTOUR o � EXISTING EDGE OF PAVEMENT EXISTING STORM MANHOLE Z EXISTING STORM MAIN �j EXISTING SANITARY SEWER MANHOLE � zi W � EXISTING CATCH BASIN 01 cza 3 x i EXISTING FIRE HYDRANT W � z EXISTING TELEPHONE P1SER '1 C) D U �j RIPARIAN HABITAT BUFFER 00 CID 0 SCALE: 1"=10' o 0 5 10 20 U a � O m VERTICAL DATUM v THURSTON COUNTY Cj� LO NGVD 29 BM: 1252 CASED z�Q CONCRETE MONUMENT WITH BRASS Q CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. O ELEV.• 347.21 CONTOUR !N TER VAL= 2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND --- PROPERTY LINE R/W LINE - - - - EASEMENT LINE - -ADDITIONAL 10' UTILITIES EASEMENT ® PROPOSED SANITARY SEWER MANHOL -- -- -- -- PROPOSED SEWER MAIN { - - -- -- - PROPOSED SANITARY SEWER STUB • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN PROPOSED STORM STUB PROPOSED SIDEWALK PROPOSED SHOULDER - - -456- - - PROPOSED CONTOUR 456 - - -- EXISTING CONTOUR EXISTING EDGE OF PAVEMENT EXISTING STORM MANHOLE EXISTING STORM MAIN �j EXISTING SANITARY SEWER MANHOLE 8" S EXISTING SANITARY SEWER MAIN iC EXISTING CATCH BASIN 01 EXISTING POWER POLE N EXISTING WATER GATE VALVE i EXISTING FIRE HYDRANT EXISTING WATER MAIN LU EXISTING TELEPHONE P1SER '1 EXISTING POWER J -BOX EXISTING CABLE J -BOX �j RIPARIAN HABITAT BUFFER AVERAGING AREA 55 REVISION BLOCK NO. DATE DESCRIPTION BY 1 317116 PER CITY OF YELM COMMENTS GJM LILL d- C) C��^ L4j L LLI 2N U_ • Q) Urn 4. Q 0 rn 0 U ti Q ca V Q cc 0 v1 y bO l(0 DATE 314 -16 DRAWING NO. RZ 81 1 4BASE SHEET 6 OF 116E STANDARD SPECIFI CA TIONS DESIGN DETAIL, WORKMANSHIP, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF 7 YL ER TERRA CE THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", THE "APWA AMENDMENTS 7, DIVISION ONE", A AND THE STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL SW 114 NW 114, CSEC 19 TW J 17 N QA iG 2 WM CONSTRUCTION ", ALL :WRITTEN AND PROMULGATED BY THE WASHINGTON STATE CHAPTER -0F 7NE AMERICAN V l/ X1`1 V �/1 / r r / Y. .1 J �, v Ey PUBLIC WORKS ASSOCIATION AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, EXCEPT Q WHERE THESE STANDARDS PROVIDE OTHERWISE. THUif lSTON COVN ! / 1 WASHiNGTON THE FOLLOWING SPECIFICA7101I SHALL BE APPLICABLE WHEN PERTINENT WHEN SPECIFICALLY CITED IN THE STANDARDS, OR WHEN REQUIRED BY A HIGHER FUNDING AUTHORITY. A, CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF YELM'S WATER SYSTEM PLAN. B. CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF YELM'S COMPREHENSIVE SANITARY SEWER PLAN. C. CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF YELM'S COMPREHENSIVE PLAN. D. RULES AND REGULATIONS AS ADOPTED IN 774E YELM MUNICIPAL CODE. E. CONDITIONS AND STANDARDS AS SET FORTH IN THE THURSTON COUNTY COORDINATED WATER SYSTEM PLAN, JANUARY 1986. F. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, LATEST EDITION. MORE COMMONLY KNOWN AS THE "AASHTO Y GREEN BOOK ". PA G. CRITERIA SET FORTH iN THE LOCAL AGENCY GUIDELINES AS AMENDED AND APPROVED BY WASHINGTON 5E 0 A STATE DEPARTMENT OF TRANSPORTATION. H. CITY AND COUNTY DESIGN STANDARDS FOR THE CONSTRUC770N OF URBAN AND RURAL ARkRiAL AND SEE' d 5 NOTE 1 COLLECTOR ROADS PROMULGATED BY THE CITY ENGINEERS ASSOCIATION OF WASHINGTON, MAY 24, 1989. I. CONDITIONS AND STANDARDS AS SET FORTH IN THE WSDOT DESIGN MANUAL AS AMENDED AND APPROVED BY WSDOT. J. U.S. DEPARTMENT OF 7RANSPORTA71ON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AS ?S' EXPANSION S° AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. rYO A JOINT K. DOT CONSTRUCTION MANUAL AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. SEF A L. RULES AND REGULA77ONS OF THE STATE BOARD OF HEALTH REGARDING PUBLIC WATER SUPPLIES, AS PUBLISHED BY THE STATE DEPARTMENT OF HEALTH. TYPE I M. CONDITIONS AND STANDARDS AS SET FORTH IN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY VARIES SIDEWALK 2, g, "CRITERIA FOR -if -WAGE WORKS DESIGN ", MOST CURRENT EDITION. -� EMENT CONCRETE 1/2- LIP CURB & GUTTER N. CONDITIONS AND STANDARDS AS SET FORTH BY THE STATE OF WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES. 6" 6 0. DESIGN CRITERIA OF FEDERAL AGENCIES INCLUDING DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT SECTION A -A SIDEWALK AND THE FEDERAL HOUSING ADMINISTRATION. 1/2" LIP P. OTHER SPECIFICATIONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY THE CITY OF YELM. ADJUST WIDTH AS REQ. TO PROVIDE 6. SLOPE OF 12:1 5 SECTION B -B -4p �qR /�S S�Oy _ \� \� ✓� B FF p 4NS /-AS REQ: SEE NOTE 1 \ .' WIDTH I ;, :�,. \a ONE -WAY TWO -WAY 16' 10' 15' 30' 20' 40' CI 1Y OF YELL NOTES: 1. WHERE APPROACH EXCEEDS 16' MOTH A FULL DEPTH EXPANSION JOINT SHALL BE PL.ACEDI LONG17UDINALLY, CENTERED IN THE APPROAICH, 2. FORM AND SUBGRADE INSPECTION ARE REgLjIRED BEFORE POURING CONCRETE. 3. REFER TO SECTION 46.14,) f.( DEVELOPMENT GUIDELINES. JEG DEPT. OF PUBLIC WORKS CEMENT CONCRETE APPROACH APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-9 DES. I DWN- I CKD. DAT S -C S -C S -C 2/2/95 HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. J. TRENCHES SHALL BE PLACED TO RUN PARALLEL IMTH NATURAL CONTOURS OF THE LAND. WASHED ROCK SPECIFICA71ONS TYPICAL BUILDING INFILTRATION TRENCH. 1007. PASSING 6" SIEVE INSTALL 3 - S A!L 3 W X D X 25 L DISPERSAL so 1 009 PASSING 4 SIEVE TRENCH W/12" PERF. PiPE ® S = 0.09 AND 0 -107. PASSING 1.5" SIEVE FILLED WITH WASHED ROCK. SEE DETAIL 0 -27. PASSING 1" SIEVE BELOW. TYPICAL ALL LOTS. TO BE 0 -19 PASSING #200 SIEVE INSTALLED AT 77ME OF BUILDING CONSTRUCTION. (SIZED FOR 3,000 S.F.) D.S. (TYP.) CLEANOUT 11TYPICAL I� HOME • �" INSTALL TEMPORARY MIRAFI SILT FENCE 4- A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. 3r GROUND PROFILE rl�Jll- �1f=11 11* 14 1111M IF 12" 0 PERE PIPE ® S =0.09 3' WRAP ENTIRE TRENCH WiTH FILTER FABRIC (GEOTEX 801 1.00' OR APPROVED EQUAL). DOWNSPOUT WASHED ROCK SECTION 10' MIN. _101 25' (MIN.) GUTTER DEBRIS • SCREEN -PIP BUILDING ,Il U I I � T_ II 3' - ------ ---- -- cJ L= GROUND PROFILE 12" 0 PERFORATED 4" PiPE CLEANOUT PIPE ® S =0.O7. SEDIMENT CONTROL STRUCTURE SEE DETAIL THIS SHEET. (OPTIONAL) WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. CARSON TYPICAL INFILTRATION a "D ASSOCIA &ES TRENCH FOR A BUILDING Itfl^sm DAB CARSON NO Z-,rO 9027 Pacific Avenue, Suite 4 07.29.03 N.T.S. Q STANDARD Tacoma, Washington 98444 Fl� N. All 253 474 -3404 P \r�ETNLS\LAMN\200SrOW 240 DWG Manhole Frame and --\ Rim elevations to match finished Cover by Manufacturer. 3211 OD grade. HDPE risers can be field (See Detail) / cut by Contractor. Pipe coupling \ by Contractor. 12" long Stub -out Varies by Manufacturer. `j I Swirl Inle utletIMN111RO illlll 64" 3611 / L - Arched Baffles Plan View .,.,., Sollards shall be placed around .. 6:4190,91 riser(s) In non-traffic areas tD prevent Inadvertent loading by maintenance 4e j �. .' • co Ane q �► •. I �• IV c Oda" r. -. iii : :i :�a �t"a a e r . t.♦ Concrete ta, support and NOT allow manhole frainge to rest upon r• Manhole Frame & Cover Detail For Non-Traffic Areas Only 101111111111111111 Section A-A Aqua-Swirl Concentrator Model AS-2 CFD Standard Detail Io. 6524473 and other Patert Pending !L UTILITY CONFUCT NOTE = PURSUANT TO RCW 58.24.040 (8) AND W CAUnON' 332 -120, BEFORE REMOVING OR DESTROYING ANY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTiL171ES CALL BEFORE YC I DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, _ WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL LOCATION PRIOR TO 'CONSTRUCTION. THiS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE LOCATION AND PROTEC71ON OF ALL EXiS77NG PROPERTY; A CONTROLLING POINT FOR A PLAT, OR 774E EXiS71NG UTILi71ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY A POINT WHICH IS A GENERAL LAND OFFICE EXIST. LOCATION OF SAID 'UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCATIONS PRIOR TO CONSTRUC ;77ON BY CALLING THE SURVEY CORNER, THE APPLICATION REQUIRED BY AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE'' CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT B11 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVA770N- SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. x] APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES NOTES 1. TN> plan is to be used when peees"i, cro" In one direction is not MATCH SDEMLK f r ' _ _BUFFER perm led. YAWrH - 4' D' SIN. - l�11('�( STRIP SEE CONTRACT PLANS / Y /) /}-� 2_ Curb ramp location shall De placed W1,hln the W&h Wine assodated NATGI SICEYV,�'� PETSTRNN CURB '' ` ^ / CTOa&AGIX, Or as shown In Ina Conlracl Plans. IN -� SEE NOTE 10 7 -SEE CONTRACT PLAINS Cll{� RAMP \. J, betty a between BREAK" is taped oat, the entire length of the grade bleak FEbESTmau C11R9 d PEDFSNOTE CURB )Nrtween It» 1WTr adjacent svrtaca lrxls shall be hush. I F SEE NOOE , MATCH 510EYfA1X •MOTH •. 4' D-MW '{\ •• - SEE NOTE ID P 3B• EXPANSION JOBNII I , I SEE CONTRACT PLANS IANDIrNO / lttP.l -Ste STanoAR`D "� } i } \ �. I 4. Do not pilK.e rJfevnUS. function boxes, accessTxrvcYS w vdR:r aAf `F°n- PLAN F•D0.10 I / r UUrONO W' EXPANSION JOINT •- SEE ` \\ ences in 6ont of the Curb nanp a On ally part of the wRl ramp Df landing. 9OLWAl1( ) I / 3•R BTANDAAD PLAN F- 30.11 - SEE NOTE 6 � I ' I � �� / % _ I � / 6. See the Conlrect Documents for the curb design speeAlerl s- uIN / .� Sm Stoxf rd Plan F -10." for Curb, Curb and Cutter. Deprossed Curb `�/-�, -�- f �; Y and Gutter and PedesLrian Curb details. I T R / Sco Standard Plan F- 30.'t0 Fu! Comun! Colx:re[o SFJuwal4 Deiei4s. e I " h Y 0' MINI . / Soo vent gears for width and Nadement of sJuwak. �-/ r N r I SIOLYNLK- �j r tV� ;xr IAJ SEE NOTE 7. Tho bid loan "CCmonl Conaeto Curb Ramp Typo __"does rot InclWo the SUFFER S17tM -SEE _l I /ri_ \�_ DETECTABLE WARN NG SURFACL BUFFER _ '• DETECTABLE WMNNG SURFACE °�fK Curb or (Curb and Gutter ), DBDresSBd Curb antl Gutter, ParlB3lnaR CONTRACT PINTS „- - ' -1J/ ! D 1 SEE STAM ARDPLAN F4610 STRIP �" 1 l� J D SEE STANDARD PLAN F.45.10 Curb or SldeWalK, or III pedestrian Oros ifrg Closure sgir. r- - - --f_ -', \_ cuA86 curTER B. Thal Curb ramp maximum running slope shall not n3gl:se IFS ramp 1BrigiD to L CHAR BOIITTER - I I exceed 1 tea Yo •h I N 5 t to a 7. anasb' , e a n SEE NOTE 5 -SEE OTE S tie lnifa Wf1BR OOnnaCTIR � woe N g PEOE5TRVN CROSSIK�•r. -%r ' �. CURB RAMP PEDESTR:MI CROSSING r I to 6180 grades. When appying the 15 toot maximum length, the ntrming CLOSURE SI ' CLOSURE SIGN J I FACE OF CURB RAJdP slope of the Curb ramp ehal to as Fiat as famble. CURBOF CURS - 9. Curb ramps aad landings shall reoewe Woom finish. PLAN VIEW PLAN VIEW See Standard Specirkadon . &14. 9 TYPE SINGLE DIRECTION A TYPE SINGLE ORECTION B 10. Pedestrian Curb may be. oinned if die ground surface at Cie back of the *� Curb Ramp andlor lancRV will W at the same ekvat:on as Ilm Curb Ramp W Lanfirxd and there w be no ma•,aral to ratan. m DETECTABLE WARNINOSORFAGE Or RAX -SEE STANDARD PLAN F•45.10 _- 15' -0-MAx 15' -a, IAM LEGEND O SEE NOTE a GrEADE BREAX GRADE BREAK SEE NOTE a SEE NOTE a- ^ GRADE BREAK i SLOPE M EITHER DIRECTION GRADE 6AFAK ; GRADE GRADE BRFAIC, /^ / 50%N EA SLOPE SIDEIL'1LK •- BREAK SEE OC WA4t r' .. ox raAX 9EE NOT E 6\, / / ! SEE f/G7E G - SEE NOTE 6 \ 0 a% 1LAT. 2.o5G MAX. i TOP OF e.7 ; MM�x 2 Bin MAX.. !- a �,b MAx ; ROADWAY _ B RAMP LAUdNO DEPRESSED CURD BGUTTEn Lre 5 - SEE STANUAKU PLAN r•T0.1: CURD RAMP Cane R%W SECTION O �O t or ISM SECTION OA wY? Ap5 QU •CEMEW CONCRETE CUFIB DAMP r, _,,._,T,r O� 4'ar Tim SINGLE DIRECTION A -PAY LIMIT 'GEM?TT CONCRETE CURB RASP / � }( F 13Tti- \ ri -SEE NOTE 7 TYPE SINGLE DIRECTION SEE NOTE 1 _� / r `. ✓J rls / FGNAL ¢ I•RADKJS i1 DETECTAB E WARNM q CORNER - SURFACE -SEEj Y?� ,\ STANDARD PLAN F411.10 t \ PEDESTRUwcuRB / / SINGLE DIRECTION �D R EssEO cuae AND = ;� CURB RAMP - GUTTER -SEE NOTES DD' AN AE -�' _ `•�z- ��___ ~� ` - - - =�\ �-/ / I- � STANDARD PLAN F-40.16-02 RADIUS �- /// _ - -i:K / SHEET 7 AP k 1 DHEET PROVED iDq PUBLICATION i U •. ISOMETRIC VIEW y' tSOMETRtC VIEW Pasco 9akotich /it _ 6/20/13 TYPO tNGLEDiRECTIONA DETAIL O TYPE SNGtE DIRECTION B �,I" °� ,,, P,r. aTare.R�, MIT T PAY 1.31M A NOTES 1. The DeitedaW Waming 5;)rtaco (D%%G) shat extew the full wxm of the a c DET FCrASLE W7diNNG ou'ti lamp (exclusive of flares) or the larding. ' CORD RAMP, LANDING, CUT -/ SURFACE Lows)- THF40UGH OR WALKWAY SEE NOTE 5 2, The Detectable Warranq Surface shall be placed at rho back of curb, and need not folow ft radars.. YSIND' 3. The rOWS Of 7UnCated Comes ShS'I be Signed 10 to De(Mirldx;ular t0 the + I - -• ---- , grade Break at the back of curb. l A B r__ O 6 0bS - BACK OF CURD- .. in .V.__F.. T -O -LAN - I.- TRUNCA)ED DOME .Q. D Q se r. NOS \1 _ :_ ^x - - -" _.. t� APKI AT1045 4. Tbo rova of ��n of ra red demos shall be align¢¢ to to parallel to the 14.11 °O'~ Q 1 5. It curb antl utter are Trot DxeSenl, such as a SnarW -usn path wnnection, SECTION O E ar our P' e� 1 lb e(fa to g Surface shaft BB pia0ad at the f5avotnenl + \�- SEE STANDARD SPLCIPICATIONS FOR - 6. See Standard Plana for siderwak and Sub ramp detals. COLOR OP SURFACE f IMrRA71•H r0 YPO)H OI' �4Rlt ItAMy 7. If a Quit Tam Is required. the location of the Detectabto Warning Surface EO DOME 6PACtND CURB AIa)GURER- D e7. rauNCAS,EE NOTE 3 v TRUNCATED DONNE DETAILS YVNLOKVNNG+nv uT- ri+fi°uc'i °it meet tw at the bottom of the ramp and within the requited Wstanoa from DETECTABLE WARNING SURFACE DETAIL nil LAWAG mOFFSE f S. When the grade break WtwcCn Ire curb ramp aN the landing is loss than CURB RAMP SIFE NATV aI - or equal to 5 ft from the bask of curb at an points. place ft Dotoctab4o INOTN of tANOI�G Warning SuADCe on the bottom Ot me curb ramp. YNLMf1AY - \v Y �� ti% WALKWAY '1 WALKWAY I^ .+ � \ - WALKWAY _I `MOTH G J TIaTOUGH i.� r t, i i TTY ➢1 WIDTH OF CU) TRROUOM ' DETECTABLE WARIANp . SURFACE tDWS)- / \ '_`_�._� (rYPi ? ` SEC NOTE 11 -,: CURB F)/IuP BACK OF CURS �' �. ; I )kx SINGLE DIRECTION CURB RAJAP �--__ FLARE ", FLARL L (GRACE elLEAK BETWEEN CURS AND �� _ DETECrnaLE vw+R eNG- LANbINGi 6 {BEE INOM NOTE 4) OF CURD) �~` _; .�••" - .. - - - L 4NOINa RACK OF CURS- -_ I SIAtFACL (P15) - SURF CE IYYP NLNO BACK OF CURB - IS i [kRFCTK)N OF SEE N07E 2 r ) w _ SEE NOTES } \ SEE NO 3 BEE NOTE] I TRAVCL r "of" (w CLAia RAMP ; CVRB RMW _ o m _ % a; RACK OF CLAIN - r .. SEE NOTE 2 `�'\ WALKWAY - NIO1H OF PERPENDICULAR CURB RAMP WALKWAY (SEE NOTE 4) 11 y ISLAND CUT - THROUGH .... .t J. ..... { Yr VAWK OF CURB RAMP, ` •• r_ LANIXRG, OR WALKWAY LTETECURFt. E(IYP)- SURFACE NOTE 1:1 A.. OTTTCTABLf. LUiRNrNO � �� ( •1 SEE NOTE V !A \ sLmPACE (mvs) - SEE' NotE3 - tA'i • - `. �..'{ �-� i - � M EDIAN CUT THROUGH TACK OF CURD BACK OF CURB- �t f �A' ---' SEE NOTE 2 - r SEE NOTE 2 SINGLE ERRECTION CURB RAMP pETECTauLF VlARr., - , } 6+ hill II �` fGWtOE BREAK BETIYEEN CURB AND 5URFACI. WANG) - � 1_. ! j l I �.i r iMO7H OF PATH D LANCING 5 F1 FROM BACK OF CURB) s.Ff NOTES 4 6 7 tAl' .% 1 f USE PATH OR A YyO ♦f, ; !yy + (SEE NOTE 6) WALKWAY not N`c`(.'o,, die l'•X6 IYr lyi CURB RAMP +- CURU RAMP .. WALKWAY IANOLNO 1. .- WASJtWAY _ , 3 • w KWAY[ I' T N1DTR Oh CUTTt ROUGH v-�, 1 tTrvj .. -, . =I � SE DETECTABLE WARNING IYALKN+AY - ( `;•• r" '�� '; �,jt, ' •I' ' 11 ,!�'- .....- -� ROUNDABOUT SPLITTER ti + ' -! SURFAC ]ISLAND PAVEMENT ti uLoca E aE 01- 45.10 - STANDARD PLAN F - •�.., -^-� . �1"/ g t, bl� `� I � � I SH ET T OF i 3fEET ~ -_ OETECTABLC WARNING _... .__ ------- _ � UFYECTA &F wAAN+NO AI. ; : � � � - i BACK OF CURB ' -� ` SURFACE BVIS) - SEE NOTE 3 ,,� PATH OR 6LiRFACE lDy� -1 + co BaED FON PVBLICAT WV SEE NOTE 'Moral CF ; WALKWAY f.%E NOTES l 8 5 -' -" ` -- -{ I Pasta Bakotech 1I1 OS/21/121 LANDING" PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING SHARED -USE PATH CONNECTION I ° •PpJ +'LI'•^• eiPO'^..wmrro. ^P«I.w+ j (see HOYE e) PLACEMENT GUIDELINES DUMP NO WASTE O 3 1/2" NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. CATCH BASIN STENCIL N.T.S. REVISION BLOCK NO. DATE DESCRIPTION BY 1 317116 PER CITY OF YELM COMMENTS GJM JOB NUMBER 8114 � Z z CC o � W C7 W O Y � v Q W 4 O U O I O LO LIj O U � 4 O .a•AJ O 0 LL, � Q Z: z' Q O C. O i W 4 LJ U) j t W Q C1 C1- U� N � O Q U FQ- v O CL Q C � V LQ 1� kko DATE 3-7-16 .p DRAi WING NO. RS01 3 -14 -16 HEFT Z OF1$ U77LITY CONFLICT NOTE. CAUTION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST: LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. _ TYLER TEf7RACE SW 1/4,- NW 114, SEC.19, TWN.17 N., RNG. 2 E., W M. THURSTON COUNTY, WASHINGTON CEDAR SHINGLES G -�1 MAJOR RESIQ 2x4 d LOCAL PRIVATE FEATURES a - 5 1 2» D MIN, NOMINAL 4YIDTH OF SiD�' , vo +4'AL MIN. SIOEWALK d vv 4x4 COLUMN v USTOMERD POSTAI' NQ61NAL WIDTH E Y D Q v. d PLANTING v RESIDENTIAL STRIP v 15000 MIN BRACE 6000 -15000 500 -6000 1"R a PLANTER 3'-+- (.� PER U.S.P.S. a ° REQUIREMENTS No a ' LIMITATIONS 1/2 °R ° superelevation n superelevation v No on street O Q• m D parking v MINIMAL Special 0 Q Special 4' AC v' 4' AC r 24AC STRUCTURAL CEDAR SHINGLES 2x6 MAJOR RESIQ 2x4 MAILS 1 LOCAL PRIVATE FEATURES 5 1 2» WTHITO , COLLECTOR MIN. SIOEWALK 2x5., 4x4 COLUMN _ •is NQ61NAL WIDTH MAILBOXES J 4 OF SIDEWALK d 2_x4 CROSS RESIDENTIAL ADT a 15000 MIN BRACE 6000 -15000 500 -6000 1"R ATTACHMENT AS PLANTER 3'-+- (.� PER U.S.P.S. No REQUIREMENTS III 5 1/2" MAJOR 6 1/2" COMMERCIAL �IIIIII�IIII `Mt��11�f11�I�I11II�11111 LOCAL PRIVATE FEATURES 5 1 2» WTHITO COLLECTOR COLLECTOR 1 "R SIOEWALK _ •is LENGTH VARIES MAILBOXES J FOOTINGS PER ENT. 0 TYP. ) ti 38' "� 2" U.S.P.S. REQUIREMENTS GENERAL NOTES:,// 1. ROOF IS OPTIONAL PER DRAWING STANDARDS. 2. SEE DEVOLOPMENT GUIDELINE 4G.070 FOR ADDITIOAL REQUIREMENTS, 3. LOC 'TE OUTSIDE INTERSECTION SIGHT- CITY OF YEI TtA DI ANCE- OBSTRUCTION AREAS. DEPT. OF PUBLIC RKS 4. L DIMENSIONED LUMBER SHALL BE PRESSURE MAILBOX I ` /TREATED. ALL NAILS AND CONNECTION L V BRACI<ETS SHALL BE GALVANIZED. D E T A MAILBOXES SHALL CONFORM TO U.S.P.S. L REQUIREMENTS AND SHALL HAVE THE STREET ADDRESS OF THE SPECIFIC LOT ON THE APPROVED DWG. t MAILBOX DOOR. 4 DES. DWN, CKD. DATE JEG 9/21/2000 LOCA77ON HAS BEEN APPROVEDBY THE USPS PURSUANT TO RCW 58.24.040 (8) AND WAC 332 -120, BEFORE REMOVING OR DESTROYING ANY CALL BEFORE YOU DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, THE CONTRACTOR SHALL BE ,FULLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL THE LOCATION AND PROTECTION OF ALL EXIS77NC PROPERTY; A CONTROLLING POINT FOR A PLAT; OR UTILITIES. THE CONTRACTOR $HALL VERIFY ALL UTILITY A POINT WHICH IS A GENERAL LAND OFFICE LOCATIONS PRIOR TO CONS71%CTION BY CALLING THE SURVEY CORNER, THE APPLICA77ON REQUIRED BY UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND HOURS PRIOR TO ANY EXCAVATION. SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. CEMCNT CONIC7rL IL PYA1 1-JI: CU'8 ANL'; G'UTTCR CEMLN'i CG.M:'KL.L ,M01.1.£iJ F CENE'MT CdAlCI ,' TE TRAFFIC CURB AND 6,V r i L'i? TO COMEAW CONCAf E7'E ROLLED CURB 7'92'AIRWY147m APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: MINIMUM STREET DESIGN STANDARDS ROADWAY 5 1/2" MAJOR 6 1/2" COMMERCIAL NEIGHBORHOOD LOCAL PRIVATE FEATURES 5 1 2» A#TERIAI• COLLECTOR COLLECTOR 1 "R 1/2 -R 1/2 °R a r d RESIDENTIAL ADT a 15000 MIN 6000 -15000 6000 -15000 500 -6000 1"R 500 MAX a No superelevation. Access and intersections No No No No LIMITATIONS 1/2 °R � superelevation n superelevation No on street No on street o� m parking parking U MINIMAL Special Special Special 4' AC 3' AC 4' AC r 24AC STRUCTURAL Design Design Design 2' C.S.T.C. 2' C.S.T.C. 2' C.S.T.C. 2 *C.S.T.C. DESIGN W 4. S' Ballast 8' Ballast S *Ballast MINIMUM 841-1061 94' 72' 56' 56' 58' RIGHT -OF -WAY q o PARKING LANE 111TOT ALLOWED Both Sides Both Sides U 0.50% - 8.00/0 0.5% - 8.00% 0.5'% - 8.00% 0.5% - 10.00/1 0.50/. -12.00% c °4 a 0.50% - 15.0% MAXIMUM a .4 .tea d d 4 d d O CURB Curb Curb G`urb & w a Curb & Gutter Curb & Gutter Rolled Curb & Gutter butter U Q Gutter PLANTER STRIP Two sides - Two sides - 8' Two sides - 8' Two sides - 7' Two sides - 7' a n Two sides - 6' 7' 7� ,, ( SIDEWALKS ��MENT CONCRETE BARRIER CURB AND GLITTER Two sides - 6' Two sides - 6' CEMENT CON T BARRIER CURB Two sides - 5' Two sides - 5' One side - 5' .R U A L+- 0 N u 50' 38' (or 47' with RADIUS U Q landscaped (PAVEMENT island radius of WIDTH ) 17' INTERSECTION - 35' 35' 35' 35' 35' 35' 1/Z °R CURB RADIUS DESIGN SPEED 40 40 40 30 30 30 25 MPH p MINIMUM 150' 150' 150' 100' CENTERLINE Per AASHTO U O D n � G v CEMENT CONCRETE ROLLED CURB AND GUTTER a, i CITY OF YELM DEPT. OF PUBLIC WORKS I. CEMENT CONCRETE EXPANSION L EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. CURBS 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE APPROVED POURING CONCRETE. DWG, NO. 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. PUBLIC WORKS DIRECTOR DATE 4-13 DES: DWN. CKD. DATE JEG S –C S -C s -c 3/15/94 PURSUANT TO RCW 58.24.040 (8) AND WAC 332 -120, BEFORE REMOVING OR DESTROYING ANY CALL BEFORE YOU DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, THE CONTRACTOR SHALL BE ,FULLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL THE LOCATION AND PROTECTION OF ALL EXIS77NC PROPERTY; A CONTROLLING POINT FOR A PLAT; OR UTILITIES. THE CONTRACTOR $HALL VERIFY ALL UTILITY A POINT WHICH IS A GENERAL LAND OFFICE LOCATIONS PRIOR TO CONS71%CTION BY CALLING THE SURVEY CORNER, THE APPLICA77ON REQUIRED BY UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND HOURS PRIOR TO ANY EXCAVATION. SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. CEMCNT CONIC7rL IL PYA1 1-JI: CU'8 ANL'; G'UTTCR CEMLN'i CG.M:'KL.L ,M01.1.£iJ F CENE'MT CdAlCI ,' TE TRAFFIC CURB AND 6,V r i L'i? TO COMEAW CONCAf E7'E ROLLED CURB 7'92'AIRWY147m APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: MINIMUM STREET DESIGN STANDARDS ROADWAY BOULEVARD MAJOR TJRBAN COMMERCIAL NEIGHBORHOOD LOCAL PRIVATE FEATURES ARTERIAL A#TERIAI• COLLECTOR COLLECTOR ACCESS ROADWAY o COMMERCIAL LOCAL ACCESS RESIDENTIAL ADT S00 MIN 15000 MIN 6000 -15000 6000 -15000 500 -6000 2000 MAX 500 MAX DESIGN No superelevation. Access and intersections No No No No LIMITATIONS should be limited. No on- street parking. superelevation superelevation superelevation superelevation No on street No on street o� m parking parking U MINIMAL Special Special Special 4' AC 3' AC 4' AC r 24AC STRUCTURAL Design Design Design 2' C.S.T.C. 2' C.S.T.C. 2' C.S.T.C. 2 *C.S.T.C. DESIGN W 8' Ballast S' Ballast 8' Ballast S *Ballast MINIMUM 841-1061 94' 72' 56' 56' 58' RIGHT -OF -WAY PARKING LANE 111TOT ALLOWED Both Sides Both Sides MINIMUM 0.50% - 8.00/0 0.5% - 8.00% 0.5'% - 8.00% 0.5% - 10.00/1 0.50/. -12.00% 0.5% - 15.0% 0.50% - 15.0% MAXIMUM PROFILE GRADE CURB Curb Curb G`urb & Curb & Gutter Curb & Gutter Curb & Gutter Rolled Curb & Gutter butter Gutter PLANTER STRIP Two sides - Two sides - 8' Two sides - 8' Two sides - 7' Two sides - 7' Two sides - 6' Two sides - 6' 7' SIDEWALKS Two sides - Two sides - 6' Two sides - 6' Two sides 757 Two sides - 5' Two sides - 5' One side - 5' 5' CUL-DE -SAC 50' 38' (or 47' with RADIUS lgot applicable landscaped (PAVEMENT island radius of WIDTH ) 17' INTERSECTION - 35' 35' 35' 35' 35' 35' 25' CURB RADIUS DESIGN SPEED 40 40 40 30 30 30 25 MPH MINIMUM 150' 150' 150' 100' CENTERLINE Per AASHTO RADIUS RENSION BLOCK NO. DATE DESCRIP77ON BY 1 317116 PER CITY OF YELM COMMENTS GJM co I .r C) CSLO �� a W� Q r!- U CO Q z 0 -O U ti C/ Q J W I� 1v DATE 3 -14 -16 DRAWING NO. RS02 ` 81148ASE HEET a OFD JOB NUMBER 8114 UJ z z o w U 2 CS U CIO O O LO n J U W � o� m L� F U In D7 Q W co I .r C) CSLO �� a W� Q r!- U CO Q z 0 -O U ti C/ Q J W I� 1v DATE 3 -14 -16 DRAWING NO. RS02 ` 81148ASE HEET a OFD Line Table Line # Length Direction L1 2.78 S9' 10' 36.87 "E L2 23.88 S9' 10' 36.87 "E L3 22.11 S22' 36' 42.85"E L4 16.57 S21' 23' 41.57 "E L5 22.07 S28. 30' 44.33 "E L6 30.12 S35' 14 05.12"E L7 12.91 S35' 14' 05.12 "E L8 30.72 S33' 15' 45.51 "E L9 5.21 N33* 15 45.51"W L10 5.05 S57. 39' 29.44 "E APPROVED FOR CONSTRUCTION ,JOB NUMBER 8114 T YL ER TERRACE BY: DATE: Director of Public Works O Ld SW 114, NW 114, SEC.19, TWN.17 N. RNG. 2 E. W.M. PR z AF VAL O THURSTON COUNTY, WASHINGTON EXPIRES: o S.T.E.P. SYSTEM PLAN w a o w �Qw OPEN SPACE - 3 n ca cc c w o w 61331 C10000C. y v x i r't` SC Ll.`) '._iD U j U 69,310000 '00 3485 70 - �` 3 X C9 3 j oo C)0 iD i , 693100,30800 8 `4 5.4 b P vc, `� //1 / r�/ STA:0 +00 ROAD "A ; j/; �,��i- ;/ \ ti / 1.10 j , i i N40 29 4T E 529.72 q INTX. COATES RD. SE 'i / r r` - - „� i _ ._ _ ,.. 6' NDS�d t Ir1 ! ! , ( J r -- .,L 7- �` - I -m 345- -- -- �'- 345 _3 ,` i t %CC)i:1,)) ! / ! j jr ! 34. ..,. ....._ .... ,.346 -- � •� / � / � � - � t \ 7.5 PA NG � � \ STA. 4 +2 .05 ROAD A ON:� LINE NGL POINT f7h�lj, 1 I k P.S. Y . ROAD A � _[311 V.Y345. Coll Y jil � t, w .1 { - ,�� ST • 4-F 3 1 05• 't /I ,. 1 r t' i } !AI t3�5. ) . / N4 29 48 E 421. y f �`l 1 , ROW i g / 6.00 165 i / CI _� f �� 9 $1 "$ \ \ PARKING ��', rl� � r /!>; r ; I�' =t____ ! �•s of <. , \ ,.% /, / 1, .X / F i <r: _13104 .: :W 10' UTII[(TY EASEMENT \ -1 I r , I �' v,H o� I/ / 10, �) P� (scH4o) s 4� I � t � ��(SCH S6 MAIN s -z PVC riji.i SEWER EASEMENT , I � I I o< I 1 I „, ,,.• .x�_;� f! , I / I I 2/ 1 4 ! I I %'0, W , I i I I I I �, I I I 1 % � . i - 4f- 1 o /�22� 4,)� ^77�'� y .7 ! / /T: i'!'y� ;✓Ll /r ` /fi �' / /ff�! tff�!l�� 1 �11f71± mf -..�� 3 %'! X347- - _ .�_ _- -_- _ -__ - -_ - --� L1 k,��/ , I -346• >r-- -"- -"' ti-- � { n k. ' !e ;r!! r t k � N40 29 48' E 659.18 10' MIN. HW //i % !\ SETBACKS i5' i i ! I t I I j i t! ) I �!' � , �; C; I r ,J� G 1 � �1 o r� � � .1 70190000400 0190000500 N � I t ri � t P, EDESTRIA 1 1 r , 0 i0" 0(],10 %C,0 701.100003 0 I i I 1 ACCESS ' ca EASEMENT �U Uj 3 4 5 w v3 w CONTRACTOR NOTE: Q BUILDING CONTRACTOR TO PROVIDE INDIVIDUAL RESIDENTIAL EVERGREEN PRECAST 1,250 GAL, S. T.E.P. TANK OR APPROVED EQUAL AND SIMPLEX PUMP SYSTEM ON EACH LOT TO SERVICE THE PROPOSED HOME PER CITY OF YELM S. T.E.P. SYSTEM AND VAULT DETAILS ON SHEETS SNO1 AND SN02 AND CITY OF YELM STANDARDS /REQUIREMENTS. GENERAL NOTES 1) SIDE SEWERS DO NOT GO INTO THE SIDES OF THE TANKS. 2) SERVICE LINES NEED TO BE A MIN. OF 24" DEPTH OF BURY TO FINISHED GRADE. C [T�"U� Lv E,S tL� �-�,y �� S � u►T �' 3) GASKETED PIPE WITH THRUST BLOCKS WILL BE REQUIRED FOR SEi?VIs•E A TRANSITION BEFORE THE TANK c� yy�� ` jA F ^ ' WILL BE TO SLIP GLUE. THERE SHALL BE NO THREADED FITTINGS UNLESS PRE - APPROVED BY T14E Cl Ty C C �� N G E (Lp m (� �L\ V E W A4 OF YELM PRIOR TO INSTALLATION. • Y'� AY � E � � 'T'o � E- "i'Q -A f � i L tZA'C�� 1� N T. N 4) USED O 0 RACT OT Y FOR R SUBMIT PSPECIFICATION SHEETS FOR ALL STEP SYSTEM APPURTFNANCES TO BE f R Q� �V r✓ M+�A� S • � E 1v � �A t•j c C , 4) ALL EXISTING SEPTIC TANKS AND DRAINFIELDS SHALL BE ABANDONED PER THURSTON COUNTY. � � � � N L E C D kv W A UTILITY CONFLICT NOTE CAUTION 714E CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE EXIS77NG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE " 'ACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR 10 CONS, RUC77ON BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCA VA 770N. C= 00 VERTICAL DATUM o THURSTON COUNTY NGVD 29 C) BM: 1252 ° CASED CONCRETE MONUMENT WITH BRASS U CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. J ELEV.• 347.21 , CONTOUR INTERVAL =2'� TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES m /STOP OF STEEP SLOPE , Lo Zi Ill 1 Z !,'11 •1ti I I � �,�� I 1 1•, Q l Q t II t ' 1 1/ !� ! l;i q rIB��F�R a r SCALE: 1"=30' a 0 15 30 60 ��YSLOPE mCT'D' r , 0 167.58' � �' t / '' /i� W� rr V w ! �L0 Q � W �t Z Q 0 0) 0 ti LEGEND -P--- PROPERTY LINE ---R fW-- R/W LINE - - - - EASEMENT LINE -- - ADDITIONAL 10' UTILITIES EASEMEN I PROPOSED SANITARY SEWER MANHOLE F'�1•- PROPOSED 2" STEP MAIN ® PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - EXISTING EDGE OF PAVEMENT 0 EXISTING STORM MANHOLE D ---D EXISTING STORM MAIN O EXISTING SANITARY SEWER MANHOLE -- EXISTING SANITARY SEWER MAIN L� 171 EXISTING CATCH BASIN {; EXISTING POWER POLE [-A EXISTING WATER GATE VALVE � I EXISTING FIRE HYDRANT i� - - -- - 01 EXISTING WATER MAIN ® PIPE NAME ' Q PROPOSED PIG PORT Q.. REVISION BLOCK NO. DATE Ir _ RIP710N BY 1 317116 PER CITY OF YELM COMMENTS GJM DATE 3-14-16 DRAWLNG NO. STP 8114BA SE SHEET 9 01`1_� Line Table Line # Length Direction L1 2.78 S9' 10' 36.87 "E L2 23.88 S9' 10' 36.87 "E L3 22.11 S22' 36' 42.85 "E L4 16.57 S21' 23' 41.57 "E L5 22.07 S28' 30' 44.33 "E L6 30.12 S35' 14' 05.12 "E L7 12.91 S35' 14' 05.12 "E L8 30.72 S33' 15' 45.51 "E L9 5.21 N33' 15' 45.51"W L10 5.05 S57' 39' 29.44 "E UTILITY CONFLICT NOTE: OPEN SPACE �. =x w 9 Ft`✓ - _ -.4&70 x k �'� 6 a 1x'000 90,0 i r u .1 r - !r (SF) 1145 4 :5 PVC STA: 0 +00 ROAD "A„ _ %/ t ' 'Vi_ /' , / ! 12 IN7X COATES RD. SE ':'r� i I OCi�I•' 10`l: .� j/ j % / 1' ' � ` Ji � v �.. '� .�F. �..,.�'- '34`7 �... �� ,. � ` .� �:� �. Ghat l j i'r'k 3 48 .J �/� / i(� I .ii' "- - _. , / '>5 vh i' / / / !,�� '1 / III 1111..' 1 , FM - - -- -- -� 10' UTII[(TY EA S6 L- MA - 69LF -2' PVC (SCH�10 IN •� I I ` E S 4.2M SEWER EASEMENT I tx / Q cJ 017 I 10 10C.0 J.JQ t11 �./ / 7 �� i / li � / -i. w >�Z1 -ff� tvMfl��lFy4 � 3 r _ - =1347- F, %.f It i ( 15000ii10i1 \ 101900002 . CONTRACTOR NOTE: m BUILDING CONTRACTOR TO PROVIDE INDIVIDUAL RESIDENTIAL EVERGREEN PRECAST 1,250 GAL. S.T.-E.P. TANK OR APPROVED EQUAL AND SIMPLEX PUMP SYSTEM ON EACH LOT TO SERVICE THE PROPOSED HOME PER CITY OF YELM S. T.E.P. SYSTEM AND VAULT DETAILS ON SHEETS SNO1 AND SN02 AND CITY OF YELM STANDARDS /REQUIREMENTS. GENERAL NOTES 1) SIDE SEWERS DO NOT GO INTO THE SIDES OF THE TANKS. 2) SERVICE LINES NEED TO BE A MIN. OF 24" DEPTH OF BURY TO FINISHED GRADE. 3) GASKETED PIPE WITH THRUST BLOCKS WILL BE REQUIRED FOR SERVICE. A TRANS177ON BEFORE nhlE TANK WILL BE TO SLIP GLUE. THERE SHALL BE NO THREADED FITTINGS UNLESS PRE - APPROVED BY 7}-IE CITY OF YELM PRIOR TO INSTALLATION. 4) THE CONTRACTOR SHALL SUBMIT SPECIFICATION SHEETS FOR ALL STEP SYSTEM APPURTENANCES TO BE USED TO THE CITY FOR REVIEW /APPROVAL. 4) ALL EXISTING SEPTIC TANKS AND DRAINFIELDS SHALL BE ABANDONED PER THURSTON COUNTY. CAUTION: 7HE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTIL17ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTIL171ES AND SURVEYING THE HORIZONTAL AND VER77CAL LOCATION PRIOR TO CONSTRUC710N. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCA71ONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA71ON OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIA710N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CALL BEFORE, YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTEC%N OF ALL EXIS77NG U7TLI71ES. 7HE CONTRACTOR ,SHALL VERIFY ALL U77LITY LOCATIONS PRIOR TO CONS77?UC77ON BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVA770N. TYLER TERRACE SW 114, NW 114, SEC.19, TWN.17 N., RNG. 2 E., W.M. THURSTON COUNTY, WASHINGTON S T.E P. SYSTEM PLAN 7 69310000700 Ali l^L JJ EASEMENT 3 4 5 APPROVED FOR CONSTRUCTION JOB NUMBER BY: DATE: 8714 Director of Public Works O �Q _II � APPROVAL F EXPIRES: o w r TOP OF STEEP SLOPE r I Q w 3 U LLJ W � 2 C� O U QO VERTICAL DATUM o THURSTON COUNTY NGVD 29 LO BM: 1252 0 CASED CONCRETE MONUMENT WITH BRASS U CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. • 347.21 cn W CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES m ir) U~ 5 =/ ct� ct�� Zi /J W z 0 SCALE: 1 " -30' 4 / I 0 15 30 60 r 1111. o i \ 4 V) Ld LO CL U � Qrn Z N r` 0 Q 0 O U ti LEGEND -- -R�(4! PROPERTY LINE F2fiV- R/W LINE - - - - EASEMENT LINE -- - ADDITIONAL 10' UTILITIES EASEMENT ® PROPOSED SANITARY SEWER MANHOLE --F1F- PROPOSED 2" STEP MAIN ® PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR 6--"- EXISTING CONTOUR - EXISTING EDGE OF PAVEMENT ® EXISTING STORM MANHOLE D --'- -D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE S- -S EXISTING SANITARY SEWER MAIN 13 EXISTING CATCH BASIN L� is EXISTING POWER POLE V [A EXISTING WATER GATE VALVE �+ _j EXISTING FIRE HYDRANT 11V---- - -141 EXISTING WATER MAIN ® PIPE NAME • CL PROPOSED PIG PORT LLJ REVISION BLOCK NO. DATE DESCRIPTION BY 1 317116 PER CITY OF YELM COMMENTS GJM vo � 1 °3 sl�w�= � J DATE 3 -14 -16 DRAWING NO. STP 81148ASE HEET a OF Js STEP STUB VALVE BOX LOCATION TABLE Lori/ RIM STA77ON LID TYPE 1 348.51 0 +43.35; 21.54RT PLASTIC CAP 2 347.42 1 +29.50; 21.54RT PLASTIC CAP 3 347.37 1 +34.50;21.54RT PLASTIC CAP 4 346.46 2 +13.50; 21.54RT PLASTIC CAP 5 346.41 2 +18.50; 21.54RT PLASTIC CAP 6 345.51 2 +9750; 21.54RT PLASTIC CAP 7 345.45 3 +02.50; 21.54RT PLASTIC CAP 8 345.50 3 +5215; 21.54RT PLASTIC CAP 9 346.52 4 +21,55;11AH; 63.86RT PLASTIC CAP 10 345.93 4 +21.55; 42.74'AH;19.5RT PLASTIC CAP 11 345.93 4 +21.55; 41.76AH; 14.5RT ' PLAS77C CAP Parcel Line Table 7 YL ER TERRA CE Line # Length Direction SW 114, NW 114, SEC.19, TWN.17 N., RNG, 2 Ey W m. L1 2.78 S9' 10' 316.871E THURSTON COUNTY. WASHINGTON L2 23.88 S9' 10' 3to-,87 "E L3 22.11 S22' 36' 412.85 "E L4 16.57 S21' 23' 411.57 "E L5 22.07 S28' 30' 44.33 "E L6 30.12 S35' 14' 05.12 "E ' " *coNTRacroR TO FIELD anJusr �M L7 1 2. 91 S35 I'+ 45.12 E aiws L8 30.72 S33' 15' 4x5.51 "E - x L9 5.21 N33' 15' 4.5.51 "W 3 L10 5.05 S57' 39' 29.44 "E Cc ti W � L11 22.00 S49' 30' 12.24 "E w x\ �.2 419LFN2" PVC (SCN40) STEP ANN c; e�3lc000�oo %� 5931110`0000 \ \ STA:0 +00 ROAD "A = L IN TX COA TES RD. SE ' , v' �� \ N40'2947 "E 529.72' �. 1 345- - 347 ..L _' "-' ..r "� - - _ 6' NDSG�Api- --346.._ 345- -- / Zil mft \` 7,5 PARKING \ CB #,3 '- _ k' ? ; •err i ,/ ; , i i O , ' j \ \ - - - - - -, . iQ � - ,ROAD "A' 5,5 ''�Y l +\ ,, -\�- \ 3 +00 -- -,` -- - - ;� 49(x_ a QQ , , STA: 0+39. I �- - _ - _I FOP j, !,•.; t ANGL OJNT i j n / N4 2948 "E 421.551 / ; h ' 1 A/ !. � i , STA: 0 +7.07 t:y.. �� i. / 7.5 PARKING � / C,�?.Mr. , -r A(VGLE POJNT y � <.;: .� ' :..�•l x1;::;11 LAND E' �� •v'• +� "..: \ \_`:._� •,1' 'l STA. 0 +32.07, 10.92 RT ROAD A , { ,i % , \ � DEWAL I STA: 0 +00.00 SAN RUN A" , w - - -- - --+ - _ - - -- - - -- jj - - SAN RUN A SEE, I r - - -- PROFILE THIS SHEET COMMON UTILITIES \ EASEMENT(TYk.) i { i i SEWER EASEMENT I I I I �.i•,. I I�� I I I I ,. >� � X .�. I I � I I I I I \ Ire �, ,,� �� ,1 y� A��'F, �wl�' y ~ I t ! 2 I I' 3 I I 4 I I 5 L I 6 I I I MPI \ 6901-20 ( ) s7EP MAIN ( I I 8 I IN I+ I {, I I I I I I I I I I I I I ( -- Un. 1 '1 / -{ t ._. ~. Sr_'J /,_F. ,l I/ � I %, r,:• ::..544 ..4 �'j!,i,iji , ,�, / lid _ - _J- _ L_ I I : - - i Iir1� ��'. /, i,kc -.� -- X347_ - =- _ - -- - ��_36• - - - - - -- - -345 - , N40 29'48 "E 659.18' , ----'� i r X� A _ 10, MIN. I �: I `� SETBACKS 3 m m 3 !0 i GOr ,.7100 701 ;iGuC1G. %:i0 701 90000300 0190000400 70190000500 �?OAD" A n v� v� w FLAN VIEW HORIZONTAL SCALE: 1 =30 ,360 __. �.. _ _ _ _. _ __ _ .- ___ __ _- _._- - --- .__._. -- -- _ -- -- _ .___...__ . ___ . __ ---- .-- .- -__ -_- - ..- - _. _ __ - -_ __ _ _ -- _ -- - _.._ - - - -- -__- _ _..._. __ ., _ .. _- _..._... - ____ -- � 1 � II v, v ! LOW PT ELEV: 344. 2 1 i l Q o II ; PVI TA: 3 +69.59 o J j f PVI ELEV: 344.66 ` 4 i K: 19.39 II LVC: 50.00Ik ma � I I O) to O N 1 q + X k I tC) to O 4 U to i a V) c� i PROPOSED i j M z ui o U: I i I i j �o Q `t w I 'N I - - -- -- - - -- - - - -- -.. __ _ _ . _ -- - - - .. Z M + Nt GRADE 0, CIL i w U 350 �' " - -- -- - - I i> W Q�WCi`� i I ` .; i i i j i i � w�• -i�W �Ui f 8 WATER -. CROSSING I APPROX. EX. 10" 1.44% WATER CROSSING j CROSSING ,� 57MIN.) - j 12" S70RM, _ I (N ! EX. GRADE �i CROSSING ' I CIL 340 ____ -- ,_ 3' i i O { � 419LPN2" PVC (Sgi40) STEP MAIN nr�fl t t--v N IE r STA 4+x,3247; 29 3L , RIM-34A.50 i 5 E R 1 E t� v iE Q. i { w/THR Isr BLOCK------T , I 3301 O� t7� O� �� I�� X00 O� .- -� `-^ �� d = NM ��p �Of cpN 0) 00 0) dam•' dam- dam- � U) ^ �t U-) �Q ��). ti) d �(j d 00 d 0) u7 M u7 Go lfj N M M M r7M M r�jM MM M r M nM �M M M 't M MM 0 +00 0 +30 0 +60 0 +90 1+20 1+50 1+80 2 +10 2-x-40 2 +70 3 +00 3 +30 3 +60 3 +90 4 +20 4 +50 4 +80 ROADN A f PROFILE �/IEW HORIZONTAL SCALE; 1 " =30' VERTICAL SCALE: 1"=5' - UTILITY CONFLICT NOTE. CAUTION CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXIS77NG UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI77ES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA71ON AND PROTECTIOf4 OF ALL EXISTING THE EXISTING U71LI71ES AT LOCA77ONS OF NEW U71LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SMALL VERIFY ALL U77LJTY EXIST: LOCA77ON OF SAID U71LI71ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA71ON LOCA77ONS PRIOR TO CONSTRL#C77ON BY CALLING THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 ENGINEER TO RES "''.'E ALL PROBLEMS PRIOR TO PROCEEDING WITH CONS7RUC7ION. HOURS PRIOR TO ANY EXCAVATION. ACCESS EASEMENT 340 1-4V" REDUCER LE--3"24 WjIHURST 8L0CK 330 ` CV) 0i M 0 +00 0 +30 0 +60 SAN RUN 'vA PROFILE VIEW HORIZONTAL SCALE: 1 " =30' VERTICAL SCALE: 1 " =5' OF STEEP SLOPE TRACT 'D' ` -EX.4" S. T.E.P. SEWER 1 2 STUB APPROVED FOR CONSTRUCTION SOB NUMBER 8114 BY: DATE: Director of Public Works O 'w n �LO APPROVAL EXPIRES: O NO. DATE DESCRIPTION Q 1 317116 PER CITY OF YELM COMMENTS GJM N � !}X. GRADE CIL PIPE ' 00 Y O + M + PROPOSED GRADE 0 0 0 CIL PIPE 350 6& F-r 4VC (SCM40) STS MAIM 340 1-4V" REDUCER LE--3"24 WjIHURST 8L0CK 330 ` CV) 0i M 0 +00 0 +30 0 +60 SAN RUN 'vA PROFILE VIEW HORIZONTAL SCALE: 1 " =30' VERTICAL SCALE: 1 " =5' OF STEEP SLOPE TRACT 'D' ` -EX.4" S. T.E.P. SEWER 1 2 STUB APPROVED FOR CONSTRUCTION SOB NUMBER 8114 BY: DATE: Director of Public Works O 'w n �LO APPROVAL EXPIRES: O CONSTRUCTION N O TES OCONTRACTOR TO CONNECT TO EXISTING 4" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM STANDARDS . O CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. i OCONTRACTOR TO INSTALL TYPICAL END OF LINE CLEANOUT AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL (7 -20) ON SHEET SNO1. 4- O4 CONTRACTOR TO INSTALL TYPICAL SINGLE S. T.E.P. SERVICE CONNEC7ON AS O SHOWN AND PER Pr-TAIL ON SHEET SNO1. OCONTRACTOR TO INSTALL TYPICAL DOUBLE S.T.E.P. SERVICE CONNECTION AS SHOWN AND PER DETAIL ON SHEET SNO1. Old r'v GQ C. w �._;) 0c O ,c° REVISION BLOCK NO. DATE DESCRIPTION Z 1 317116 PER CITY OF YELM COMMENTS GJM � Q Y Q Q U 4000�x SCALE: 1 " =30' co ca 0 0 15 30 60 i 0 O� w LN VERTICAL DATUM THURSTON COUNTY Q -� o NGVD 29 ca w I--• w BM: 1252 Q o CASED CONCRETE MONUMENT WITH BRASS cr C CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ~ ELEV. • 347.21 CONTOUR INTERVAL =2 ' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES n LEGEND -- Pfd- -- PROPERTY LINE --R7 R/W LINE -- - - - - EASEMENT LINE - -- ADDITIONAL 10' UTILITIES EASEMENT 8� PROPOSED SANITARY SEWER MANHOLE - `-- F�l ---- PROPOSED 2" STEP MAIN ® PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER ---456---- PROPOSED CONTOUR �r- rl -- 456 - - -- EXISTING CONTOUR W -- EXIS77NG EDGE OF PAVEMENT QD EXISTING STORM MANHOLE W D- D EXISTING STORM MAIN Z 4 ( EXISTING SANITARY SEWER MANHOLE 1 Nt S - - - -5 EXISTING SANITARY SEWER MAIN El EXISTING CATCH BASIN Ad U Q a -�� EXISTING POWER POLE D 1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT 0 : ^f - -- --- - - - -lr EXISTING WATER MAIN E¢- ® PIPE NAME ® PROPOSED PIG PORT CONSTRUCTION N O TES OCONTRACTOR TO CONNECT TO EXISTING 4" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM STANDARDS . O CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. i OCONTRACTOR TO INSTALL TYPICAL END OF LINE CLEANOUT AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL (7 -20) ON SHEET SNO1. 4- O4 CONTRACTOR TO INSTALL TYPICAL SINGLE S. T.E.P. SERVICE CONNEC7ON AS O SHOWN AND PER Pr-TAIL ON SHEET SNO1. OCONTRACTOR TO INSTALL TYPICAL DOUBLE S.T.E.P. SERVICE CONNECTION AS SHOWN AND PER DETAIL ON SHEET SNO1. Old r'v GQ C. w �._;) 0c O ,c° REVISION BLOCK NO. DATE DESCRIPTION BY 1 317116 PER CITY OF YELM COMMENTS GJM i 038 A f ' DATE x: v 3 -14 -16 DRAWING N dw 0. �� IS r SI 1311413ASE HEETJQ OF 1r2 STEP STUB VALVE BOX LOCA77ON TABLE LOT# RIM STA 71ON LID TYPE 1 348.51 0+43.35;21.54RT PLAS77C CAP 2 7.42 1+29.50,21.54RT PLAS77C CAP 3 34Z37 1+34.50,21.54RT PLASTIC CAP 4 346.45 2+13.50;21.54RT PLAS77C CAP 5 .346.41 2+18.50,21.54RT PLASTIC CAP' 6 1_345.45 345.51 2+97,50,21,54RT PLAS77C CAP' 7 35 3+02.50,21.54RT PLASTIC CAP' 8 345.50 3+52.15;21.54RT PLASTIC CAP 9 --,--S46.52 C) 1 4+21.55; 1 1AH, 63.86'RT PLAS77C CAP 10 345.93 4+21.55; 42.74AH, 19.5RT PLAS77C CAP 11 345.93 4+21.55;41.76AH, 14.5RT, -PLASTIC CAP Parcel Line Tat)le 7 YL ER TERRA CE Line # Length Direction SW 114, NW 114, SEC.19, TWN.17 N Ll 2.78 S9* 10' 36.87"E RNG. 2 Ey wm. THURSTON ("o"(.01"I'UNTY. WASHINGTON L2 23.88 S9* 1 y *CONIRACTOR TO RELD ADJUST MM L7 12-91 S35* 14' 05.12"E ELEV Is . ...... L8 30-72 S33' 15' 45.51 "E L9 5.21 N33* 15' 45.51"W L10 5.05 S57* 39' 29.44"E ck� i Y C3 121 Ct Lu �0- L11 22.00 S49' 30' :3 Z) 1-z- I 12.24"E 71t8� 70 61 j -i�j 419LF-2* PVC (SCH40) S7EP "N d 8 p C-9310000800 STA:0+00 ROAD "A" Xj, V, 69,31 00000 L Z 00 q IN TX COA TES RD. TE-N 693 7700 N40*29'47"E 529.72' D "I 34b=0 1A 4 4- 34 -345- C !?0/ 1 7,5^P\ARKING T(1 CB 7T /,,R1 110 M ON.\ LINE\AN WN T \ROAD 'A"' EVt345.45 ji , i N + Qu, h 1 S IA: 0+.59.�r4 50 3� -A-NGLC-iqOINT_. > 1 3+00 STA: 32. 29, p- rw FM \pm V) N46�2948"E 421.55* 7.07 -7.5' PARKING K A: 0+ F� 2 -A:f LAND.ItWEX9 STA:0+32.07,10.92'RT ROAD :4 'A '551DEWALK.:, - ;4 Oi RkT STA: 0+00.00 SAN RUN "A" 1-4 X C. D.S. 1ELEV,=34p.77 .6 - - - - - - - - - - 4 SAN RUN *A* SEE --- r i r PROFXE THIS &MET \<5y vr Tlio 1 1 1 1 1 1 - - I 1 -10' COMMON V + I U77LITIES EASEMENT(TYk) I 7 SEWER EASEMENT AQ11A 6 7\ mfi 2 4 5 "P (SfHA 0) s7EP 69F-20 M* 9 8 u/ Y E3§51 CO,�J5 -- - -P. STUB -344.24 L 0#21 j! rx -J L-- -J L - - - - 1", 6 0# -1- -0 �-54-1/zz -�A .7 4 6- - - - - - - ---- - - - - -3454 N46-2,q480E Ln L 1 659. W- L 10, MIN. SETBACK rn co 19 C 0 0 (1) �50 7019000,0300 70190000400 1 1 1 11 /v or 701,90000500 PEDESTRIAN ROADff A v ACCESS PLAN VIEW EASEMENT --fZONI-AL SCALE. 1---37 3 6 0 C6 1 LOW PT ELEV: 3z[4.�2 PVl STA: 3+69.591 Or 00 LQ C) PVl ELEV: 344.66 Q CL K: 19.39 -- ----- .50.00 -------- -- Tlcr + LO 0) 04 0 (f) L0 0) Lr) 0 -t Li caj + + PROPOSED Ito Z to I r1r) 0 Lj GRADE 0 CIL . ..... . L;j -------- --- ------ 't U.J (6 350 ---- -- - + + �j- IN 1AJ 1> uj V) (ji 8 WATER 14% CROSSI APPROX. EX. 10" 1.44% WA TER CROSSING7'-,� 12 S TORM ------ - -- CROSSING I 5'(MIN.) 12" STORM EX. GRADE 0 CRO SSING CIL ..... .. .............. C1111 340 41KF-r PVC (SCH40) SIEP MAW STA.-4+,3Z47,29.3LT` RIM-34450 -T- W/7HRqST BLOCK 330 Cq 0 00 0� Ir- 00 co LO v- 00 U-) co C4 14- 06 LO 00 Ln 0) w . 0 . . Go . Cq t6 't i LO U) 1r) L. ..... ... 0+00 0+30 0+60 0+90 1+20 1+b0 1+80 2+10 24-40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 ROAD" A PROFILE VIEW HORIZONTAL SCALE.77-30' VERTICAL SCALE. 1"=5' UVOY CONFICT NOTE. CAUTION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXIS77NG UTIL177ES CAU BEFORE roU DIC; WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FOLLY RESPONSIBLE FOR LOCA77ON PRIOR To CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA71ON AND PROTEC71ON OF ALL EXIS77NG THE EXIS77NG U77LI71ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY EXIST. LOCA77ON OF SAID U77LITlES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA71ON LOCA77ONS PRIOR TO CONSTRU(-,77ON BY CALLING THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING MTH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVA)70N. 3 6 0 6 PROPOSED SANITARY SEWER MANHOLE .. ..... -30.0/ L BY L3 22.11 S22* 36" 42.85"E L4 16.57 S21 * 23" 41.57"E L5 22-07 S28* 30' 44.33"E L6 30-12 S35* 14' 05.12"E 01 *CONIRACTOR TO RELD ADJUST MM L7 12-91 S35* 14' 05.12"E ELEV Is . ...... L8 30-72 S33' 15' 45.51 "E L9 5.21 N33* 15' 45.51"W L10 5.05 S57* 39' 29.44"E ck� i Y C3 121 Ct Lu �0- L11 22.00 S49' 30' :3 Z) 1-z- I 12.24"E 71t8� 70 61 j -i�j 419LF-2* PVC (SCH40) S7EP "N d 8 p C-9310000800 STA:0+00 ROAD "A" Xj, V, 69,31 00000 L Z 00 q IN TX COA TES RD. TE-N 693 7700 N40*29'47"E 529.72' D "I 34b=0 1A 4 4- 34 -345- C !?0/ 1 7,5^P\ARKING T(1 CB 7T /,,R1 110 M ON.\ LINE\AN WN T \ROAD 'A"' EVt345.45 ji , i N + Qu, h 1 S IA: 0+.59.�r4 50 3� -A-NGLC-iqOINT_. > 1 3+00 STA: 32. 29, p- rw FM \pm V) N46�2948"E 421.55* 7.07 -7.5' PARKING K A: 0+ F� 2 -A:f LAND.ItWEX9 STA:0+32.07,10.92'RT ROAD :4 'A '551DEWALK.:, - ;4 Oi RkT STA: 0+00.00 SAN RUN "A" 1-4 X C. D.S. 1ELEV,=34p.77 .6 - - - - - - - - - - 4 SAN RUN *A* SEE --- r i r PROFXE THIS &MET \<5y vr Tlio 1 1 1 1 1 1 - - I 1 -10' COMMON V + I U77LITIES EASEMENT(TYk) I 7 SEWER EASEMENT AQ11A 6 7\ mfi 2 4 5 "P (SfHA 0) s7EP 69F-20 M* 9 8 u/ Y E3§51 CO,�J5 -- - -P. STUB -344.24 L 0#21 j! rx -J L-- -J L - - - - 1", 6 0# -1- -0 �-54-1/zz -�A .7 4 6- - - - - - - ---- - - - - -3454 N46-2,q480E Ln L 1 659. W- L 10, MIN. SETBACK rn co 19 C 0 0 (1) �50 7019000,0300 70190000400 1 1 1 11 /v or 701,90000500 PEDESTRIAN ROADff A v ACCESS PLAN VIEW EASEMENT --fZONI-AL SCALE. 1---37 3 6 0 C6 1 LOW PT ELEV: 3z[4.�2 PVl STA: 3+69.591 Or 00 LQ C) PVl ELEV: 344.66 Q CL K: 19.39 -- ----- .50.00 -------- -- Tlcr + LO 0) 04 0 (f) L0 0) Lr) 0 -t Li caj + + PROPOSED Ito Z to I r1r) 0 Lj GRADE 0 CIL . ..... . L;j -------- --- ------ 't U.J (6 350 ---- -- - + + �j- IN 1AJ 1> uj V) (ji 8 WATER 14% CROSSI APPROX. EX. 10" 1.44% WA TER CROSSING7'-,� 12 S TORM ------ - -- CROSSING I 5'(MIN.) 12" STORM EX. GRADE 0 CRO SSING CIL ..... .. .............. C1111 340 41KF-r PVC (SCH40) SIEP MAW STA.-4+,3Z47,29.3LT` RIM-34450 -T- W/7HRqST BLOCK 330 Cq 0 00 0� Ir- 00 co LO v- 00 U-) co C4 14- 06 LO 00 Ln 0) w . 0 . . Go . Cq t6 't i LO U) 1r) L. ..... ... 0+00 0+30 0+60 0+90 1+20 1+b0 1+80 2+10 24-40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 ROAD" A PROFILE VIEW HORIZONTAL SCALE.77-30' VERTICAL SCALE. 1"=5' UVOY CONFICT NOTE. CAUTION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXIS77NG UTIL177ES CAU BEFORE roU DIC; WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FOLLY RESPONSIBLE FOR LOCA77ON PRIOR To CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA71ON AND PROTEC71ON OF ALL EXIS77NG THE EXIS77NG U77LI71ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY EXIST. LOCA77ON OF SAID U77LITlES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA71ON LOCA77ONS PRIOR TO CONSTRU(-,77ON BY CALLING THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING MTH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVA)70N. 3 6 0 6 PROPOSED SANITARY SEWER MANHOLE .. ..... DESCRIP 77ON BY 1 317116 FAI PROPOSED 2" STEP MAIN Gim Z 7RACT `D' PROPOSED 2" STEP SERVICE VALVE N 01 LQ qX. GRADE 0 C> cj� (IL PIPE + + PROPOqED GRADE ---456---- PROPOSED CONTOUR @ CIL PIPE 35 ------- 6AF-r f W (-WH40) SUP MAW-\ 340 i-,$*n* RMCER LE-344,24 W/v"ST BLOW 330 1 -- ---- --I- 7 0) v 0) 14. q- 0+00 0+30 0+60 SAN RUN Av - PROFILE VIEW HORIZONTAL SCALE. 1--30' VERTICAL SCALE. 1"=5' OF STEEP SLOPE APPROVED FOR CONSTRUCTION JOB NUMBER 8114 BY: ATE: Director of Nblic Works n LO APPROVAL C� EXPIRES: e,, REWSION BLOCK 6 PROPOSED SANITARY SEWER MANHOLE DATE DESCRIP 77ON BY 1 317116 FAI PROPOSED 2" STEP MAIN Gim 7RACT `D' PROPOSED 2" STEP SERVICE VALVE LQ cj� Lu z C-) ---456---- PROPOSED CONTOUR SCALE. 1 "=30' CO (0 00 15 30 60 Lj C) 1 EXISTING EDGE OF PAVEMENT N Q) EXISTING STORM MANHOLE EXISTING STORM MAIN VERTICAL DATUM Lo 04 THURSTON COUNTY Q N L NGVD 29 co 113M: 1252 Lu W. EXISTING SANITARY SEWER MAIN CASED CONCRETE MONUMENT WITH BRASS CAP @ INTERSECTION OF YELM AVE, & TAHOMA BL VD. Q� ELEV. 347.21 �w - �w CONTOUR INTERVAL=2' z EXISTING WATER GATE VALVE TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES EXISTING FIRE HYDRANT m LEGEND EXISTING WATER MAIN ,;�4 PROPER Y LINE R71-W R1W` LINE z (3 EASEMENT LINE CL ADDITIONAL 10' UTILIT/ES EASEMENT QL CON,.-)TRUCPON NOTES REWSION BLOCK 6 PROPOSED SANITARY SEWER MANHOLE DATE DESCRIP 77ON BY 1 317116 FAI PROPOSED 2" STEP MAIN Gim 7RACT `D' PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK ---456---- PROPOSED CONTOUR -456---- EXISTING CONTOUR Lj EXISTING EDGE OF PAVEMENT V) EXISTING STORM MANHOLE EXISTING STORM MAIN Lo 04 L EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN El EXISTING CATCH BASIN EXISTING POWER POLE EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT m EXISTING WATER MAIN 0 PIPE NAME 0 PROPOSED PIG PORT CON,.-)TRUCPON NOTES rj� CONTRACTOR TO CONNECT TO EXISTING 4" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM STANDARDS . CONTRACTOR TO FIELO VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO INSTALL TYPICAL END OF LINE CLEANOUT AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL (7-20) ON SHEET SNO1. U� CONTRACTOR TO INSTALL TYPICAL SINGLE ST.E.P. SERVICE CONNECTION AS (3 SHOWN AND PER DETAIL ON SHEET SN01, \�EX.4" I-x\ CONTRACTOR TO INS7ALL TYPICAL DOUBLE S.T.E.P. SERVICE CONNECTION AS SHOWN AND PER DETAIL ON SHEET SNO1. S.T.E.P, SEWER(DQ STUB 0.4 REWSION BLOCK NO. DATE DESCRIP 77ON BY 1 317116 PER CITY OF YELM COMMENTS Gim OV A DA TE 3-14-16 DRA MNG NO. R1Al I A-Q A Cr- TjQ OFIf GENERAL SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICA77ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOTIAPWA). 2. ALL APPROVALS AND PERMITS REQUIRED By THE CITY OF yELM` SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY THE CONTRACTOR SHALL N07IFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEE77NG SHALL BE HELD WITH THE CITY OF YELM PRIOR To THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE N077FIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNEC77ON TO AN EXIS77NG MAIN. A CITY REPRESENTA77VE SHALL BE PRESENT AT THE 71ME OF THE TAP. 6. THE CONTRAC TOR SHALL BE FULLY RESPONSIBLE FOR THE LOCA77ON AND PROTEC77ON OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U77LITY LOCA71ONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. Z SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SOR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CON77NUOUS TRACER TAPE, INSTALLED 12- TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" KHIGH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDII7ON,STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE UF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND 77ED OFF AT VALVE BODY TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CON71NUOUS TRACER TAPE INSTALLED 121ABOVE THE BURIED POWER. THE MARKER SHALL BE PLAS77C NON-BIODEGRADABLE� METAL CORE BACKING MARKED 'POWER' TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COAIFAC71ON OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICA77ON (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION Or 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX, CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN By THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXIS77NG AND PROPOSED STORM DRAINAGE FACIL177ES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUC77ON SITE AT ALL TIMES. 15. ANY CHANGES TO 7HE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTA71CALLY TESTED IN CONFORMANCE WTH THE ABOVE-REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGEDICLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKF7LL 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 ANDIOR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REM07E POST, UNLESS OTHERWISE AUTHORIZED BY 774E CITY OF YELM, 19, IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF- SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031-0 RAM77TE SINGLE GANG WEATHERPROOF COVER 1.406- DIAMETER. 20. INSPEC71ONS FOR ONSITE STEP INSTALLA77ONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR To THE INSPECTION. ITEMS NEEDING INSPEC71ON ARE. A) TAW INSTALLATION, IE, BEDDING AND LOCATION 8) TAW INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE-PRESSURE TEST E) FINAL INSPEC71ON 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POKER METER MUST BE PRESSURE TREATED. SEE SEWER SPEC, ADDENDUM #1. INSPECTION GUIDE FOR S.T.E.P. SEWER INSTALATION A BASIC SKETCH OF THE PROPOSED INSTALLA77ON MUST BE SUBMITTED TO THE PUBLIC WORKS OFFICE PRIOR TO ISSUANCE OF PERMIT. THE CITY OS YELM SEWER DEPARTMENT WILL PERFORM THE FOLLOWING REQUIRED INSPECTIONS. 1) TANK PLACEMENT (SEE TECH. SPEC. FOR REQ.) 2) LEAK TEST TANK (2 HOURS, NO LOSS) 3) PRESSURE TEST SERVICE LINE. (70 P.S.I. WATER FOR I MINUTE) 4) ALL PIPE BEFORE &ACKF)LL. (SEE BEDDING AND TONING WIRE REG.) 5) A FINAL INSPEC17ON IS REQUIRED AFTER ALL WORK (INCLUDING ELECTRICAL) HAS BEEN COMPLETED. A RECORD DRAWING IS REQUIRED BEFORE SYSTEM CAN BE EXCEPTED. WE TRY TO COMBINE THESE 5 INSPEC77ONS INTO 3 TRIPS TO THE S17E IF POSSIBLE. 48 HOURS N077CE IS REQUIRED FOR INSPECTION. WE 00 HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION CALL: 458-8411 IF NO ANSWER LEAVE A DETAILED MESSAGE. Sewer Spec addendum I. All STEP Tanks installed larger flutiv. 3000 gallonsshall be fibergla.%s t.u&i. mfg. by either Containment Solutions Inc. or.\crxes Inc, 2. All fiberglass STEP Tanks Sliall be installed by qualified installers-, following the nil'6. directions and shall be secured with Tie-Down straps with"Dead Men" 1� Sizing and materials for Dead Men and strapping shall be per the mfg. recommendations. 3. Buildbigs.served by STEP Sewer, utilizing oil site 1)ack-up'� generators for power outagas must have electrical service installed in such a manner that The STEP systeni will also be. supplied power by live auxiliary Clenerator. 4. The Pump Control Panels for all STEP tanks housing 2 or more pumps shall be fittL-dwitliatraiisfer.-,witcliiiiodat DT3231IRK asnifgbyCialerHanuner and a wale plug, model 70530 MBWP its mfg by Bryan( for tise with the Cities portable auxiliary generator. 5. All STEP tanks less than 3000 gallon shall have one 4" hole in the divider baffle centered at 20" above the floor of the tank. STEP Tanks sized at 3000 gallon shall have one hole in the divider baffle centered at 26" above the floor of the tank- 0. All 4Trafric Bearing� Service Boxes shall be a niodel MSBC 1324-12 Infg. by Mid States Plastics BC Series. 7. All posts used to support Pump Control Panels must be Hot Dipped Galvarviled Unistrut. 8. All �AiT Release, Vacuum. Release and Combination Air Release/Vactitim. Release valves shall be a model D-021 Combination Air Valve "MINI SAAR" sized according to the rnf�q. recoinniendation per pipe size. 9. Minimum STE P Tank size shall be 1000 Gallons 10. All STEP tanks housing more than I pump Must utilize 2" piping for the Service l"ine. 11. The maxiniurn depth of bury for all STEP Tanks shall be 60"as measured from finislied grade to the invert elevation of the illiet pipe to the tailk. SPLICE TO EXISTING 14 GAUGE TONING FINISH WRE GRADE-" 00 STEP TANK- - CONNECT TO EXISTING PVC SERVICE LINE 1" KBI BALL VALVE, SL x St,_ 1" CHECK VALVE 7 YL ER TERRA CE SW 114 NW 114, SEC. 19 TWN.17 N 71 1% 1 RNG. 2 Ey WM. THURSTON COUNTY WASHINGTON y SERVICE BOX - CARSON INDUSTRIES MODEL NO. 1419B NTH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER* (USE IN NON-TRAFFIC AREAS) 14 CA UF HEAVY INSULATED RE "'I' 'jr rr '�PPER TONING fALL TONING "RE SPLICES SHALL 13E CON14ECTED By USING 1). B.Y. KITS M ANUFACTURCO By 3M STEP MAIN 1" SCHEDULE 40 PVC SWWP PVC SWING CHECK VALVE SL x SL 1" KBI BALL VALVE. SL x SL I* PVC NIPP x SL I* X MAIN DIA. PVC REDUCING TEE SL x SL x TH OR PIPE SADDLE W P W T.HW" INSTALLATIOLt NQTES: CITY OF YELM ALL SERVICE LINE CARSON BOXES SHALL BE DEPT. OF PUBLIC WORKS LOCATED 4' FROM EDGE OF (CURB TO CENTER 1. OF CARSON BOX IN PLANTER: STRIP ON BOTH SIDES OF ROADWAY. TYPICAL 1 GANG CARSON BOXES SHALL BE LOCATED 3' SERVICE CONNECTION APART TO CENTER OF BOXE� 2. APPROVED DWG. NO. BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 7-1 3. PUBLIC WORKS DIRECTOR DATE DES, DWN.j CKD. ___ffA_TE JY ]_7JEG TP T 4/2007 IF W Z SIDEWALK EXTEND SERVICE LINE 2' BEYOND BACK OF SIDEWALK TYPICAL TONING WIRE SERVICE VAVLE BOX (2) 1" K�j SWING CHECP< VALVE 1" K131 SALC VALVE CONNECTION MADE NTH HEAT SHRINK BUTT CONNECTORS xl"xl"TEE OR DBY UNDERGROUND SPLICE KITS TEE I BUSHINGS IMLffY CONFUCT NOTE: CAUMN. PURSUANT TO RCW 58.24.040 (8) AND WAC 332-120, BEFORE REMOVING OR DESTROYING ANY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXIS77NG UTIL177ES CALL BEFORE DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE U77LI77ES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FUkLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWNG U77LITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA77ON AND PROTECTION OF ALL EXIS77NG PROPERTY; A CONTROLLING POINT FOR A PLAT, OR THE EXISTING UTIL171ES AT LOCATIONS OF NEW U71LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY A POINT WHICH IS A GENERAL LAND OFFICE EXIST. LOCA77ON OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA71ON LOCA77ONS PRIOR TO CONSTRUC-77ON BY CALLING THE SURVEY CORNER, THE APPLICA77ON REQUIRED BY AND ARE SUBJECT TO VARIA710N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND ENGINEER TO RESOLVE ALL PROBLEMS PRIOR To PROCEEDING WiTH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVATION. SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER, TABLE FOR FEEDER WIRE RUN WIRE SIZE CURB #12 AWC COPPER 2" SERVICE LINE #10 AWG COPPER 2* KSI SWING INSTALL TEE OR TAPPING 8" (T-yP.) CHECK VALVE SADDLE (ROMAC) OR EOUAL BOLD 18PT. AS APPROVED By THE CITY LETTERING 2' KBI OF YELM SURFACE BALL VALVE TONING WIRE AMAIN 01- S.T.E.P, SEE PLZFO:R::S1:Z�E CITY OF YELM DEPT, OF PUBLIC WORKS PADLOCK WITH COMMON KEY TYPICAL DOUBLE FURNISHED BY THE CITY SERVICE CONNECTION OF YELM APPR 0 DWG. NO, LIGHT AND SILENCE BUTTON PUBLIC WORKS DIRECTOR D;�T_E 7-2 COMPACT TO 959 UWN. CKD, AT_ VC. 8-#12 G TP 7 JE n�� 4/2007 TO STEP TANK - SIMPLEX IMLffY CONFUCT NOTE: CAUMN. PURSUANT TO RCW 58.24.040 (8) AND WAC 332-120, BEFORE REMOVING OR DESTROYING ANY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXIS77NG UTIL177ES CALL BEFORE DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE U77LI77ES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FUkLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWNG U77LITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA77ON AND PROTECTION OF ALL EXIS77NG PROPERTY; A CONTROLLING POINT FOR A PLAT, OR THE EXISTING UTIL171ES AT LOCATIONS OF NEW U71LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY A POINT WHICH IS A GENERAL LAND OFFICE EXIST. LOCA77ON OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA71ON LOCA77ONS PRIOR TO CONSTRUC-77ON BY CALLING THE SURVEY CORNER, THE APPLICA77ON REQUIRED BY AND ARE SUBJECT TO VARIA710N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND ENGINEER TO RESOLVE ALL PROBLEMS PRIOR To PROCEEDING WiTH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVATION. SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER, TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWC COPPER 150 FEET #10 AWG COPPER 250 FEET 8" (T-yP.) TO SILENI:CEE ALA;RM #8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). NOTE: %,w MA L r- U IVI r- PANEL SIZE MAY VARY DEPENDING ON MANUFACURER CONTROL PANEL APPROVM-,,,> DWG. NO. \. V-,-% r, PUBLIC WORKS DIRECTOR DATE 7-6 DWN. CKD. DATE -] -------- JEG TP .4/20017 EDGE OF-\ 2' WATER TIGHT HOUSE CAP -TYPICAL IN PROTECTED AREAS NON-PROTECTED AREAS (LAWNS, ETC.) 2'-0* TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE // GROUND J EXISTING GROUND 14 GA ' COPPER TONING WIRE STANDPPE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER PVC C.O. LINE (TYP) (3034) DOUBLE 2% SLOPE TO TANK SWEEPING TEE FROM HOUSE FERNCO COUPLING OR APPROVED EQUAL FERNCO COUPLING OR APPROVED EQUAL TOP OFSTEP TANK INLET BAFFLE APPROVED -.FOR CONSTRUCTION 4B NUMRER 8114 BY: DATE: Director of Public Works APPROVAL EXPIRES: - B. . - 2'-0' p\/C PIPE WITH THREADED 6" PVC PIPE ASTM D 3034 2"o-m' BEND CONCRETE BLOCK SCH 40 PVC PIPE FROM-J VALVE W/SOLVENT WELb JOINTS. PIPE TO BE SAME SIZE SEWER MAIN CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION PP DWG. NO- PUBLIC WORKS DIRECTOR 6-A-TE 7-7 DES. OWN, CLKU T,7tTA-TE_ JY JEG P 4/20C)�71 DECAL - SEE THICKNESS SPEOFICA71ONS TABLE ABOVE SEE RESTORATION TABLE -7 TYPE 317116 8" (T-yP.) TO SILENI:CEE ALA;RM BOLD 18PT. , r PUSH LIGHT. LETTERING VICE FOR SERVICE CALL SURFACE 360-458 841l 01- CITY OF YELM ; 5' PADLOCK WITH COMMON KEY CENTERED ON FURNISHED BY THE CITY PANEL OF YELM 0: LIGHT AND SILENCE BUTTON SURFACE TOP COUW;E COMPACT TO 959 RESTORATION TABLE VC. 8-#12 FROM POWER TO STEP TANK - SIMPLEX SOURCE MAINTAIN SIDE MATCH EXISTING 1'2"C, 13- #12 LU Cr TO STEP TANK - DUPLEX -\\-1'2"C, 17-#12 < TO STEP TANK - TRIPLEX HYDROSEED/ PLANTINGS OVER 4* MIN. TYPE IN CITY OF YELM Q DEPT. OF PUBLIC WORKS TOP SOIL TVQ I NOTE: %,w MA L r- U IVI r- PANEL SIZE MAY VARY DEPENDING ON MANUFACURER CONTROL PANEL APPROVM-,,,> DWG. NO. \. V-,-% r, PUBLIC WORKS DIRECTOR DATE 7-6 DWN. CKD. DATE -] -------- JEG TP .4/20017 EDGE OF-\ 2' WATER TIGHT HOUSE CAP -TYPICAL IN PROTECTED AREAS NON-PROTECTED AREAS (LAWNS, ETC.) 2'-0* TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE // GROUND J EXISTING GROUND 14 GA ' COPPER TONING WIRE STANDPPE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER PVC C.O. LINE (TYP) (3034) DOUBLE 2% SLOPE TO TANK SWEEPING TEE FROM HOUSE FERNCO COUPLING OR APPROVED EQUAL FERNCO COUPLING OR APPROVED EQUAL TOP OFSTEP TANK INLET BAFFLE APPROVED -.FOR CONSTRUCTION 4B NUMRER 8114 BY: DATE: Director of Public Works APPROVAL EXPIRES: - B. . - 2'-0' p\/C PIPE WITH THREADED 6" PVC PIPE ASTM D 3034 2"o-m' BEND CONCRETE BLOCK SCH 40 PVC PIPE FROM-J VALVE W/SOLVENT WELb JOINTS. PIPE TO BE SAME SIZE SEWER MAIN CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION PP DWG. NO- PUBLIC WORKS DIRECTOR 6-A-TE 7-7 DES. OWN, CLKU T,7tTA-TE_ JY JEG P 4/20C)�71 RICH NO. 910 VALVE BOX, 00 OR EQUAL NTH COVER �a MARKING TO READ "SEWER' (TYP,) Q) L0 #4 0 7* O.C_ EACH WAY TOP Q) __,,-DRIP 1/2' HOLE: OR SLOT FOR WIRE GATE VALVE SHALL BE SAME CL ',�SIZE AS MAIN (MJxMJ) TONING WIRE &1_ LLJ CONNECT TO MAINLINE W USE EXPANS40N FITTINGS Q) AS REQUIRED q, Cr- LO L L'i VALVE NUT EXTENTIONS REQUIRED TO I__ BRING MUT TO WITHIN 24- OF THE V) SURFACE (� _j CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL END OF LINE CLEANOUT APPROVEQ_ DWG, NO. k C-- N�� - - PUBLIC WORKS DIRECTOR DATE 7-20 UL',i. UWN. CKD, I - �A-TE jy I JEG I TP 4/2007 RESTORATION SURFACE SURFACE THICKNESS SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE -7 TYPE 317116 8" (T-yP.) FINISH GRADE CRUSHED 4" CRUSHED SURFACE C) FINISH GRADE SHALL BE SURFACE V) 01- Ln W Z L&j M Z La (A A.C. PAVEMENT 3' MIN. GRADE 8 A C PAVING OVER 4- CRV$HED BACKFILL SEE 0: bi La SURFACE TOP COUW;E COMPACT TO 959 RESTORATION TABLE RICH NO. 910 VALVE BOX, 00 OR EQUAL NTH COVER �a MARKING TO READ "SEWER' (TYP,) Q) L0 #4 0 7* O.C_ EACH WAY TOP Q) __,,-DRIP 1/2' HOLE: OR SLOT FOR WIRE GATE VALVE SHALL BE SAME CL ',�SIZE AS MAIN (MJxMJ) TONING WIRE &1_ LLJ CONNECT TO MAINLINE W USE EXPANS40N FITTINGS Q) AS REQUIRED q, Cr- LO L L'i VALVE NUT EXTENTIONS REQUIRED TO I__ BRING MUT TO WITHIN 24- OF THE V) SURFACE (� _j CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL END OF LINE CLEANOUT APPROVEQ_ DWG, NO. k C-- N�� - - PUBLIC WORKS DIRECTOR DATE 7-20 UL',i. UWN. CKD, I - �A-TE jy I JEG I TP 4/2007 RESTORATION SURFACE SURFACE THICKNESS SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE -7 TYPE 317116 8" (T-yP.) FINISH GRADE CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE V) 01- Ln W Z L&j M Z La (A A.C. PAVEMENT 3' MIN. GRADE 8 A C PAVING OVER 4- CRV$HED BACKFILL SEE 0: bi La SURFACE TOP COUW;E COMPACT TO 959 RESTORATION TABLE SLOPES SHALL MATCH MAINTAIN SIDE MATCH EXISTING > F_ LU Cr (DRIVEWAY/SIDEWALK) SLOPE AS STEEP AS POSSIBLE COMPACT TO 953 < Ln HYDROSEED/ PLANTINGS OVER 4* MIN. TYPE IN NATIVE BACKFILL Q TOP SOIL COMPACT 70 859 SEWER LINE UNII N/A NATIVE SACKFILL MOUND SACXFILL 2' ABOVE EXISrN(; F PIPE 13EDDING FOR COMPACT 70 85r GRADE & SMOOTH F FLEXIBLE PIPE PtPE O.D. PIPE O.D. W RESTORATION TABLE I SURFACE THICKNESS DACKFILL/ COMMENTS/ TYPE 317116 COMPACTION REQMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT WITH EXISTING A.C. PAVEMENT 3' MIN. GRADE 8 A C PAVING OVER 4- CRV$HED SELECT BACKFILL FINISH ROADWAY TO CONFORM TO ALL E)(IS-nNC OVER GRAVEL BASE SURFACE TOP COUW;E COMPACT TO 959 GRADES AND CURDS SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY/SIDEWALK) CONCRETE THICKNESS COMPACT TO 953 TEXTURE. AND GRADE. LAWN/LANDSCAPE HYDROSEED/ PLANTINGS OVER 4* MIN. TYPE IN NATIVE BACKFILL FINISH GRADE SHALL BE SMOOTH & CONSISTANT TOP SOIL COMPACT 70 859 WITH EXISTING GRADE UNII N/A NATIVE SACKFILL MOUND SACXFILL 2' ABOVE EXISrN(; COMPACT 70 85r GRADE & SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC . CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH DWG. NO. A LIC WORKS DIRECTOR , HDATE7-,3 DES. KD Y DWN. 11KO, DA, CK E TP EG TP 4/2007 REWSION BLOCK NO. WE DESCRIP77ON BY y 1 317116 PER CITY OF YELM COMMENTS 4 GJM PZ_ Q) LLJ V AW A& 4* 46 LLIR to C\4 CO Q) 0) OIL CN DA TE 3-14-16 DRA WING NO, SNO1 8114BASE SHOET_110F`jf� co C) PZ_ Q) LLJ V) LAJ Q DA TE 3-14-16 DRA WING NO, SNO1 8114BASE SHOET_110F`jf� USE 1" UNION TO CONNECT TESTING APARATUS FOR PRESSURE TESTING SERVICE FIBERGLASS LID WITH STAINLESS STEEL 18" MIN RISER HEIGHT TYPICAL VATH - AND NEOPRENE GASKET ALL NON - TRAFFIC BEARING TANKS 1" DIA.PVC HOSE AND LEAVE SUFFICIENT VALVE ASSEMBLY -WIRE TO ALLOW FOR ORIENT BALL VALVE PUMP REMOVAL AS SHOWN. BALL VALVE ELECTRICAL SPLICE. BOX PATH CORD GRIPS SHALL BE WITH 12" BELOW ALL CONNECTIONS SHALL BE MADE WITH LID NEAT SHRINK BUTT CONNECTORS 21" OR 24" PVC SLOPE GROUND AWAY FROM RISER RISER W /LID 30" DIA. RIBBED PVC RISER WITH NEOPRENE 14 GAUGE OF 10" FROM TN OF RISER TO LC GROMMETS INSULATED OF E LECTRICAL CONDUIT --.` TONING VARE INSTALL IN 3/4" EY CONDUIT SEAL `� RISER is -TONING WIRE - INSTALL a ELECTRICAL - nNDUIT TO IN RISER POWER SC- STANDARD EFFLUENT DISCHARGE INLET TEE 2 -PAR7 EPDXY, USE `-4 M ORENCO RISER TANK LIQUID ADAPTOR FOR CONCRETE AARM LEVEL TANKS -' �5;0 � DUNDANT 1" PVC FLOAT OFF ASSEMBLY AS SET BY CITY OF YELM O 1 -1/4" DIA. INLET ORIFICE HOLES AROUND z PERIMETER OF VAULT 4" DIA. PVC FLOW N INDUCER PVC BIOTUSE AFFLE SUBMERSIBLE EFFLUENT ORENCO TURBINE 10 GPM THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 P.10 0511 OSI PUMP WITH .O. POWER CABLE AND INSTALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET THE S /8" BY-PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL STEP TANKS SHALL BE H-20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. CITY OF YELM DEPT, OF PUBLIC WORKS TYPICAL SIMPLEX STEP TANK INSTALLATION APPROVE -- ---- -D DWG. N0. PUBLIC WORKS DIRECTOR DATE 7--9 DES. DWN. - CKD. DATE JY JEG TP 4/2007 PLAN VIEW -------------------------------------------- --------------- --------- I; 24" ORENCO j I ADAPTOR RING I I j 30° ORENCO ' i ADAPTOR RING II , �I I I I II I { t I J 103" PROFILE VIEW TANK WEIGHT APPROX. 9,600 LBS P1FECAW M GAL 81 TAW TONAL (OR AMOM MAW PURSUANT TO RCW 58.24.040 (8) AND WAC 332 -120, BEFORE REMOVING OR DESTROYING ANY CNL.L BEFORE YO►U DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, THE CONTRACTOR SMALL BE FULL ,y RESPONSIBLE FOR RIGHT OF WAY, TOT, TRACT, OR PARCEL OF REAL THE LOCATION AND PRO7EC77ON OF ALL EXISTING PROPERTY; A CONTROLLING POINT FOR A PLAT; OR UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY A POINT WHICH IS A GENERAL LAND OFFICE LOCATIONS PRIOR TO CONSTRUCTgON BY CALLING THE SURVEY CORNER, THE APPLICATION REQUIRED BY UNDERGROUND LOCATE LINE AT 6;11 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND HOURS TYLER TER RA C.E SW 114, NW 114, SEC.19, TWN.17 N., RNG. 2 E. W.M. NATIVE OF BACKFILL DIRECTED ENGINEER. SAND L.64L.:..E: INSTALL TANKS AS PER DETAIL OR MANUFACTUIRER'S RECOMMENDATION WHICHEVER hS MORE STRINGENT. CITY OF YELM DEPT OF PUBLIC WORKS CONCRETE TANK BEDDING APPROVED DWG, NO. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 - I.., LMLEY CONFUCT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFWNG THE LOCATION, AND DEPTH OF ALL EXIS77NG UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI77ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR -TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE EXISTING U77LI77ES AT LOCATIONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PRIOR TO ANY EXCAVA7101N, SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. THURSTON COUNTY, WASHINGTON FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE. GASKET 5' 'MIN (TYP.) i "tt /4" ALL LIDS 2' MIN FINISH GRADE TYP. a0pP TO NA7l��E (Typ NATIVE 14 GAUGE COPPER GRADE TONING WIRE, 2' -0" PVC RISER, TAIL. INTO RISER ORENCO SYSTEMS, INC., OR EQUAL i �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. N0, PUBLIC WORKS DIRECTOR DATE DES, WN. DA E JY JEG TP 4/2007 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: REVISION BLOCK N0. DATE DESCRIPTION BY MAIM 1 3171 16 PER CITY OF YELM COMMENTS GJM 8114 zi U Z Z W V' o � U Q C) U _ QO co O 0 CO ' J X D, CI N LO w � m .U� � O � Q F- O 0 O 4 a j LO U � U � 0 U �J _O 1Z Q U_ v V) I- �. �S.MI 1L 17ATE - lop 3+-14 -16 • ♦ ��'�t;�EG7S �'�4'4' � t0 sstoNai. ix�� SN02 81 t 48ASE NEST .IZ OF 16 RCUUIrvb MAItKIAL 1'UlY RIGID PIPE SHALL BE I ; - fi 1-1 - „ O N TYLER TER RA C.E SW 114, NW 114, SEC.19, TWN.17 N., RNG. 2 E. W.M. NATIVE OF BACKFILL DIRECTED ENGINEER. SAND L.64L.:..E: INSTALL TANKS AS PER DETAIL OR MANUFACTUIRER'S RECOMMENDATION WHICHEVER hS MORE STRINGENT. CITY OF YELM DEPT OF PUBLIC WORKS CONCRETE TANK BEDDING APPROVED DWG, NO. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 - I.., LMLEY CONFUCT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFWNG THE LOCATION, AND DEPTH OF ALL EXIS77NG UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI77ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR -TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE EXISTING U77LI77ES AT LOCATIONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PRIOR TO ANY EXCAVA7101N, SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. THURSTON COUNTY, WASHINGTON FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE. GASKET 5' 'MIN (TYP.) i "tt /4" ALL LIDS 2' MIN FINISH GRADE TYP. a0pP TO NA7l��E (Typ NATIVE 14 GAUGE COPPER GRADE TONING WIRE, 2' -0" PVC RISER, TAIL. INTO RISER ORENCO SYSTEMS, INC., OR EQUAL i �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. N0, PUBLIC WORKS DIRECTOR DATE DES, WN. DA E JY JEG TP 4/2007 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: REVISION BLOCK N0. DATE DESCRIPTION BY MAIM 1 3171 16 PER CITY OF YELM COMMENTS GJM 8114 zi U Z Z W V' o � U Q C) U _ QO co O 0 CO ' J X D, CI N LO w � m .U� � O � Q F- O 0 O 4 a j LO U � U � 0 U �J _O 1Z Q U_ v V) I- �. �S.MI 1L 17ATE - lop 3+-14 -16 • ♦ ��'�t;�EG7S �'�4'4' � t0 sstoNai. ix�� SN02 81 t 48ASE NEST .IZ OF 16 RCUUIrvb MAItKIAL 1'UlY RIGID PIPE SHALL BE 8114 zi U Z Z W V' o � U Q C) U _ QO co O 0 CO ' J X D, CI N LO w � m .U� � O � Q F- O 0 O 4 a j LO U � U � 0 U �J _O 1Z Q U_ v V) I- �. �S.MI 1L 17ATE - lop 3+-14 -16 • ♦ ��'�t;�EG7S �'�4'4' � t0 sstoNai. ix�� SN02 81 t 48ASE NEST .IZ OF 16 RCUUIrvb MAItKIAL 1'UlY RIGID PIPE SHALL BE U � U � 0 U �J _O 1Z Q U_ v V) I- �. �S.MI 1L 17ATE - lop 3+-14 -16 • ♦ ��'�t;�EG7S �'�4'4' � t0 sstoNai. ix�� SN02 81 t 48ASE NEST .IZ OF 16 RCUUIrvb MAItKIAL 1'UlY RIGID PIPE SHALL BE RCUUIrvb MAItKIAL 1'UlY RIGID PIPE SHALL BE 'Parcel Line Table Line # Length Direction L1 2.78 S9' 10' 36.87 "E L2 23.88 S9' 10' 36.87 "E L3 22.1 t S22' 36 42.85 "E L4 16.57 S21' 23' 41.57 "E L5 22.07 S28' 30' 44.33 "E L6 30.12 S35' 14' 05.12 "E L7 12.91 S35' 14' 05.12 "E L8 30.72 S33' 15 45.51 "E -L9 5.21 N33' 15' 45.51 "W L10 5.05 S57' -1" 29.44 "E TYLER TERRA CE S W 1/4, NW 114, SEC. 19, TWN 17 N .7 RNG. 2 Ey W.M. HURSTON COUNTY, WASHINGTON WATER SYSTEM PLAN Y m �W 9 2 I �'25i102 V� Uj O 7 x -' , l-f , DD OPEN SPACE 748 70 ( ^1'G ?4: '" 5. J. 693100-00900 Z / / I N< / 693101 GUCOU STA: 0 +00 ROAD A" 69 5100008UU it q IN TX. COA TES RD. SE /i,' // � � / I / _ N40 29'47 "E 529.72' ` 9 / I f:,010rf / �// ; / / _ 345- L10 1} ' _._ I-- -- _34 -- -•. - t L< iY! %� /� ` -346 6' LAiV SCAJSE � .345 - CT 'C _ _ r .._ j f I \r \ 7.5 PARKING -/ `1 1 _ G 4 548:.5_, // / \ \' \ — _ _ — _ l , 1 --- -- ti 1 �. " , / NS �4 +24x05 ROAD A - t / P ,� ,. i ,� � \ P.S. .S.Y OAD -A I S tN -+ d F ✓r \ i \ �lut\ON. LINE NGL POINT _ _. \EL V.�345. �n I �•1 , t - 1 , / R / \ __ r k \ ,� Ck OW N4 29 -4 #- / � 8 E "421 5j' . �� - ,� , 1 _ ..,-f .i; I 1 t , , / / i - -- - -* - - -- ♦ 6.00:. � • `j'" :..:. -I Pc�1.,, , <n�c 1 - t N FM r t �� <X\ 1 1 i _ t _ _ 'AA �.� i , , i ••><•. PAR . / - 1 , < / J� KING I r) fi 5.- SIDE A iI 1 I ho k 10 UTII[iTY EASEMENT » 17 ) 1-= - E.�. Vt� rCR SiU' I �� _ I I I 4 r - ! : ?:w:. �� S 'rr` h �ii113 \ / % j I I hj \ I F �� _ I �S A: 4+ 6.05 ROD 'A "� /� / •'� I -L 7" SEWER EASEMENT I ( I I I ( C.D.S V. = 3457 .7 ELE I I I I I I \ i l \ / i .100, /' ; '' i i I /,l; !// ,, '/ I i I I I i I I I I I I I I i „�' i APPROVED FOR CONSTRUCTION JOB NUMBER BY: DATE: 8114 Director of Public Works O APPROVAL Q 11 Z EXPIRES 1 , r , ,-TOP OF STEEP SLOPE ; 3 , I .�t r 1 t I 2219220205 /) 1 1 i I 1 I ol5 ,r / / 4 I I 2 / 6 i I 8 i c c C• ' ;/ i t ! I I I I I I cJ /r - -- -x — C0115 \� �j ��,�, / , ; //; r yq WATER MAiNi �± ejTgT �O . � ( I I I 0597I G�U // / 0 #7 f i � %�� Iii ,';x ' ��__T- �'� -.�► per- _ -- - -- - - _ L -- f1�f f /L f ICI f� 1 = 1,z,�� : c�. ° �` - — \ /j� S °p� 7l - cT • , -,347- �- � /Ty /� ' �< 345 _ 101.31' L1 N40'2948 "E 659.18` 167.58' ' , 10 MIN. tr�oa�i ` A 7019oox,2 UC 7019 SETBACKS 1 j x5' 0000300 70190000400 %% 701-90000500 I F,'EDESTRIAI+� 3 ACCESS ttllfifi I�I.Ir'('illfl� i'� ;/% 2 z EASEMENT A 1 `J 5 UTILITY CONFLICT NOTE CAUTION' PURSUANT TO RCW 58.24.040 (8) AND WAC CALL BEFORE Y 332 -120, BEFORE REMOVING OR DESTROYING ANY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES QT DIG MONUMENT ON THE BOUNDARY OF ANY EASEMENT, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING U77LITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE LOCATION AND PROTECTION OF ALL EXISTING PROPERTY, A CONTROLLING POINT FOR A PLAT, OR THE EXIS77NG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UT7LI77ES. THE CONTRACTOR SHALL VERIFY ALL UTILITY A POINT WHICH IS A GENERAL LAND OFFICE EXIST. LOCATION OF SAID U77LI77ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA77ON LOCA7IONS PRIOR TO CONSTRUCTION BY CALLING THE SURVEY CORNER, THE APPLICATION REQUIRED BY AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 6311 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVATION. SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. �F• 0 �M ti v `V L0 W N' LEGEND 227197�0704 12A PROPERTY LINE Q' — R74y -- R/W LINE a N - - EASEMENT LINE ADDITIONAL 10' UTILITIES EASEMENT U 0 PROPOSED SANITARY SEWER MANHOLE ti Ste— PROPOSED 2" STEP SERVICE !1 PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - - -456- PROPOSED CONTOUR - 4 `Z EXISTING CONTOUR EXISTING EDGE OF PAVEMENT EXISTING STORM MANHOLE D -D EXISTING STORM MAIN ' EXIS77NG SANITARY SEWER MANHOLE \r J - - -- EXISTING SANITARY SEWER MAIN CJ EXISTING CATCH BASIN -{ }- EXISTING POWER POLE Vi EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT (� VIx ---------- VV EXISTING WATER MAIN �+•. W ' - - -W PROPOSED WATER MAIN �) PIPE NAME 0 PROPOSED PIG PORT PROPOSED SINGLE SERVICE WATER METER PROPOSED DUAL SERVICE WATER METER T PROPOSED FIRE HYDRANT REVISION BLOCK w DATE DESCRIPTION BY 1 317116 PER CITY OF YELM COMMENTS -D w Q W Q a VERTICAL DATUM THURSTON COUNTY I NGVD 29 0 BM: 1252 0 CASED CONCRETE MONUMENT WITH BRASS v CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. J '' ELEV: 347.21 a CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES O m � � ' U Q Lo W Q o�2 q. ,T SCALE: 1 " =30' 0 15 30 60 �F• 0 �M ti v `V L0 W N' LEGEND 227197�0704 12A PROPERTY LINE Q' — R74y -- R/W LINE a N - - EASEMENT LINE ADDITIONAL 10' UTILITIES EASEMENT U 0 PROPOSED SANITARY SEWER MANHOLE ti Ste— PROPOSED 2" STEP SERVICE !1 PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - - -456- PROPOSED CONTOUR - 4 `Z EXISTING CONTOUR EXISTING EDGE OF PAVEMENT EXISTING STORM MANHOLE D -D EXISTING STORM MAIN ' EXIS77NG SANITARY SEWER MANHOLE \r J - - -- EXISTING SANITARY SEWER MAIN CJ EXISTING CATCH BASIN -{ }- EXISTING POWER POLE Vi EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT (� VIx ---------- VV EXISTING WATER MAIN �+•. W ' - - -W PROPOSED WATER MAIN �) PIPE NAME 0 PROPOSED PIG PORT PROPOSED SINGLE SERVICE WATER METER PROPOSED DUAL SERVICE WATER METER T PROPOSED FIRE HYDRANT REVISION BLOCK NO. DATE DESCRIPTION BY 1 317116 PER CITY OF YELM COMMENTS GJM DATE 3- -14 -16 //�� DRAWING NO. WH T 8114BASE SHEET U OF 16 Ty/ )=R 1=p1qA /071111�= LLJ C) Pu Parcel Line Table Line # Length Direction Ll 2.78 S9* 10' 36.87-E L2 23.88 S9' 10' 36.87"E L3 22.11 S22* 36' 42.85"E L4 16.57 S21' 23' 41.57"E L5 22.07 S28' 30' 44.33"E L6 30.12 S35' 14' 05.12"E L 7 12.91 S35* 14' 05.12"E L8 30.72 S33* 15' 45.51 "E L9 5.21 N33* 15' 45.51 "W Ll 0 5.05 S57' 39' 29.44"E Ll 1 22.00 S49* 30' 12.24"E WATEF? METER LOCATION TABLE LOTIP SrA71ON/OFFSET OFFSET 22.17'RT 22.17'RT 22.17'RT 22.17'RT 22.17'RT 22.17'RT - .; 7`RT 22.17'RT 32.8 71 T PLAS77C CAP 3.131T 1 0+�?O.00 2 0+!�0.00 3 1+ 7'4. 00 4 1+?14.00 5 2+!)8.00 6 2 + -` 5 8. 0 0 7 3+42,00 8 3+4P2.00 9 4+;�1.65 10 4+;�1.65 11 4+-2'1.55;31.19`AH PW I/Ad NW 111d Q)=(0*"' 1C TWA/ 17 A/ PA/1'".% 0 = W Al 1 7 THURSTON COUN7Y. WASHINGTON y U Z) 345. 7r7 3 1-). l.. k Uj 51.) 5 �3 " p v�,, `4, 69�10000800 310 7 100 STA:0+00 ROAD "A" 6931J100000 p 1"150 q INTX COATF1c; F'71 SE WA70IMM N40*2947"E 529.72' Lic EX. 4 SEV/�R, 347 6- 6' N-D-SCXPE- -345- TRACT'Cwl C80 --X PL p m- 34 mt MAW CB? 'E-: T, 150pim P"A" 05 81, Pv ROAD 'A' R6AD "A 345.30 11+0o 0 N. LINE \4NGLE\POINT 70 4 % � - 455*�� .000, 1 'AND-P,'PE 01 T IE (SloV) = 345. 8" p V- I �,, A 2= le -"6.35 TOP VX IR f m .0io -7 (vi RM-E-16- N46,*29'48"E 421 .7-ePARKING I I x f, r I "K� -VDSCA��, OR ed� -11411140m N, WA7ER MN V SEE ;-J/ r 5 SIDf--:WALK I k v PROFILE 7M SHEET. 0 �5D - - - - - - - - - - MAi 4 19K Aj 5 Lk b VVATEP ST� 4A: 4-e46. < Ix 05 RUAU "A"I 1�k' .D. ELEV. 45.77 01 4 5 6 21 A Oj\A SEWER EASEMEN 8 C IV 7, .00, wa /Z L '-A N N L L -J:x, Z =2 4 or *1", �47==.= -346- t - - - - - - - - - - z/1 345-� pt L N40*29'48"E 659.18"\\ I M'. 1 7 1A �9: '/ 0 1 J 0 10 0 0) 19 0 0 02 ",1 0 Lu w i90000300 -/0190000400 70190000,500 ZDESTRIAN ACCESS ROADff A ff EASEMENT PLAN VIEW M)RIZONTAL SCALE: 1"--30' 360 ---------- --- --- (o ------ ----LGW-P-l`-STk-3+-6,6-i60 ------ -- ------ 360 1�j LOW PT ELEV: 344.,92 Pvl STA:,3+69.591 rc 001" i i 1 1 Pvl F71 P'V% -�4,i L U K: 19.39 Q Cr UVC: 50.00 i i -47o APPROX EX. 12 ST j 10 " WA TER 0 "M- ---CRQspNG CROSSING 3.5'(MIN.) APPROX. EX,-,'� 14" SEWER WA7ER A&-M i I I I TAP (�Mjli f CROSSING S TA: 0+ 444. 10; 6L 340 NWALL- 1, to I I I NWAU.- I 1-r 12EF-FW HVDRAN� SPOOL 1-w am TE MW 1-r GA THRUPT BLOCK 7HRUST BLOCK 2OLF-9r PVaCL-15 WAMT UM -C 11.0 LLJ + C 1.44% 0 WTALL: 1-01, IlLF-+W HMMT SF�M 1-r CATE VALW ROWT N.O�K 330 Cq 0 00 0 V) . T- 00 LO I- Go 0 0) to 0) 04 to CO 0) i 1,- 4 . Ui 0) L6 00 0) 00 . C4 LO r": r- to in i -q- Ui U-) LO '-4- * 14- ,1- 16 NO n NO V) PO n V') V) tq 0+00 0+ 30 0+60 0+ 90 1 + 20 1 + 50 1+80 2+1 (D 2+ 40 2+ 1 70 3+00 3+ 30 3+60-- 3+ 1 90 4+ 1 20 4+50 4+80 ROAD" A PRORILF HORIZONTAL SCALE. 1"=30' VER77CAL SCALE. 1"=5' UnLITY CONFUCT NOTE. CALMON. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFWNG THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES CALL BEFORE, yoU DIG WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI71ES AND SURVEWNG THE HORIZONTAL AND VER77CAL THE CONTRACTOR SHALL BE 'FULLY RESPONSIBLE FOR LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDECALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA71ON AND PR07EC7WON OF ALL EXIS71NG THE EXIS71NG U77LI71ES AT LOCATIONS OF NEW U71UTY CPOSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR �SHALL VERIFY ALL UTILITY EXIST LOCA71ON OF SAID U71LI77ES AS SHOW?q ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCA77ONS PRIOR TO CONS7T?UC7I0N BY CALLING THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINEAT 811 A MINIMUM OF 48 ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCA�,,,ATION. I I 67.58' 8 0 + PR OSED GRADE 0. GRADE, 350 . ...... 3.5'(MIN.) WATER-\ C14 CROSSING U� 1 C14 MTALL* I-wam 7wsr BLOCK 340 py APPROX. EX, 4""' WATO #00 SEWER CROSSING 330 1 - (ID C4 0+00 0+30 WA TER RUN '7 C7 PROFILE VIEW HORIZONTAL SCALE. 1"--30' VERTICAL SCALE: 1"=5' OF S;TEEP SLOPE TRACT Vv AppqOX EX. 8"(Do WA TER CROSSING - MTAU.- 1-sv* aEND THRUST 81LOCK APPROVED FOR CONSTRUCTION JOB NUMBER 8114 BY: DATE: - Director of Public Wo& C) n LO APPROVAL EXPIRES: co C� i---: NO. 7r DA, E CONSTRUCUON NOTES BY 0) LO 10-) GJM (D CONTRACTOR TO CONNECT TO EXISTING 21LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM STANDARDS. CONTRACTOR TO U-) REMOVE UNUSED POR77ON OF EX STUB PER CITY OF YELM N STANDARDS. CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND m 10 0 DISCREPANCIES. CONTRACTOR TO INSTALL TYPICAL 518- WATER SERVICE AND BOX C�l j SHEETS WD1 & WD2. ZLJV-"rt,4v MCI- A2 SCALE. 1j)=30) 00 �0 CONTRACTOR TO INSTALL FIRE HYDRANT ASSE44BLY AS SHOWN 0 15 30 60 AND PER DETAIL ON SHEET WD1. + CONTRACTOR TO INSTALL TYPICAL 5/8- DUAL WATER SERVICE AND + LO ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN C-) 350 ------------- �---'---PROPOSE-D-�GRADE --------- LLJ &j VERTICAL DATUM YELM WATER DEPARTMENT. 'I- --�, i f GRAD > m m j> !UJ LLJ NOTES AND DETAILS ON SHEETS WD01 & WD02. BM: 1252 Q�: Qr LO CASED CONCRETE MONUMENT WITH BRASS ct (* L CAP @ INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 V) CONTOUR INTERVAL=2' C) i -47o APPROX EX. 12 ST j 10 " WA TER 0 "M- ---CRQspNG CROSSING 3.5'(MIN.) APPROX. EX,-,'� 14" SEWER WA7ER A&-M i I I I TAP (�Mjli f CROSSING S TA: 0+ 444. 10; 6L 340 NWALL- 1, to I I I NWAU.- I 1-r 12EF-FW HVDRAN� SPOOL 1-w am TE MW 1-r GA THRUPT BLOCK 7HRUST BLOCK 2OLF-9r PVaCL-15 WAMT UM -C 11.0 LLJ + C 1.44% 0 WTALL: 1-01, IlLF-+W HMMT SF�M 1-r CATE VALW ROWT N.O�K 330 Cq 0 00 0 V) . T- 00 LO I- Go 0 0) to 0) 04 to CO 0) i 1,- 4 . Ui 0) L6 00 0) 00 . C4 LO r": r- to in i -q- Ui U-) LO '-4- * 14- ,1- 16 NO n NO V) PO n V') V) tq 0+00 0+ 30 0+60 0+ 90 1 + 20 1 + 50 1+80 2+1 (D 2+ 40 2+ 1 70 3+00 3+ 30 3+60-- 3+ 1 90 4+ 1 20 4+50 4+80 ROAD" A PRORILF HORIZONTAL SCALE. 1"=30' VER77CAL SCALE. 1"=5' UnLITY CONFUCT NOTE. CALMON. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFWNG THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES CALL BEFORE, yoU DIG WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI71ES AND SURVEWNG THE HORIZONTAL AND VER77CAL THE CONTRACTOR SHALL BE 'FULLY RESPONSIBLE FOR LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDECALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA71ON AND PR07EC7WON OF ALL EXIS71NG THE EXIS71NG U77LI71ES AT LOCATIONS OF NEW U71UTY CPOSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR �SHALL VERIFY ALL UTILITY EXIST LOCA71ON OF SAID U71LI77ES AS SHOW?q ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCA77ONS PRIOR TO CONS7T?UC7I0N BY CALLING THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINEAT 811 A MINIMUM OF 48 ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCA�,,,ATION. I I 67.58' 8 0 + PR OSED GRADE 0. GRADE, 350 . ...... 3.5'(MIN.) WATER-\ C14 CROSSING U� 1 C14 MTALL* I-wam 7wsr BLOCK 340 py APPROX. EX, 4""' WATO #00 SEWER CROSSING 330 1 - (ID C4 0+00 0+30 WA TER RUN '7 C7 PROFILE VIEW HORIZONTAL SCALE. 1"--30' VERTICAL SCALE: 1"=5' OF S;TEEP SLOPE TRACT Vv AppqOX EX. 8"(Do WA TER CROSSING - MTAU.- 1-sv* aEND THRUST 81LOCK APPROVED FOR CONSTRUCTION JOB NUMBER 8114 BY: DATE: - Director of Public Wo& C) n LO APPROVAL EXPIRES: co C� i---: REWSION BLOCK NO. 7r DA, E CONSTRUCUON NOTES BY 1 Zi PER CITY OF YELM COMMENTS GJM (D CONTRACTOR TO CONNECT TO EXISTING 21LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM STANDARDS. CONTRACTOR TO REMOVE UNUSED POR77ON OF EX STUB PER CITY OF YELM STANDARDS. CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO INSTALL TYPICAL 518- WATER SERVICE AND BOX C�l j SHEETS WD1 & WD2. ZLJV-"rt,4v MCI- A2 SCALE. 1j)=30) 00 �0 CONTRACTOR TO INSTALL FIRE HYDRANT ASSE44BLY AS SHOWN 0 15 30 60 AND PER DETAIL ON SHEET WD1. CONTRACTOR TO INSTALL TYPICAL 5/8- DUAL WATER SERVICE AND LO ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN C-) $ 0 SAND BEDDING IS REQUIRED AT 4LL W.4 TER MAIN AND STORMWATER CROSSINGS CA- OF YELM STANDARDS. CONTRACTOR TO COORDINATE WITH CITY OF VERTICAL DATUM YELM WATER DEPARTMENT. THURSTON COUNTY 1�> CONTRACTOR TO INSTALL IRRIGATION METER AND BAGK--P--" DOO�eC�etk Qw- P\55e(k LU NGVD 29 NOTES AND DETAILS ON SHEETS WD01 & WD02. BM: 1252 Q�: Qr LO CASED CONCRETE MONUMENT WITH BRASS ct (* L CAP @ INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 V) CONTOUR INTERVAL=2' C) TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES i LEGEND 4! PROPERTY LINE 0 CL I?1W LINE CL EASEMENT LINE ADD17IONAL 10' (Ji-i'LITIES EASEMENT PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER --- 456--- PROPOSED CONTOUR -4-56- EXISTING CONTOUR vt C�d 0, Lid ;� EXISTING EDGE OF PAVEMENT LO 04 EXISTING STORM MANHOLE D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE U 0) --s 1-:XIS77NG SANITARY SEWER MAIN CL z EXISTING CA TCH BASIN EXISTING POWER POLE 0) E-XISTING WATER GATE VALVE 1---XIS71NG FIRE HYDRANT W--liv EXISTING WA TER MAIN w PROPOSED WATER MAIN PIPE NAME 0 PROPOSED PIG PORT PROPOSED SINGLE SERVICE WATER METER PROPOSED DUAL SERVICE WATER METER fik PROPOSED FIRE HYDRANT REWSION BLOCK NO. 7r DA, E CONSTRUCUON NOTES BY 1 317116 PER CITY OF YELM COMMENTS GJM (D CONTRACTOR TO CONNECT TO EXISTING 21LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM STANDARDS. CONTRACTOR TO REMOVE UNUSED POR77ON OF EX STUB PER CITY OF YELM STANDARDS. CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO INSTALL TYPICAL 518- WATER SERVICE AND BOX AS SHOWN AND PER M STANDARD AND DETAILS ON SHEETS WD1 & WD2. ZLJV-"rt,4v MCI- A2 APffl P&H, & ----- - CONTRACTOR TO INSTALL FIRE HYDRANT ASSE44BLY AS SHOWN AND PER DETAIL ON SHEET WD1. CONTRACTOR TO INSTALL TYPICAL 5/8- DUAL WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. * L.�me $ 0 SAND BEDDING IS REQUIRED AT 4LL W.4 TER MAIN AND STORMWATER CROSSINGS 15 CONTRACTOR TO DECOMMISSION EXISTING WATER METER PER CITY OF YELM STANDARDS. CONTRACTOR TO COORDINATE WITH CITY OF YELM WATER DEPARTMENT. 1�> CONTRACTOR TO INSTALL IRRIGATION METER AND BAGK--P--" DOO�eC�etk Qw- P\55e(k "n&#ffW AS SHOWN AND PER CITY OF YELM STANDARDS SEE NOTES AND DETAILS ON SHEETS WD01 & WD02. REWSION BLOCK NO. 7r DA, E DESCRIP77ON BY 1 317116 PER CITY OF YELM COMMENTS GJM DA TE 3-14-16 PRA ffiNG NO. wi 8114BASE JA OF j&-; TY1 t=AP 7)=iPiPA /07"P ca IRS j�X C2 7(;-�;: % - WISOLID i !1) Parcel Line Table Line # Length Direction Ll 2.78 S9* 10' 36.87-E L2 23.88 S9* 10' 36.87"E L3 22.11 S22* 36' 42.85"E L4 16.57 S21 * 23' 41.57"E L5 22.07 S28* 30' 44.33"E L6 30-12 S35* 14' 05.12"E L7 12.91 S35' 14' 05.12"E L8 30.72 S33' 15' 45.51"E L9 5.21 N33' 15' 45.51 "W Ll 0 5.05 S57* 39' 29.44"E L11 22.00 1 S49* 30' 12.24"E QW 11A A1W 11A Q=f0w% 10 71A/Al 17 Al AQAI/O-*t 0 = 1A1 Al I I THURSTON COUNTY. WASHINGTON ii','M 343.1 1 U) 345.7!:7 53" k 5� LU 341).45 B" PVC 90�-, 69j1000080-0 31 ocT /0,0 6931 100000 STA: 0+00 ROAD "A q IN TX. COA TES L10 PVC(CLZ150 W4 TO IMM N40*2947"E 529.72' RD. SE -4----- TRACT wC7 EX. 4-' SE IvVER-\ z 347- V 4 CB#37 f-X "E, T'�IPE- 1 P ClL-15QjsWAMt MAN ,,A/ = 3 4 8 6 5 :C 1%. . �A.- -+2 4. 5 ROAD "A N'LINE \�NGL POINT IE (Wil) = 345.30 8" PVC 1 6+00 00,ROAD 'A �xx XPOIN T 42-1 A IN 4 3, �5.4 ti S N) = 34 8 P VC � 11 1 / . w : '*I-. I - : �� \ < I I / I _ __j IC:. i - , - i 1. 00, 1 .E TOP X. A- -V P0%T#1 AI N4k2 421.5 STAiND-PlPf 1 .00, .001, rm-7- to Ile -j .7,ePARKING Rli4 .. .... 7t: 5: -WAt K V PROFILE 7W SHEET J 411 F) DSCAP� W47ER RUN V SEE SID 7 X E A,OL - - - - - -- - - - - - - - - - -- L17 I - - - - - - - - --- LU r - - - - - - - - - - --- I,- r - - - - - A7W MAI I r r A 5 V C.D. . ELEV.= S�A: 446.05 ROAD -A-1 Ir -/ sz, C 0 2� 4 5 V 144 p% L SEWER EASEMEN 6 VH 9 8 r 01 -0#4 >Y co/p N x �,00, L P#6 L - - - - L C, ? Cop zzz-z V �-� zz zi -346 -- - --- - - - - - - /i v Ll --I � - - -345-+ "E 659.181N\ N40'2948 Y f /01901"001co 101900002,30 5' LU 7 0190000300 '/'0190000400 70190000500 EDESTRIAN ACCESS ROADy A` EASEMENT -d P1 A A/ V1j=W HQRIZONTAL SCALr- 1 '=30 I I I ,_-,TOP OF 5;TEEP SLOPE 360 ------------ ------ ------ (o i ------LOW- -STA-.---3:F6&�60 360 Nt LOW P ELEV: 344.�2 PVl 3TA: 3+69.59 00 w PVl ELEV: 344.( 00 K: 19.39 ct: 0 dVC: 50.00 1 Im CN 0) U0 I I 't N , i LI) 0) V) 0 C� Ui! + Q- U� + + Uj PR OSED GRADE' rx 11 i i i + r-) + 2: to (n QP 21 El. GRADE, tn v V) !04 tn 0 > ---- ----- ........ 350 1. - -1 - - � PROPOSE-D-�GRADE 350 LAJ C31 > GRA C) (n iW� d -V 147. 3.5 IN. APPROX, EX. 8 WA TER 12" 31TOR 1.44% 1 10 " WA TER Lq C14 n,� CROSSING IL CROSSING ---cao N-G STA:0+012W 3.5'(MIN.) LE-344.39 0 APPROX. EX.-`� #WALL, 1-90r am 14 " SEWER WAM?' A1E7ER <i> i t . ................................... I�mff sum I STjk- i TAP CROSSING 0 4ZI4,61- - i + TIA\ 340 --------- 340 TRACT 'Dw APPKUX EX. 8"(Dq) WA TCR CROSSING - i #WAU.-! LO r pyCqm-1w) N6TALL- LE-4"30 -VW-e PWCL-lpO) WATER WATER AIAIN 86ND 1-8wX88)(6m* TEE APPROX. EX. 4 WTA� LU SEWER CROSSING 1-e 12LF,-FNLr HYDRMr &VOlL i THRUST AUM 1-w. am 1-r GATE VALVE I 7hqW BLOCK 11-AH.-S-L I THRUSr SLOW i ? i 1 --341.54 AIM AMW 2OLF-ir eWCL-150) W I -- - - --- 1---- --- 1� , , - -.- - - ---- -.- - - - - - --- -- - - - I ... I - - MigrAl 11 wryr-mr-tv 5HOWN ON m1:5E PLAWS OR NOT BY POTHOLING THE U77LI71ES AND SURVEYING THE HORIZONTAL AND VE 77CAL ir iVIVIMAUILIff ZW7ALL Or FULLY RESPONSIBLE FOR LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWNG U71LITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA77ON AND PROTEC71ON OF ALL EXIS77NG THE EXIS17NG U71LI77ES AT LOCA77ONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY KVETHER OR NOT CONFLICTS U77U77ES. THE CONTRACTOR SHALL VERIFY ALL U77LITY EXIST LOCA71ON OF SAID U71LI77ES AS SHOKN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCA77ONS PRIOR TO CONSTRUCRON BY CALLING THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING KITH CONSTRUC710N. HOURS PRIOR TO ANY EXCA'VA770N. 330 C4 co 0i ,1- -14- t roln ro M 0+00 0+30 WA TER RUN '7 C PROFILE VIEW HORIZONTAL SCALE. 1`30' VERTICAL SCALE. 1"=5' APPROVED FOR CONSTRUCTION JOB NUMBER BY: DATE: 8114 Director of Public Wo& Lu APPROVAL C� EXPIRES: 10000�x SCALE: 1"=30' 330 ct� :z BY 00 �0 317116 00 C) PROPOSED DUAL SERVICE WATER METER 0 15 30 60 PROPOSED FIRE HYDRANT C) LLJ 1-00 11LF-fW HYDRANT -qv.m 1-r GATE VALW VIRUST SLOW ---i oo W CL 0) 0 . r, 00 T- (C; VERTICAL DA TUM LO 0 0 -t LO v- r- 00 U) 12) CONTRACTOR TO VERIVi EXISTING PIPE LOCATION, TYPE, SIZE, AND BM: 1252 CA 00 0 to LO 4m In w C4 . 00 0) to C4 AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON CONTOUR INTERVAL=2' It AND PER DETAIL ON SHEET WD1. q- K) CONTRACTOR TO INSTALL FIRE HYDRANT ASSEUBLY AS SHOWN -q- (0 PO L6 Ui 1* n 4 -,t 4 -It LO It BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS LO i 4- LO It ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. SAND BEDDING IS REQUIRED AT ALL WATER MAIN AND STORMINATER CROSSINGS ell n OF YELM STANDARDS. CONTRACTOR TO COORDINATE WITH CITY OF V) V) n 1(i) CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTER AS SHOWN AND PER CITY OF YELM STANDARDS SEE 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 ROAD" A'y PROFILE VIEW HORIZONTAL SCALE, 1"=30' VERTICAL SCALE: 1"=5' (MUTY CONFUCT NOTE. CAUTION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXIS77NG UTILITIES CALL YOU DIG wryr-mr-tv 5HOWN ON m1:5E PLAWS OR NOT BY POTHOLING THE U77LI71ES AND SURVEYING THE HORIZONTAL AND VE 77CAL ir iVIVIMAUILIff ZW7ALL Or FULLY RESPONSIBLE FOR LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWNG U71LITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA77ON AND PROTEC71ON OF ALL EXIS77NG THE EXIS17NG U71LI77ES AT LOCA77ONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY KVETHER OR NOT CONFLICTS U77U77ES. THE CONTRACTOR SHALL VERIFY ALL U77LITY EXIST LOCA71ON OF SAID U71LI77ES AS SHOKN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCA77ONS PRIOR TO CONSTRUCRON BY CALLING THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING KITH CONSTRUC710N. HOURS PRIOR TO ANY EXCA'VA770N. 330 C4 co 0i ,1- -14- t roln ro M 0+00 0+30 WA TER RUN '7 C PROFILE VIEW HORIZONTAL SCALE. 1`30' VERTICAL SCALE. 1"=5' APPROVED FOR CONSTRUCTION JOB NUMBER BY: DATE: 8114 Director of Public Wo& Lu APPROVAL C� EXPIRES: 10000�x SCALE: 1"=30' [Lcuo- ct� :z BY 00 �0 317116 00 C) PROPOSED DUAL SERVICE WATER METER 0 15 30 60 PROPOSED FIRE HYDRANT C) LLJ CONSTRUCPON NOTES ---i W CL CONTRACTOR TO CONNECT TO EXISTING 21LF- 8" WATER STUB AS Cr Ln SHOWN AND PER CITY OF YELM STANDARDS. CONTRACTOR TO VERTICAL DA TUM zz� C� REMOVE UNUSED PORPON OF EX STUB PER CITY OF YELM THURSTON COUNTY j tL-,j STANDARDS. NGVD 29 12) CONTRACTOR TO VERIVi EXISTING PIPE LOCATION, TYPE, SIZE, AND BM: 1252 CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY CASED CONCRETE MONUMENT KITH BRASS DISCREPANCIES. CAP @ INTERSECTION OF YELM AVE, & TAHOMA BLVD. CONTRACTOR TO INSTALL TYPICAL 5/8- WATER SERVICE AND BOX ELEV. 347.21 AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON CONTOUR INTERVAL=2' SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONTRACTOR TO INSTALL FIRE HYDRANT ASSEUBLY AS SHOWN AND PER DETAIL ON SHEET WD1. LEGEND CONTRACTOR TO INSTALL TYPICAL 518- DUAL WATER SERVICE AND P�4! PROPERTY LINE CL R74 I?1W LINE Cr 1---ASEMENT LINE CL ADDITIONAL 10' LiTiLITIES EASEMENT PROPOSED SANITARY SEWER MANHOLE SS- PROPOSED 2" STEP SERVICE PROPOSED 2" STEP SERWCE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER n --- 456--- PROPOSED CONTOUR 4 5 6, - - - 1---XISTING CONTOUR LO EXISTING EDGE OF PAVEMENT Cq Q) EXISTING STORM MANHOLE D------D E-XISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE (j cr) S-, ....s 1-!XIS77NG SANITARY SEWER MAIN CL z El E-XISTING CA TCH BASIN N g 0) -0- 1---XISTING POWER POLE E-XISTING WA TER GA TE VALVE 1--XIS77NG FIRE HYDRANT 1--XIS77NG WA TER MAIN UL ------- JDPt)JDt)<'Pf) WATP*P AdAMI REWSION BLOCK 0 PIPE NAME 0 PROPOSED PIG PORT DAM DESCRIP77ON BY PROPOSED SINGLE SERVICE WATER METER 317116 PER CITY OF YELM COMMENTS PROPOSED DUAL SERVICE WATER METER PROPOSED FIRE HYDRANT LLJ CONSTRUCPON NOTES ---i 0 CONTRACTOR TO CONNECT TO EXISTING 21LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM STANDARDS. CONTRACTOR TO REMOVE UNUSED PORPON OF EX STUB PER CITY OF YELM STANDARDS. 12) CONTRACTOR TO VERIVi EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO INSTALL TYPICAL 5/8- WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. CONTRACTOR TO INSTALL FIRE HYDRANT ASSEUBLY AS SHOWN AND PER DETAIL ON SHEET WD1. CONTRACTOR TO INSTALL TYPICAL 518- DUAL WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. SAND BEDDING IS REQUIRED AT ALL WATER MAIN AND STORMINATER CROSSINGS CONTRACTOR TO DECOMMISSION EXISTING WATER METER PER CITY OF YELM STANDARDS. CONTRACTOR TO COORDINATE WITH CITY OF YELM WATER DEPARTMENT. 1(i) CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTER AS SHOWN AND PER CITY OF YELM STANDARDS SEE NOTES AND DETAILS ON SHEETS WD01 & WD02. REWSION BLOCK NO. DAM DESCRIP77ON BY 1 317116 PER CITY OF YELM COMMENTS GJM S.MI 4w .r ...6f TA 55 A� lot DA TE 3-14-16 DRA WING NO. W1 8114BASE tSHEE T JA OF 15 GENERAL WATER NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE KITH 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 REQUIRFS A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUC71ON MEE77NG 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. J. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS. POLYV7NYL 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 SPECIFICA77ONS SEC77ON 9-,30.1(5)8. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET 774E 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 SEC71ON 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, DUC71LE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1116-INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSIIAWWA ClD41A21.4-90, AND MEET THE REQUIREMENTS OF INSDOT STANDARD SPECIFICATIONS SECTION 9-30.2.(l). SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) MTH 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 R1W 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 AW. HYDRANTS SHALL BE BAGGED UN77L SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). Z ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CON77NUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLAS77C 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 ADD177ON TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE -UF- SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THF PIPL, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL. ALL LOCATOR KIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTC0, 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERV?CE LINE LOCA77ONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 114 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 N077CE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNEC77ON POINTS WILL BE EXPOSED BY CONTRACTOR Atir� FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBU71NG 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 EXIS77NG VALVE FAILS TO PASS THE TEST THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXIS77NG SYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLE77ON 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 ONS17E DURING CONSTRUCTION. 16. ANY REVISIONS MADE TO 774ESE 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 ANDIOR OMISSIONS ON THESE PLANS. I Top view Iting nut , C: I-Limits of payment �1_2 5. " , N. Paint Hydrant Weather shield MIN. Sun Yellow High and Hydrant Lock Grade Enamel Bonnet # 13312 21/2"Hose conmection with threads I U_ HYDRANT OFFSET 4 1 /z" Steamer connecilon with NST threads See valve box and & 5" Storz adapter valve stem detail- 4-1 Style S-37 w/SC cap 6-11 18"-24" Ground ;uit Siandpipe french depth 3' Minimum 6" Flanged fire hydrant tee Each Pf Joint 6" #1106 BAA lron,_� 8" Inc. Megalug -6" Class 52 ductile iron Pipe cut to length 6" gote valve, IFIL X MJ See note below Varies 4"xB% 16" concrete block Hydrant shoe Backfill to top of drain ring housinv bolts with 2" washed rock as shown Plastic barrier between 6' x 6' sheet of 11 mil. plastic or con- thrust block and tee Notes struction fabric, covering 2" washed roc� Concrete thrust block I . Hydrants sholl be located in cast-in-place against accordance with Section 6.060. fitting only In addition, a minimum three foot radius unobstructed working area shall be provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion or DEPT. OF PUBLIC WORKS American AVK Series 2780 or Mueller Centurion 3. Cate valves sholl be resilient wedge FIRE HYDRANT NRS with O-ring seals. Valve ends shall oe Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509-80. APPRM�n DWG. NO. Valves shall be Mueller M&H, Kennedy, 717 --e- Clow R/W or Waterous Series 500. Pk)BL?C WORKS DIRECTOR DATE 6-7 4. Fire Hydrant lock payment is required DE city will order and insfall. CKD. DATE JEG TP 4/2007 RESTORATION DEPTH VARIES TRACE TAPE 12" TO 16" UNDER LID - *MIDSTATES Bcr-`14116 11 n ALL VALVES MUST HAVE 14 GUAGE INSULATED BOX- *MIDSTATES BCF-14169 COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN-SIMILAR FINISHED GRADE *OR PRE APPROVED EQUAL DEAD END SERVICE SADDLE METER BOX VALVE STEM EXTENSION LEGEND TOP VIEW (D VALVE OPERATING NUT OR 1 7/8" ROMAC 202S OR 16" TRENCH BACKFILL SEE NOTE 1, 2, 3 TRACER MRE (SEE GENERAL WATER NOTES NO, 7) & ROCKWELL 313 1,000 6 MIN. I BEDDING MA TERIAL SEE NQ,'L'- 4 6 MIN, SIDE VIEW 0 2"X2"X 3/16" SQUARE STRUCTURAL VALVE BOX UNDISTURBED SojL ca LO NUT. LENGTH AS REOUIRED. SIDE VIEW APPROV�� DWG. NO. TEE NOTE: GATE VALVE 1" x 11" FORD PACK JOINT OR GRIP 10,100 TIM I I ES TP T4/2007 6" SDR 21 PVC PIPE CORPORATION STOP 7111 > 2Y# SLOPE To BOX Ln CONFORMING TO ASTM A P C CSTC -� 124"TO EOTE -OFBOXI 0 V 0/77 23,600 3034. RISER PIPE TO BE PLUMB AND CENTERED 6,100 X x , 16 > 11" POLYETHYLENL LINE 15,700 7,900 OVER VALVE STEM. CROSS WITH CROSS WITH PLUG OR CAP a- z PLUGS 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE X '4t 12" SAND AND GRAVEL 32,000 LBS -r* 3000 LB/S.F. = 10.7 S,F. OF AREA SALL VALVE (CURB STOP) OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE WITH PACK JOINT I 200psi P.E. PIPE 12* SAFE SOIL BEARING LOADS P� METER __��VALVIE 45* 90' POUNDS PER 2% SLOPE TO BOX SOIL SQUARE FOOT VERTICAL BEND DEPT. OF PUBLIC WORKS 24" TO EDGE OF BOX CHECK VALVE SOFT CLAY 1,000 CITY OF YELM, WASHINGTON SAND 2,000 DEPT. OF PUBLIC WORKS REQUIRED WHEN MAX. SAND & GRAVEL 4,000 CEMENTED WITH Vli�! 1 - CONCRETE THRUST BLOCKING TO BE CURB PUBLIC WOR S DIRECTOR 36" IS EXCEEDED INSIDE PAVED ROADWAY M TER X 2. PLASTIC BARRIER SHALL BE PLACED BE- (LENGTH VARIES) D, 4 < APPROA DWG_ NO. 3. ANCHOR REBAR SHALL 12" 6-13 DIAMETER. PUBLIC WORKS DIRECTOR DE S. OWN. D. DATE ES JEC T TP 4/2007 14 GAUGE INSULATED COPPER TONING WIRE NRAPPED AROUND THE PIPE (SEE GENERAL NOTES NO, 7) 12" 1" x 1" FORD PACK JOINT CORPORATION STOP TYPE FB I I I 1" PLASTIC LINE (USE 200 FORD V8H 72-ISW 5/8"x 3/4' 22/2' PSI PHILLIPS DRISCO PIPE COPPER METER SETTER WIT14 5100 POLYETHYLENE PIPE) CHECK VALVE, UNION NUT AND SWIVEL FOR CONNECTING FORD 861-444 BALL VALVE I " IRON PIPE WITH PACK JOINT & FEMALE --FORD U88-43 BRANCH PIECE, OR EQUAL I,P. THREADS 7 1/2" WITH MALE I,P. INLET AND COUPLING SERVICE SADDLE FOR CONNECTIONS TO METER SETTER CITY OF YELVI, WASHINGTON OF PUBLIC W ORKS; NOTES -DEPT. - - 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK �1 5/8 DUAL JOINTS AND GRIP, 2. ALL SERVICE SADDLES SHALL HAVE RUBBER METER SERVICE GASKET AND LP, THREADS. APPROVE DWG_ NO, PUBLIC WORKS DIRECTOR DATE 6-2 DWN. CKD. D _ES IJEG I TP 4/200 Top view Iting nut , C: I-Limits of payment �1_2 5. " , N. Paint Hydrant Weather shield MIN. Sun Yellow High and Hydrant Lock Grade Enamel Bonnet # 13312 21/2"Hose conmection with threads I U_ HYDRANT OFFSET 4 1 /z" Steamer connecilon with NST threads See valve box and & 5" Storz adapter valve stem detail- 4-1 Style S-37 w/SC cap 6-11 18"-24" Ground ;uit Siandpipe french depth 3' Minimum 6" Flanged fire hydrant tee Each Pf Joint 6" #1106 BAA lron,_� 8" Inc. Megalug -6" Class 52 ductile iron Pipe cut to length 6" gote valve, IFIL X MJ See note below Varies 4"xB% 16" concrete block Hydrant shoe Backfill to top of drain ring housinv bolts with 2" washed rock as shown Plastic barrier between 6' x 6' sheet of 11 mil. plastic or con- thrust block and tee Notes struction fabric, covering 2" washed roc� Concrete thrust block I . Hydrants sholl be located in cast-in-place against accordance with Section 6.060. fitting only In addition, a minimum three foot radius unobstructed working area shall be provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion or DEPT. OF PUBLIC WORKS American AVK Series 2780 or Mueller Centurion 3. Cate valves sholl be resilient wedge FIRE HYDRANT NRS with O-ring seals. Valve ends shall oe Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509-80. APPRM�n DWG. NO. Valves shall be Mueller M&H, Kennedy, 717 --e- Clow R/W or Waterous Series 500. Pk)BL?C WORKS DIRECTOR DATE 6-7 4. Fire Hydrant lock payment is required DE city will order and insfall. CKD. DATE JEG TP 4/2007 RESTORATION DEPTH VARIES TRACE TAPE 12" TO 16" UNDER THE FINAL GRADE. 11 n ALL VALVES MUST HAVE 14 GUAGE INSULATED 90* BEND COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN-SIMILAR FINISHED GRADE EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR DEAD END UP, METER BOX VALVE STEM EXTENSION LEGEND TOP VIEW (D VALVE OPERATING NUT OR 1 7/8" OUTSIDE PAVED AREA 'W//,' X 1 7/8" X 2" HIGH GRADE STEEL TRENCH BACKFILL SEE NOTE 1, 2, 3 TRACER MRE (SEE GENERAL WATER NOTES NO, 7) & Q 3/16" Thk X 5 1/5" OIA STEEL DEPT. OF PUBLIC WORKS 1,000 6 MIN. I BEDDING MA TERIAL SEE NQ,'L'- 4 6 MIN, SIDE VIEW 0 2"X2"X 3/16" SQUARE STRUCTURAL VALVE BOX UNDISTURBED SojL NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NARVE 6ACKFILL SHALL CONSIST OF CRUSHED, PROCES,(SED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIC)US TYPES OF WOOO WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTER1571CS OF SIZE ANo SHAPE THAT IT MLL COMPACT READILY COMPACT. ,3. NATIVE TRENCH BACKFJLL MATERIAL $HALL BE SORTED OR SCREENED So THAT THE MAXIMUM AGGREGATE SHALL 15 6-iNCHES. + PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUEISTunoNs wu BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM TH(F CITY OF yEtA& 5� WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THF CITY, TRENCH BACKFILL SHALL MEET THE WSOOT STANDARD SPECIFICATIONS FOR, THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN rRENCH & BEDDING ARPROVK, DWG. NO. PUBLIC WORKS DIRECTOR DATE -0- -1 OWN. CKL). DATE IL ES I JEG I TP 14/ 2 O�O �7 MJTY CONFUCT NOTE. CAUWN. CAU BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXIS77NG UTIL177ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTIL177ES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FUCLY RESPONSIBLE FOR LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCATION AND PROTECTION, OF ALL EXISTING THE EYJS77NG UTILITIES AT LOCA77ONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHE774ER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SH�4LL VERIFY ALL U71LITY EXIST LOCATION OF SAID U71LITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCATIONS PRIOR TO CONSTRU(.nON By CALLING THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A A41NIMUM OF 48 ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVATION. 7 YL ER TEHRA CE SW 114, NW 114, SEC.19, TWN.17 N., RNG. 2 El WM. THURSTON COUNTY. WASHINGTON I , P , I I . RECESSED HANDLE TYPE COVER rINLAND FOUNDRY #248 6 3��4r/ VALVE BOX WITH 10" 8 3/4" "WATER" CAST IN LID OR OFC0910 SECTION 0 NOTE: TRENCH BOTTOM 11 n ALL VALVES MUST HAVE 14 GUAGE INSULATED 90* BEND COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN-SIMILAR FINISHED GRADE EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR DEAD END UP, METER BOX VALVE STEM EXTENSION LEGEND TOP VIEW (D VALVE OPERATING NUT OR 1 7/8" OUTSIDE PAVED AREA 'W//,' X 1 7/8" X 2" HIGH GRADE STEEL J WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON 14" Q 3/16" Thk X 5 1/5" OIA STEEL DEPT. OF PUBLIC WORKS 1,000 TRACER WIRE 2,600 SHAFT. STANDARD SIDE VIEW 0 2"X2"X 3/16" SQUARE STRUCTURAL VALVE BOX 10" OR 18" ca LO NUT. LENGTH AS REOUIRED. SIDE VIEW APPROV�� DWG. NO. TEE NOTE: GATE VALVE SEAL WITH AR400OW 10,100 _uA FILLET WELD ALL AROUND. DES. - __-T CKD. - T�Wr I I ES TP T4/2007 6" SDR 21 PVC PIPE 12" MAX. 7111 > 2Y# SLOPE To BOX Ln CONFORMING TO ASTM A P C CSTC -� 124"TO EOTE -OFBOXI 0 V 0/77 23,600 3034. RISER PIPE TO BE PLUMB AND CENTERED 6,100 X x , 16 > 3D,800 15,700 7,900 OVER VALVE STEM. CROSS WITH CROSS WITH PLUG OR CAP a- z PLUGS 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE X 12" SAND AND GRAVEL 32,000 LBS -r* 3000 LB/S.F. = 10.7 S,F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE 12" I 200psi P.E. PIPE 12* SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH __��VALVIE 45* 90' POUNDS PER BALLAST-/ SOIL SQUARE FOOT VERTICAL BEND DEPT. OF PUBLIC WORKS STEM RISER 0.,5' CONCRETE CL 3000 SOFT CLAY 1,000 CITY OF YELM, WASHINGTON SAND 2,000 DEPT. OF PUBLIC WORKS REQUIRED WHEN MAX. SAND & GRAVEL 4,000 CEMENTED WITH STANDARD 1 - CONCRETE THRUST BLOCKING TO BE CLAY PUBLIC WOR S DIRECTOR 36" IS EXCEEDED INSIDE PAVED ROADWAY BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- (LENGTH VARIES) 0 DUAL METER BOX PLACEME 2% SLOPE TO BOX li4" TO EDGE OF ROXI IPROPERTY METER BOX CENTERED LINE ON EXTENDED LOT LINE 12" _J _T I.., P. �oopsi_\ 12" E. PIPE a. 0 12- w Cc 0 C1 TY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL METER PLACEMENT W/SIDEWALK APPROV D UWG. NO. PUBLIC WORKS DIRECTOR �T,-E 6-6 DES. Dw�i CKO. DATE ES JEC TP 4/2007 4 4 4" SCHEDULE 40 STEEL OR W REINFORCED CONCRETE MARKER POST STAMPED WITH "W' AND DISTANCE TO VALVE 3' POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR A > CEMENT CONCRETE CLASS 3000 *,-4- SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZOf4ES) 4" DIAMETER SCHEDULE---a-- 20 STEEL POST FILLED WITH CONCRETE 7 NOTE: 3' 1. LOCATE POSTS '9' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE 11 ENAMEL (SAME COLOR AS HYDRANT- SEE DETAIL 6-7) 4' 2- CITY OF YEILM, WASHINGTON CEMENT CONCRETE DEPT. OF F?UBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL APPROY DWG. NO. HYDRANT BOLLARD �� k- !� - 6-12 PUBLIC WORKS DIRECYOR DATE DES. DWN. CKD. DATE JEG TP 4/2007 APPROVED METLLdaA LID - *mtoswEs BCF-1416 BOX- *mIDSTATES BCF-14168 'OR PRE APP`F?OVED EQUAL SEROCE SADDLE ROMAC 2025 OR ROCKWELL 31.3 METER BOX z 1"4 1' FOHO GRIP JOINT CORPORAT70N STOP TYPE F11 1101 I" PLASTIC LINE (USE 200 PSI OR7 PHILLIPS DPISCO PIPE 5100 POLYETHYLENE PIPE) 1 2% SLOPE TOBOX 24" TO EDGE OF BOX CURB T1;1.b-._ 14 GAUGE INSULATED COPPER TONING MRE WRAPPED AROUND THE PIPE (SEE GENERAL NOTES NO. 7) 70 U61-444--G, GRIP FOR 22'/2 JOINT BY I.P THREADS- + URASS BUSHING I"X314`- 314"X12" BRASS NIPPLE - I"x I" FORD GRIP UOIN T CORPORA TION STOP TYPE FS 1101 SERVICE SADDLE NOTES: 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS AND CRIP� 2. ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS. METER ' CHECK vAkLVE 14" 12" N-roRD VSH 72-15N 518"x 314" COPPER METER SETTER WITH CHECK VALVE AND UNION NUT AND SWIVEL FOR CONNEC71NC I" IRON PIPE OR EQUAL CITY ff YELM, WASHINGTON --DEPT. OF PUBLIC WORKS 5/8" SINGLE METER SERVICE APPRO'V,'E',ID DWG. NO. PUBLIC WORKS PIRECTOR DATE 6-1 DES. ES JEG TP 4/2007 APPROVEDFOR CONSTRUCTION 22B NUMBER 8114 BY: DATE: Director of Public Works APPROVAL C� EXPIRES: >31 NOTE: TRENCH BOTTOM 11 n ALL VALVES MUST HAVE 14 GUAGE INSULATED 90* BEND COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN-SIMILAR < EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR DEAD END EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. METER BOX VALVE STEM EXTENSION LEGEND TOP VIEW (D VALVE OPERATING NUT OR 1 7/8" Z X 1 7/8" X 2" HIGH GRADE STEEL J WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON 14" Q 3/16" Thk X 5 1/5" OIA STEEL DEPT. OF PUBLIC WORKS 1,000 GUIDE PLATE WELDED TO RISER 2,600 SHAFT. STANDARD SIDE VIEW 0 2"X2"X 3/16" SQUARE STRUCTURAL VALVE BOX STEEL TUBING TO FIT OPERATING ca LO NUT. LENGTH AS REOUIRED. SIDE VIEW APPROV�� DWG. NO. TEE NOTE: GATE VALVE ALL WELDS TO SHAFT SHALL BE 114" PUBLIC WORKS DIRECTOR TE 6-11 10,100 _uA FILLET WELD ALL AROUND. DES. - __-T CKD. - T�Wr I I ES TP T4/2007 DUAL METER BOX PLACEME 2% SLOPE TO BOX li4" TO EDGE OF ROXI IPROPERTY METER BOX CENTERED LINE ON EXTENDED LOT LINE 12" _J _T I.., P. �oopsi_\ 12" E. PIPE a. 0 12- w Cc 0 C1 TY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL METER PLACEMENT W/SIDEWALK APPROV D UWG. NO. PUBLIC WORKS DIRECTOR �T,-E 6-6 DES. Dw�i CKO. DATE ES JEC TP 4/2007 4 4 4" SCHEDULE 40 STEEL OR W REINFORCED CONCRETE MARKER POST STAMPED WITH "W' AND DISTANCE TO VALVE 3' POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR A > CEMENT CONCRETE CLASS 3000 *,-4- SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZOf4ES) 4" DIAMETER SCHEDULE---a-- 20 STEEL POST FILLED WITH CONCRETE 7 NOTE: 3' 1. LOCATE POSTS '9' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE 11 ENAMEL (SAME COLOR AS HYDRANT- SEE DETAIL 6-7) 4' 2- CITY OF YEILM, WASHINGTON CEMENT CONCRETE DEPT. OF F?UBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL APPROY DWG. NO. HYDRANT BOLLARD �� k- !� - 6-12 PUBLIC WORKS DIRECYOR DATE DES. DWN. CKD. DATE JEG TP 4/2007 APPROVED METLLdaA LID - *mtoswEs BCF-1416 BOX- *mIDSTATES BCF-14168 'OR PRE APP`F?OVED EQUAL SEROCE SADDLE ROMAC 2025 OR ROCKWELL 31.3 METER BOX z 1"4 1' FOHO GRIP JOINT CORPORAT70N STOP TYPE F11 1101 I" PLASTIC LINE (USE 200 PSI OR7 PHILLIPS DPISCO PIPE 5100 POLYETHYLENE PIPE) 1 2% SLOPE TOBOX 24" TO EDGE OF BOX CURB T1;1.b-._ 14 GAUGE INSULATED COPPER TONING MRE WRAPPED AROUND THE PIPE (SEE GENERAL NOTES NO. 7) 70 U61-444--G, GRIP FOR 22'/2 JOINT BY I.P THREADS- + URASS BUSHING I"X314`- 314"X12" BRASS NIPPLE - I"x I" FORD GRIP UOIN T CORPORA TION STOP TYPE FS 1101 SERVICE SADDLE NOTES: 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS AND CRIP� 2. ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS. METER ' CHECK vAkLVE 14" 12" N-roRD VSH 72-15N 518"x 314" COPPER METER SETTER WITH CHECK VALVE AND UNION NUT AND SWIVEL FOR CONNEC71NC I" IRON PIPE OR EQUAL CITY ff YELM, WASHINGTON --DEPT. OF PUBLIC WORKS 5/8" SINGLE METER SERVICE APPRO'V,'E',ID DWG. NO. PUBLIC WORKS PIRECTOR DATE 6-1 DES. ES JEG TP 4/2007 APPROVEDFOR CONSTRUCTION 22B NUMBER 8114 BY: DATE: Director of Public Works APPROVAL C� EXPIRES: >31 b +v4& 11 n LU 90* BEND 16" < 1777/ DEAD END DIAMETER METER BOX TOP VIEW TOP MEW Z OR TEE J 3.600 14" WYE 1,000 <,< 2,600 6" SIDE VIEW 4,400 %R\\ &/K ca LO SINGLE METER SIDE VIEW P, � I TEE CROSS GATE VALVE BOX PLACEMENT 10,100 Lr_ 22,300 12,100 6,200 12" MAX. 7111 12 11 2Y# SLOPE To BOX Ln PROP LINL In Zi 124"TO EOTE -OFBOXI 14" 0/77 23,600 12,100 6,100 X x , 16 57,000 3D,800 15,700 7,900 TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE X 12" SAND AND GRAVEL 32,000 LBS -r* 3000 LB/S.F. = 10.7 S,F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE 12" I 200psi P.E. PIPE 12* DUAL METER BOX PLACEME 2% SLOPE TO BOX li4" TO EDGE OF ROXI IPROPERTY METER BOX CENTERED LINE ON EXTENDED LOT LINE 12" _J _T I.., P. �oopsi_\ 12" E. PIPE a. 0 12- w Cc 0 C1 TY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL METER PLACEMENT W/SIDEWALK APPROV D UWG. NO. PUBLIC WORKS DIRECTOR �T,-E 6-6 DES. Dw�i CKO. DATE ES JEC TP 4/2007 4 4 4" SCHEDULE 40 STEEL OR W REINFORCED CONCRETE MARKER POST STAMPED WITH "W' AND DISTANCE TO VALVE 3' POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR A > CEMENT CONCRETE CLASS 3000 *,-4- SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZOf4ES) 4" DIAMETER SCHEDULE---a-- 20 STEEL POST FILLED WITH CONCRETE 7 NOTE: 3' 1. LOCATE POSTS '9' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE 11 ENAMEL (SAME COLOR AS HYDRANT- SEE DETAIL 6-7) 4' 2- CITY OF YEILM, WASHINGTON CEMENT CONCRETE DEPT. OF F?UBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL APPROY DWG. NO. HYDRANT BOLLARD �� k- !� - 6-12 PUBLIC WORKS DIRECYOR DATE DES. DWN. CKD. DATE JEG TP 4/2007 APPROVED METLLdaA LID - *mtoswEs BCF-1416 BOX- *mIDSTATES BCF-14168 'OR PRE APP`F?OVED EQUAL SEROCE SADDLE ROMAC 2025 OR ROCKWELL 31.3 METER BOX z 1"4 1' FOHO GRIP JOINT CORPORAT70N STOP TYPE F11 1101 I" PLASTIC LINE (USE 200 PSI OR7 PHILLIPS DPISCO PIPE 5100 POLYETHYLENE PIPE) 1 2% SLOPE TOBOX 24" TO EDGE OF BOX CURB T1;1.b-._ 14 GAUGE INSULATED COPPER TONING MRE WRAPPED AROUND THE PIPE (SEE GENERAL NOTES NO. 7) 70 U61-444--G, GRIP FOR 22'/2 JOINT BY I.P THREADS- + URASS BUSHING I"X314`- 314"X12" BRASS NIPPLE - I"x I" FORD GRIP UOIN T CORPORA TION STOP TYPE FS 1101 SERVICE SADDLE NOTES: 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS AND CRIP� 2. ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS. METER ' CHECK vAkLVE 14" 12" N-roRD VSH 72-15N 518"x 314" COPPER METER SETTER WITH CHECK VALVE AND UNION NUT AND SWIVEL FOR CONNEC71NC I" IRON PIPE OR EQUAL CITY ff YELM, WASHINGTON --DEPT. OF PUBLIC WORKS 5/8" SINGLE METER SERVICE APPRO'V,'E',ID DWG. NO. PUBLIC WORKS PIRECTOR DATE 6-1 DES. ES JEG TP 4/2007 APPROVEDFOR CONSTRUCTION 22B NUMBER 8114 BY: DATE: Director of Public Works APPROVAL C� EXPIRES: >31 b +v4& 11 n LU 90* BEND 45' BEND < 1777/ DEAD END DIAMETER TOP VIEW TOP MEW TOP i VIEW OR TEE J 3.600 1000 WYE 1,000 <,< 2,600 6" SIDE VIEW 4,400 %R\\ &/K ca LO SIDE VIEW SIDE VIEW P, � I TEE CROSS GATE VALVE HORIZ. BEND 10,100 Lr_ 22,300 12,100 6,200 7. 7111 12 11 32,000 Ln 8,900 In Zi 22,700 14" 0/77 23,600 12,100 6,100 X x , 16 57,000 3D,800 15,700 7,900 TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE X EXAMPLE : 12" - 90- BEND IN SAND AND GRAVEL 32,000 LBS -r* 3000 LB/S.F. = 10.7 S,F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET 45* 90' POUNDS PER SOIL SQUARE FOOT VERTICAL BEND DEPT. OF PUBLIC WORKS MUCK, PEAT 0 SOFT CLAY 1,000 CITY OF YELM, WASHINGTON SAND 2,000 DEPT. OF PUBLIC WORKS NOTES: SAND & GRAVEL 4,000 CEMENTED WITH STANDARD 1 - CONCRETE THRUST BLOCKING TO BE CLAY PUBLIC WOR S DIRECTOR POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPROA DWG_ NO. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM I n!--- 6-13 DIAMETER. PUBLIC WORKS DIRECTOR DE S. OWN. D. DATE ES JEC T TP 4/2007 THRUST LOADS_ THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE LU 90* BEND 45' BEND 22-1/2' BEND 11-1/4' BEND� DEAD END DIAMETER LO OR TEE J 3.600 1000 CL 1,000 500 2,600 6" 8,000 4,400 21300 ca LO 5,700 all LO 7,700 41000 2,000 10,100 Lr_ 22,300 12,100 6,200 3,100 7111 12 11 32,000 Ln 8,900 In Zi 22,700 14" 0"4- 23,600 12,100 6,100 30,800 16 57,000 3D,800 15,700 THRUST LOADS_ THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90* BEND 45' BEND 22-1/2' BEND 11-1/4' BEND� DEAD END DIAMETER C�d OR TEE 4 *k 3.600 1000 U) 1,000 500 2,600 6" 8,000 4,400 21300 1.200 5,700 all 14,300 7,700 41000 2,000 10,100 loll 22,300 12,100 6,200 3,100 15,800 12 11 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 30,800 16 57,000 3D,800 15,700 7,900 40,300 NOTES: 1 . BLOCKING $HALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90- BEND IN SAND AND GRAVEL 32,000 LBS -r* 3000 LB/S.F. = 10.7 S,F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER SOIL SQUARE FOOT CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS MUCK, PEAT 0 SOFT CLAY 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH L DWG. NO. 6-14 CLAY PUBLIC WOR S DIRECTOR HARD SHALE 10,000 - -1 DES- OWN. TEDATE2007 4/ REVISION BLOCK NO. DAM DESCRIP77ON BY 1 317116 PER CITY OF YELM COMMENTS GJM C�d U) V) 0 P-Z CL DA TE 3- 14-16 DRA WING NO. WD01 8114BASE ISHEE T 1,� OF 1-6 Q) C�d U) CL r, � Q) V) 0 P-Z CL DA TE 3- 14-16 DRA WING NO. WD01 8114BASE ISHEE T 1,� OF 1-6 �,_ .�. �, ..._ 1 ��y_., J ��a �'�� _� \� i �� ;_�w� �' 12" F� 6 FOOT HIGH NTS. llx� ", I ' HARDWARE TO D GALVANIZED WOLMANIZED PINE 3ETTER D PLANKJl TO BE CEDAR D BOARD FENCE DETAIL (b Z M Z S-T_G�RMIPARK 0 N3 52 7 (JI, LL_4� f#1 .31 SITE FURNISHINGS SCHEDULE DECIDUOUS TREES SYMBOL QTY DESCRIPTION Play Structure - Shallow Mount 6 Mo.- 5 Yr. Olds Color Owner's Choice SiteScapes Picnic Table -Avondale 6' rectangular picnic table 72" x 30" recycled plastic slats Surface mount SiteScapes Bench Avondale 6' recycled plastic slats Surface mount PLANTERS UP To 7 1 "DE TREE TIE ("Pri TREE TRIM. \r , - -1 (TYR) SUPPLIER / MANUFACTURER Cascade Recreation (253-566-1320) Install Per Manufacturer's Specifications Cascade Recreation (253-566-1320) Install Per Manufacturer's Specifications Cascade Recreation (253-566-1320) Install Per Manufacturer's Specifications PLUMS � 7' PLANTERS > 10' To 10' WOE WIDE TURF CENTER IN PLAXYER CENTER IN P� I r RUMM MEE TIE (12 Gk) (FAS"N GLY) &A" PER THERvor S-1,L 3) I" BELOW MERGER A" EP FORMED CONCRETE OR C X 4* PRESSURE TREATED DOUGLAS PER HEADER 5/0' PREDIN *EMR 24' I= Top OF so I Fix KEE 411. 12 DEEP TOP r7\\ I a)UU2X2 STAKES 00 APMVED� SPACED EVENLY OUPRIDE OF ROOT ll PARALLEL M ROAD. GENERAL NOTES: 1. TH NOW MANNER PANEL EF-2450 (24'H 24 EL) BY Has OR APPROVED EOLLU. SHALL K INEsDALUED 13' ON CENTER AND 4" K� THE rlMl CKADE 2r DEEP ONE 80" SIDE OF THETRIEL 2. EACH HEADER SHALL BE KMRM WITH YANG 05 K&M. MULCH TO DEPTH — SPECIFIED IN NOTES FORM CONTINUOUS RIM BACKFILL W1 BACKFILL MIXTURE AS INDICATED IN NOTE IN 9" LAYERS WATER AND TAMP TO REMOVE AIR POCKETS 2 X BALL DIA n . . . . . . . . . . .)TSTAKES-2 Ektrini.) BARRIER PANEL 'i (2rH x 2a gy — ON __ SHALL K INSTALLED Is, Oil CENTER AND 4 . BELOW 11 FINISH GRADE Z11 ' DEEP ON Il SIDES OF THE TREE. PLANT 2' AWVE TREE WELL (KEEP . I- jaii (REMOVE "RI "31117 OR co"� SEARLAP. WITH 2* TO 3' OF SAM MULCH. IESER MuLCH 3" 71 1 E0, UE" NPLOCWTIMMUPA"M Good MOUND OF TOP SOIL 1ACI`r1LL TREt-gliolijifrER AND BARRIER IN PLANTER STRIP _7 GRED GME ce CAMM ow Di REMOVE ALL WIRE WRAP AND PLASTIC WRAP. REMOVE BURLAP FROM TOP OF ROOT BALL MULCH &TOPSOL OR AMENDED BASE, REFER TO N E FOR DEPTH N a.. REM._ I'' OT S . LL W-E I 71r_�1LISAL' WIRE AN RD U R LAP OFF OF TOP F R. TBA'L 7 NOTES 1� PLANTING BACKFILL Efl% EXISTING SOIL, 50% 114 MINUS COMPOST, MIXED THOROUGHLY 2 FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GENERAL LANDSCAPE NOTES T. Contractor—is responsible for obtaining all necessary permits from the appropriate agency prior to commending work. Contractor shall contact Line Locators (811) a min of 48 hours prior to any digging or trenching If there are any discrepancies ath existing lines and landscaping it is the Contractor's responsibility to contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, Schedules and any other project related requirements. 2. Contractor shall coordinate directly ath the landscape architect for all landscape related issues, concerns nspections an approvals. Contractor shall provide the landscape architect with a written request for a site visit to address any related items 1 Scope of work shall include any and all specified and unspecified but related incidental work to achieve the design indicated an the landscape plans. All labor materials, subcontractors equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless dma�ed otherwise by the general contractor or landscape architect 4� Contractor to Verify all sub grades are set below required amendments to insure the finished grade all match what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system mth positive drainage away from all structures, 5, Grade Preparation: All planting areas shall be cleaned of all construction and native debris rocks V and larger, and any other objects considered hammul to plant life. The debris shall be hauled off Site All planting bed areas shall have the soil rototilled to a depth of 6 inches prior to topsoil installation. Lawn Areas to receive a min. 4" layer of sandy loam topsoil (3 -way mix or equivalent) free of we,eds sticks, rocks, and other debris. Planting bed Areas to receive a min. 6" layer of Randy loam topsoil (3-way mix or equivalent) free of weeds sticks, rocks, and other debris. Contractor responsible for ensuring appropriate sub grade exists in all parking area planters. If sub grade is inadequate, it is contractors responsibility to coordinate costs and work required to prep beds for planting. 6. Mulching: All planting pits to receive a minimum of 3" of Medium grind black bark mulch. Top of all Mulching shall be below - flush to the top of all paving surfaces, Provide for a min. 6" clearance of all mulches and layins that are immediately adjacent to any building faces measured from the bottom at siding to the top of landscape surface 7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any field modifications shall be done by the landscape architect prior to planting. & Contractor hall immediately notify the landscape architect of any poor drainage condition in landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil engineer Once the concerns have been remedied planting shall commence. 9. All groundcover to be planted in a triangular spacing formation equal in all directions to the centers of the groundcovers in dl stances indicated in the legend. Contractor shall verify all quantities of ground-vem by area calculations and spacing requirements 10 Landscaping is to be per plan. Plant Substitutions due to availability or otherwise will be allowed only with landscape architect , owner and agency approval, Any substitutions will be ath material of similar size growth characteristics and quality 11. All trees must be staked as necessary so as to maintain material in a heafthy vigomus growing condition. 12, Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and mrgation work shall be perfornmed by experienced persons familiar with scope of project. 13 All landscape material and labor is to be guaranteed for a period of one full year from the time of completion. 14. When plamingaalled and Burlappecrproduct, gently place root ball in prepared hole with budap still on the mot ball. Remove all are from any B&B plant material, cut jute strings and roll butiat, off top of mot ball. If burli is green in color carefully remove the entire burlap bag and all binding from the root ball. 15, Strew trees shall have caliper size of at least 2" measure per American Association of Nurserymen Standards 16 Street trees shall be high branching with canopy that starts at least 6 above finish grade. 17. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approved all plant IQ tags shall be removed and discarded appropriately, 18. Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practices for trees shrubs and other woody plant maintenance (ANSI 300) in order to allow them to reach there mature height and form. 19 Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the natural form of the tree, encourage 'gomus growth 1. . mature spread and height, and avoid weakening the tree to create a hazard. Street Trees Shall not be topped pollarded or otherwise pwned in a manner contrary to these goals unless there is no practicable alternative that would preserve essential utility services, 20. Plant material selected is drought tolerant or native species. The project proponent shall be responsible for maintaining and �tenng all plant matenal throughout the first growing season and in times of drought, Temporary irrigation shall be provided via a hose bib located on the building TEMPORARY IRRIGATION The project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to the restoration area between May 1 and October 15 for a least the first two years following initial planting. The calculated amount of required water shall include both natural rainfall and temporary ifingation, NOTES 1 . PLANTING BACKFILL 50% EXISTING SOIL 50% 114 MINUS COMPOST MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. _T 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT ENSURE PROPER SUBBASE EXISTS, CLEAR ALL CONCRETE AND OTHER DEBRIS FROM PLANTERS PRIOR To ACKFLLIN. AND PLANTING DECIDUOUS TREE INTERLOCKING PLASTIC TREE TIES OR AGENCY APPROVED EQUAL (2 ) 2X2 OR 2" DIA. WOOD STAKES DRIVEN INTO SUBGRADE OR SIM. METHOD FORM SAUCER WITH —A CONTINUOUS RIM TOPSOIL OR AMENDED BASE, REFER TO LS NOTES FOR DEPTH WHEN B&B REMOVE ALL i a i WIRE AND ROLL BURLAP OFF OF T OF OF ROOTBALL SCARIFY SIDES OF PIT BACKFILL NTH SOIL MIXTURE INDICATED IN THE NOTES IN 9' LAYERS. WATER AND TA .ZP TTO�REMOVE AIR 2 X I Nature B� Design 253.46P.6067 r E� RMIONIS.' BADDEDPARKPILih C. REVISED PER COMMEINTS AND NEW LiYOU- DRAWING ISSUEd FOR: AGENICY REVIC-W DATE: MARCH 11 2016 STATE OF WASHIINGTON REGIS-TERED LANDSCAPE. ARCHITECT KATHERINE OWENS CERTIFICATE NO. 112 PROJECT Ni 1531 RILE NAME: 1531LSC X-REFS: CIVIL SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: DRAWING SCALE�S: ; CONTIBM PARK PLAN, NO-TES & DETAILS PLANT LEGEND SYM. QTY DESCRIPTION T, 2 Styrax japonica Japanese Snowdrop Tree 23 Acer plantanoides'Crimson Sentry' Crimson Sent ry Y Ma le Norway p Hydroseeding for Typical Lawn Areas (17, 118 SF) shall use the following mix: 68% Three Rye Grasses 16% One Creeping Red Fescue 16% One Chewings Fescue by weight 120 Arctostophyllus uva ursi - Massachusett's 1 Gal. O O O Kinnickinnick @30 inches on center triangular spacing n IW V 1 I, I IW I Q 0 I U 0-h00 b Is I $ O � Note: 1. Property Owener is responsible for maintaining all lants in healthy growing condition for the life of project. 16.80. SIZE 2. Any Irrigation lines placed within tree protection zones established for project shall be installed in such a manner as to not cause damage to he root protection zone, such s by cutting roots, digging trenches, operation of machinery, etc. Special care must be taken (hand digging trenches, design lines to stay out of these areas when possible, etc.) to ensure damage to he trees does not occur. In 15 Cedrus deodara compacta 4' Ht. Min. the event damage does occur, the City may require at their discretion, replacement of he cornparable landscape value of the trees damaged or other means to make up that loss. (LMC 16.80) 14.32. 2 Cal. T Deodar Cedar Well Formed 3. Final tree placement may change due to driveway and utility locations. b9 2 Picea omorika 4' Ht. Min. 2" Cal. Serbian Spruce Well Formed T13 3 Picea sitchensis 4' Ht. Min. Sitka Spruce + 14 Myrica califomica 16" Ht. Min. Pacific Wax Myrtle 2 Gal. 'Si 13 Berbeds thumbergii'Rosie Glow' 2 Gal. S4 Rosy Glow Red Barberry 16" Ht. Min. I I � 2X T 9P9i "2Pj �i�C%y�J` d�� I�� OPEN sPa ��o 9 ts, CITY s H O R T P L A T 7 A.F.N. 8112100057 ,p STREET TREESaQ AVOID UTILITIES ' 10'� WELL RADIUS 8 - . -_ R -_ N '47" 9. N40'29'48 "'E 121.54' \. STREET TREES I - 30 FEET ON CENTER („j _ I N O N O 119 j T13 3 4 ICE� 5 EXISTING a 1 PURPLELEAF W PLUM BUFFER' i EXISTING ASH a � I' II T13 SOLBERG ST. SE 1 +00 s 42.00' 42.00' — - -__ - -- - -- 10'UTILITY EXISTING HOUSE Z 0 N 2 DECK T 347 s� I II 0� I � I � o�� TOP OF STEEP SLOPE 2 +OOPUBLIC ROAD TRACT "A" 3 +00 4 +00 n \ T:P #e' j N40'29'48 "E 421.55' - — — -- — — N Z S 0701 _EWALI< �c vc _ `mac— i T? # f _ 70) 42.00' —T 42.00' 42.00' 42.00' IT 8Z — O Z _ O U1 Uj U1 („j (D 0 10 N O N O 119 W Ln W 3 4 ICE� 5 -/;;; 2 10 Z \ / r 6 / N / N °' Z �S�LZRM PARK_ - 0o a, _ TF n /Tp� �/ %� YID i'1 C y< " / TP#3 /Z 4" o OPEN SPACE /STEEP SLOPE TRACT "D" — i y•:� Q 42 00' ' 3451 4 ' 1.31' �� -.�,, 82'--- '-------------------------- 16738' — N40- 29'48 "E 659.18' N40'29'48 "E 659.18' -- Q. 3 LANDSCAPE PLAN Z� -r S �s-tyoa. 0 �sP s • PLAY AREA J SEE SHEET L2 4 , na FOR DETAILS � L ` GRAPHIC SCALE 30 0 1s 30 60 ( IN FEET ) 1 inch = 30 ft. 5 r � I S�w�as 44, 417 coy-,?- REVISIONS: B. ADDED PARK PLAN C. REVISED PER COMMENTS AND NEW LAYOUT DRAWING ISSUED FOR: AGENCY REVIEW DATE: MARCH 11, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 6912 PROJECT NO.: 1531 FILE NAME: 1631 LSC X -REFS: CIVIL SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 11'= 30' -0" DRAWING CONTENTS LANDSCAPE PLANTING PLAN, NOTES & DETAILS DRAWING NO.: L 1 1 OF 4 U a a W a � co w O �V 0 W CL REVISIONS: B. ADDED PARK PLAN C. REVISED PER COMMENTS AND NEW LAYOUT DRAWING ISSUED FOR: AGENCY REVIEW DATE: MARCH 11, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 6912 PROJECT NO.: 1531 FILE NAME: 1631 LSC X -REFS: CIVIL SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 11'= 30' -0" DRAWING CONTENTS LANDSCAPE PLANTING PLAN, NOTES & DETAILS DRAWING NO.: L 1 1 OF 4 SOLBERG ST. SE I I I ,q CONTROLLER: % yoF�$� '. LOCATE CONTROLLER IN APPROX. LOCATION SHOWN VERIFY WITH OWNER PEDESTAL MOUNT CONTROLLER PROVIDE SEPARATE 15 AMP CIRCUIT ND 120 VAC PWR. EXISTING TO CONTROLLER PROVIDE 2" CONDUIT FROM CONTROLLER I `�9�. °��9�, 1 DITCH TO NEAREST PLANTING AREA � k Q �o� 3 9 OPEN SPA �F��t ;sue CITY SHORT ORT PEAT 7 W A.F.N. 8112100057 W x I Q w I 10'0 WELL RADIUS (> N40'29'47 "E 529.72' ho L2 i' 34'3- T l �'i O ' 346 N40'29'48 "E 3391.55' C T GlC \ N40'29'48 "E 1211.54' 00 001 a, J 1 +00 2 +OOPUBUC ROAD TRACT »A„ 3 +00 ;A TOP OF STEEP SLOPE _- 4 +00 �� #8 I N4029'48 "E 421.55' N z Lo /F ~ F -- x 't ' +',Y .R.ty -- s < "•� . \ N �---�- N40'29118"€ _-- 85:45' -- a - - - -- ^ ��\ 15' SIDEKALK ' TP #7r l J 6711 IR 60.00 42.00' 42.00' 42.00' 42.00' T 42.00' 42.00' -° y I — — — — — — — — — 10' UTILITY SE ENT / / \ 10 EXISTING MOUSE O Z — Z Z 0 z Z / Q z o o _ 41 cD t0 � O z z Cn I �#OCJ iI ' ^ Y O N ( r`° o Ln tD y ° A• i ® O y / V 6 2 3 5 o 6 >, 6' TP4 2 0) z LZRM�PAR # _\ - i wo DECK `t 8 d 9 TF #6 'A °I l 00 r C 8 N �N0 TP #3 510. 0) I9' I Tp #1 I. +! X /R�' _ w;`o OPEN SPACE /STEEP SLOPE TRACT "D" >, / EXISTING DITCH IV4U L�j 1+6 L IRRIGATION PLAN Z GRAPHIC SCALE 30 0 ,S 30 60 ( IN FEET) 1 inch = 30 ft. I %J1111 1 Vt VVI \t \LV t 1V1. APPROXIMATE LOCATION OF P.O.O. ADJUST LorATION PRIOR TO INSTALLATION IF REQUIRED. PROVIDE P.O.C. COMPONENTS AS SHOWN IN POINT OF CONNECTION DETAIL. NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. VERIFY MIN: 55 PSI DESIGN FLOW AT P.O.C. PRIOR TO 'WORK !f y2o� �A �t Nature sy Design Landscape Architectute 'ql4r 253.460.6067 1320 Alameda Avenue, Suite B, F mot, WA 98486 www. naturebyd esig ninc.com f f } C C C D 1101 REVISIONS: B. ADDED PARK PLAN C. REVISED PER COMMENTS AND NEW LAYOUT' DRAWING ISSUED FOR: AGENCY REVIEW DATE: MARCH 11, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 IROJECT NO.: 1531 ILE NAME: 1531 LSO =REFS: CIVIL SITE IRAWN BY: KLO :HECKED BY: KLO LOT SCALE: 1. IRAWING SCALES: RAWING CONTENTS IRRIGATION PLAN, NOTES & DETAILS ZAWING NO.: L3 3 OF 4 U a a W U W E-+ a ° w I U � U 0 Co Co 0 Q aj 0 0 oe IL f f } C C C D 1101 REVISIONS: B. ADDED PARK PLAN C. REVISED PER COMMENTS AND NEW LAYOUT' DRAWING ISSUED FOR: AGENCY REVIEW DATE: MARCH 11, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 IROJECT NO.: 1531 ILE NAME: 1531 LSO =REFS: CIVIL SITE IRAWN BY: KLO :HECKED BY: KLO LOT SCALE: 1. IRAWING SCALES: RAWING CONTENTS IRRIGATION PLAN, NOTES & DETAILS ZAWING NO.: L3 3 OF 4 IRRIGATION NOTES 1. Irrigation system engineering based on a 1 " water meter connection. The installer to verify adequate static water pressure at time of installation.. System designed to run at 40 PSI 2. Irrigation lines are that are shown within hard surface areas for clarity, shall be located within landscape planting areas or underground sleeves., All valves shall be installed within protective boxes installed flush and level with finished grade. 3. Install all equipment per state and local codes. Call Line Locaters prior to digging at 811. The installer shall be responsible for all permits, tests and inspections as required. 4. See civil drawings to verify all utility locations. 5. Coordinate with the general contractor for the required power and installation of sleeving, 6. Install manual drains at all low points and record all locations on the "Record Drawings". 7. Adjust radius on all sprinkler heads to maximize the coverage and minimize overspray on all hard surfaces. Add anti-drain check valves to low heads to eliminate drainage and run-off. 8. Install the Controller as per detail, coordinate with the General Contractor for 110 volt power required. Provide and install rain sensors on an eig1ht foor post near each controller. 9. Main line & wiring to have a minimum cover of 18" and all lateral piping 12". 10. Use select "rock free" materials to backfill all trenches and compact to 85% density for landscape areas and 95% for areas under concrete or asphalt. 11. As part of the contract, the landscpae contractor is to winterize in the fall and activate thf- system in the spring for one year. I I III a .4 A 4 4 A . 4 4 0 A 6--8- .1 41 3" 3" RAINBIRD 1800PRS 5 SERIES MPR H 30 .2 3- 8" MAX. 3 0 0 0 0 0 4 4 A 41 4 RAINBIRD 1800PRS 8 SERIES MPR Q 6" A 81 TOP VIEW A 4� 7 A . . . . 4 . .. . . . A 4 4 4 4 411 A RAINBIRD 1800PRS 5 SERIES MPR Q ..4 4 A 4. A .1 41 EXIST'G RESILIENT SEATED -GROUND TEST COCKS SHUTOFF VALVES (4 REVD.) 6 " MIN. (2 REQ'D.)l RAINBIRD 1800PRS 5 SERIES MPR H 30 .2 3- 8" MAX. 3 0 4 30 4 A 41 UNIONS RAINBIRD 1800PRS 8 SERIES MPR Q 30 (2 REQ'D.) 81 -.�_�_NO GALVANIZED 30 .52 PIPE ON INLET SIDE 6 MIN. RAINBIRD 1800PRS 8 SERIES MPR F OF ASSEMBLY. PLASTIC OR CEMENT 2.6 81 SIDE VIEW METER BOX RAINBIRD 1800PRS 12 SERIES MPR Q on R) 0 %c 0 0 0 00)00 Q� d��,fq:,�z (� OZ,9,�P,� �C, 0 k-0 - 0,/ voz, tg 0 leo 0�0 %O(Z, 64f d --40 ��, 0C . �b Q (�') 0 %IZIC (BELOW GROUND INSTALLATION) GRA VEL 12" MIN. DOUBLE CHECK VALVE ASSEMBLY 2" & SMALLER NOTE: ALL ITEMS SHALL COMPLY WITH THE FOLLLOWING: APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH THE GROUND. DESIGNED FOR BACK SIPHONAGE AND BACK RESSURE. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION F BACK FLOW PREVENTER. NO GALVANIZED PIPE BEFORE ASSEMBLY. THE DCVA MAY BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES ARE MET. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. VALVE SHALL E PROTECTED FROM FREEZING CONDITIONS. THE BACK FLOW ASSEMBLY SHALL BE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED MODEL. DOUBLE CHECK VAVLE ASSEMBLY N.T.S. rop OF MULCH PRINKLER IRS) PRS) :)E y OR ELL RAINBIRD 1800 SERIES POP UP SPRAY ON N. T. S. MAINLINE MANUAL DRAIN 74\ ASSEMBLY N. T. S. WATER METER r- BALL VALVE Ntm L-160 PVC SLEEVE ,TH AS REQUIRED) JAL DRAIN GRAVEL SUMP MANUAL DRAIN VALVE PVC TH'D , UNION Tm mom PVC MAINLINE 71 mmm� Wq QUICK COUPLING VALVE PRESSURE REDUCING VALVE STRAINER DOUBLE CHECK VALVE RO.C. PLAN VIEW N. IF. S. (D FINISH 6RADE/TOP OF MULCH QUICK-COUPLING VALVE: RAIN BIRD MODEL 5RC VALVE BOX WITH COVER: RAIN BIRD VB-6RND 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 2) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL (Di 2" x 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK COUPLER VALVE - 5RC WATERPROOF CONNECTION RAIN BIRD SPLICE-1 (1 OF 2) ID TAG: RAIN BIRD VID SERIES REMOTE CONTROL VALVE: RAIN BIRD PEE VALVE BOX WITH COVER: RAIN BIRD VC-STD FINISH GRADE/TOP OF MULCH PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) PVC MAINLINE PIPE @ SCH 80 NIPPLE&INCH LENGTH, HIDD AND SCH 40 ELL PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 16 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL ELECTRIC REMOTE-CONTROL VALVE N. T. S. PEB SERIES 1-06-04 (DFIELD SATELLITE CONTROLLER: RAIN BIRD ESP-24MC-SS CONCRETE PAD: 6-INCH MINIMUM THICKNESS 3H GRADE :S TO REMOTE CONTROL ALVES 4CH PVC SCH 40 CONDUIT, ITTINGS AND SWEEP ELL 4CH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL TO POWER SUPPLY FOUR PROGRAM HYBRID CONTROLLER Irrigation Schedule SYM. EQUIPMENT PSI GPM Radius (D RAINBIRD 1800PRS 5 SERIES MPR Q 30 .1 41 e RAINBIRD 1800PRS 5 SERIES MPR H 30 .2 4@ 0 RAINBIRD 1800PRS 5 SERIES MPR F 30 .4 41 RAINBIRD 1800PRS 8 SERIES MPR Q 30 1.05 81 RAINBIRD 1800PRS 8 SERIES MPR H 30 .52 8' RAINBIRD 1800PRS 8 SERIES MPR F 30 2.6 81 RAINBIRD 1800PRS 12 SERIES MPR Q 30 .65 12' D RAINBIRD 1800PRS 12 SERIES MPR H 30 1.30 12' RAINBIRD 1800PRS 12 SERIES MPR F 30 2.60 12' (D RAINBIRD 1800PRS 15 SERIES MPR Q 30 .92 15, e RAINBIRD 1800PRS 15 SERIES MPR H 30 1.85 15' 0 RAINBIRD 1800PRS 15 SERIES MPR F 30 &W 15, MP1 000-90, adjustable from 900 to 2100 40 .19 V-11 5' MP1000-210, adjustable from 2100to 2700 40 .37 8'- 15' M P 1000-360, 3600 40 .75 8'- 15' MP2000-90 = 13'to 21'radius, adjustable from 900 to 2100 40 .40 13-2 1' D MP2000-210 = 13'to 21' radius, adjustable from 2100 to 270' 40 .74 13'-2 1' MP2000-360 = 13'to 21'radius, 3600 40 1.47 13'-2 1' MP3000-90 = 22' to 30' radius, adjustable from 900 to 2100 40 .86 22'-30' MP3000-210 = 22to 30' radius, adjustable from 2100 to 2700 40 1.82 22'-30' MP3000-360 = 22'to 30' radius, 3600 40 3.64 22'-30' izi MPLCS515 Left corner strip, 5'x 15' 40 .22 15' MPRCS515 Right corner strip, 5'x 15' 40 .22 15' MPSS530 = Side strip, 5'x 30' 40 .44 30' MPCORNER = 8'to 15' radius, adjustable from 450 to 1050 40 .19 8'-15' HUNTER 1.20.60.36V. ADV. STD. N. 40 1.0 40' HUNTER 1.20.60.36V. ADV. STD. N. 40 2.0 40' 0 Lu� HUNTER 1.20.60.36V. ADV. STD. N. 40 4.0 40' RAINBIRD - 5RC - QUICK COUPLER VALVE 0 NETIFIM DRIP ZONES AQUA BALL VALVE (1-1/2") - 200 PSI THREADED ENDS ix _01)�_ FEBCO DOUBLE CHECK ASSEMBLY - 850J-DC ( 1-1/2") CL STRAINER -WILKINS (1-1/2") BRASS STRAINER WITH 100 MESH SCREEN n PRESSURE REDUCING VALVE - WILKINS PRV 600 SERIES INSTALL ONLY IF PRESSURE EXCEEDS 75 PSI ICV - G SERIES AUTO CONTROL VALVE WATER METER, P.O.C. RAIN SENSOR W/ BY-PASS SWITCH CHAMPION MANUAL DRAIN VALVE Ec-1 RAINBIRD ESP-MC-SS - 6 STATION (STAINLESS STEEL PEDESTAL) DRIPLINE - NETAFIM OR EQUIV. 24" SPACING EMMITERS 1/2" THRU 1-1/4" SCH. 40 PVC LATERAL LINE 2" SCHEDULE 40 PVC MAINLINE NONE DIRECT BURY CONTROL WIRING, USE WHITE AS COMMON RED FOR SIGNAL, AND YELLOW AS SPARE NONE ARMOR BACKIFLOW BOX W/ LOCKING LID NONE ARMOR CONTROL VALVE BOX W/ GREEN LOCKING LID NONE ARMOR MANUAL DRAIN VALVE BOX W/ GREEN LID 1-06-04 N. T. S. ESP-MC STAINLESS STEEL PEDESTAL T9MPORARY IRRIGATION SYSTEM 1. SYSTEM SHALL HAVE METER, BACKFLOW PREVENTION, TIMER AND SHUT-OFF 'VALVE 2. 1" PVC PIPE TO PLANTING AREA TO BE BURIED AMIN. OF 12 INCHES. 3. PROVIDE DRIP IRRIGATION TO EACH PLANT. MIN. 4 EMITTERS AT EACH ROOT BALL. 4. ,SLEEVE PIPE UNDER ROADS. PEERFORMANCE SPECIFICATION FOR TEMP. IRRIGATION 1 . SYSTEM SHALL INCLUDE A BACKFLOW PREVENTION TO ISOLATE IRRIGATION 'WATER. 2. SYSTEM SHALL INCLUDE A SHUT OFF VALVE 3. SYSTEM SHALL INCLUDE METER, INSTALLED PER WATER PURVEYOR ,SPECIFICATIONS. 4. SYSTEM SHALL INCLUDE A TIME OR CONTROLLER FOR SYSTEM CONTROL, SIMILAR TO RAINBIRD EASY RAIN BATTERY OPERATED SINGLE VALVE CONTOLLER 5. SYSTEM SHALL PROVIDE WATER ADEQUATE TO ESTABLISH PLANT MATERIAL AND REMAIN FUNCTIONAL FOR TWO SEASONS. NatureByDesign Landscdpe Architecture ,I,qv 253.460.6067 1320 Alameda Avenue, Sufte 8, Fircreat, WA 98460 www.naturebydesigninc.com FREVISTONS'. B. ADDED PARK PLAN C. REVISED PER COMMENTS AND NEW LAYOUT DRAWING ISSUED FOR: AGENCY REVIEW DATE: MARCH 11, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Lil (�, KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: 1531 FILE NAME: 1531 LSC U CIVIL SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 0-4 DRAWING SCALES: N-TS. 04 E-1 E4 Q) 5 >4 0 Lu� 0 ix CL FREVISTONS'. B. ADDED PARK PLAN C. REVISED PER COMMENTS AND NEW LAYOUT DRAWING ISSUED FOR: AGENCY REVIEW DATE: MARCH 11, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Lil (�, KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: 1531 FILE NAME: 1531 LSC X-REFS: CIVIL SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: N-TS. I DRAWING CONTENTS IRRIGATION NOTES & DETAILS DRAWING NO.: L4 4 OF 4 VICINI Y MAP '�,_S, TE SCALE. 1 MIL YPE i CB -7 i:, Parcel Line Table Line # Length Direction Ll 2.78 S9* 10' 36,87-E L2 23.88 S9* 10' 36.87"E L3 22.11 S22* 36' 42.85"E L4 16.57 S21 * 23' 41.57"E L5 22.07 S28* 30' 44.33"E L6 30.12 S35* 14' 05.12"E L7 12.91 1335- 14' 05.12"E L8 30-72 S33' 15' 45.51 " E L9 5.21 N33' 15' 45.51 "W L10 STAND --- PIFIF S57* 39' 29.44"E .;� i - r� , A4 = 348.( SINGLE-FAMILY RESIDENTIAL fF- /S�) � J45�8,' 89" D SANITARY SEWER STUB 2 2 7119 2 3 " 10 2 :_X `P TK`D, I V/SQ1 Of LO 348.70 iF (NIN) 345-5 D. I 3,793 SQ, FT. (311-' 445.4�,- 8" P"O" PROPOSED STORM DRAIN MANHOLE STA: 0+00, 2.5RT ROAD W q INTX, COATES RD. SE 10000" C)" PROPOSED STORM CATCH BASIN EX B TYPE I R�M 348.65 4,819 SQ. FT. �L 345-0 8" C 'E �SVV, IF '346.-15 Top STAND --- PIFIF PROPOSED STORM MAIN 59710000200 4139 SQ. FT. PIG PORTJI 2 PLA TTED I-ONGMIRE MEADOWS, 7 1 C) 0,0 C,3 0 0 3 APPROVED FOR CONSTRUCTION JOB NUMBER TYLER CE BY: DATE: 8114 Director of Public Works SW 114, NW 114, SEC.19, TWN.17 N., RNG. 2 E wm. Lu APPROVAL EXPIRES: THuRsTON couNTY, wAsHNGTON P R E D E VEL 0 P ED B A N TOTAL AREA 1.833 AC. PLAT OF PRAIRIE WEW ESTATES, AFN 8112100057 EX. IMPERVIOUS AREA 0.059 AC.(EX. H OUSE/DRI VE/CON CRETE PADS/OUT INDICATES AN EXIS71NG WELL AT THIS APPROXIMATE BLDG'S LOCATION. WELL WAS DECOMMISSIONED, 211612004 PER Lu Ca Z) WASHINGTON STATE DEPARTMENT OF ECOLOGY RECORDS. cr- WELL LOG ID: 380481; N077CE OF INTENT NO. A046673. --d PR DEVELOPED BASIN ca OPEN SPACE TOTAL AREA 1.075 A\C,. (MODELED AS "OUTWASH FOREST") VER TIC DA TUM CC) 9 Cl TY SHORT PLAT THURSTON COUNTY (UTILIZED FOR INFILTRATIG,N TRENCH SIZING) TRACT B NGVD 29 C) 1,u) A. F- N. 8112100057 - 69310000700 40 69'10000900 BM: 1252 69310000800 10'0 L RADIUS 8 CASED CONCRETE MONUMENT WITH BRASS 7 0 CAP @ INTERSECTION OF YELM AVE, & TAHOMA BL VD. __j N40*29'47"E 529.72' ELEV. 347.21 IKA(;I 45- =34 -345- 7.5' PARKING cup 0-5 4A-D "A" CONTOUR INTERVAL=2' 9 L0 E\ANGLE� POINT TOP 4-nn 'A \�I�, OF STEEP SLOPE TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 00 R�4D UC77ON 4 is 4 Q) T T_ 4 *29'48"E .42 T ROPq N4 6.Ou '1,9220205 a--,- f) F 22 FINE, G (3) C802 -*�'.5' PARKIN'� �L_,j L" i rA- - � 1.0k� - : �: I'-- , : z C LANDSCAeE Ims C) TA: 4+446.05 ROAD ")k" :�:OV WALK: _4hk. q.CDS ELEV 3�5.77 _j LITIVTY EX I', IV i \ \1_ SEMENT v_/ f I I W /X -1 - - - - - - - - -- -- - - - - - - - F F - - - - - - - - - Nt ER Z SEWER EASEMENT > N x, 1 rT' C. - i 0 / /-- 4 4, N,/// 3 1 Iv! 21 4 6 Smm LE: 1"=30' CL j 0 15 30 60 8 MH 9 V4/, 'MAX. I I I 1� OVILD so, 77r 7,1 0,5 ISETBACK LINE (TYP.) Fv 'rr pl- - I / " , '///7 & _J L - - I - - -1 1- '' , . .01 t - - - A) oh$_ 19- Lj 11 2271922('7"0 0 T ERRA (U T, I D, ////10,0 -346--- 7 t- L ini .31, 167.58' m N40*2948"E 659.18' M 10' MIN. x SETBACKS 15' C�d J 0 19 0 0 fl) 01 C 0 70,19C)000"00, 70190000300 70100000400 C'CTDIAA) 1 1 C14 ACCESS Fx CB TYPE I EASEMENT MCAL INFILTRA71ON 710VCH _,--rNhV = 348.05 FOR A BUILDING !1- (SE-) -44,65 12" ADS 2 2 71 2,� 2 0 4 (NVI) 344,57 12" ADS Qt 2 3 4 5 bit NW SOLBERG ST. LEGEND P�,�! PROPERTY LINE D IJAI li\jr. 30 00' J;?-/Lu CITY SHORT PLAT A.F.N. 8805030113 SETBACKS FRONT YARD - 15' FROM R-O-W DEVELOPED BASIN TO TA L REAR YARD 25' SIDE YARD 5' FLANKIN" YARD - 15' TOTAL AREA 1.833 AC. GARAGE - 20' FROM R-O-W S1 TE ADDRESS PERVIOUS AREA - 0.464 AC. 15624 COATES RD SE IMPERVIOUS AREA - 1.369 AC. 6AASIS OF BEARINGS AND COORDINATES: YELM, WASHINGTON 9859;7 CURB SIDEWALK AREA - 0.485 AC. NAD 83191 WASHINGTON SOUTH ZONE BASED ON THURSTON COUNTY CONTROL PLAT ROAD, POINTS. #1252 WSDOT CASED CONCRETE MONUMENT MTH BRASS CAP AT THE INTERSECTION PARCEL NUMBER HOUSE AREA(11 @ 3000 SF/LOT 0.758 AC. OF YELM AVE. WEST & TAHOMA BLVD. N 595872.9993 E 1111644.1719 227192,30400 DRIVEWAY AREA(11 @ 500 SF/LOT) - 0.126 AC. #1252AZ CASED CONCRETE MONUMENT WITH BRASS CAP AT THE INTERSECTION OF TAHOMA BLVD. & BERRY VALLEY RD. N 595061.9811 E 1110972,4.331 PROPERTY DESCRIPTION A PORTION OF THE SOUTHWEST QUAR7qER OF THE NORTHWEST CONTRACTOR / DEVELOPER NOTE: QUARTER OF SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH THE CONTRACTOR ANDIOR DEVELOPER SHALL BE RESPONSIBLE FOR LINE OF SAID SUBDIVISION WHICH IS 266.65 FEET WEST OF THE COORDINATING ALL REQUIRED MATERIAL TESTING, COMPAC77ON NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 37- 56' DEVELOPED BASIN (U TILIZED FOR TESTING, AND APPLICABLE INSPEC77ONS AS REQUIRED BY CITY OF WEST 525 FEET, MORE OR LESS, TO TP-IE NORTHEAST LINE OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY COATES STREET IN THE TOWN OF YE0vj; THENCE SOUTH 52' 04' CERTIFWNG ENGINEER WITH DOCUMENTATION SIGNED BY A EAST ALONG THE SAID NORTHEAST LINE OF COATES STREET 160 PROFESSIONAL SOILS ANDIOR MATERIALS ENGINEER SHOWING THAT FEET, THENCE NORTH 37' 56' EAST 6t)2 FEET, MORE OR LESS, TO INFIL TRA T1 ON TRENCH SIZING THE ROAD SECTION WAS BUILT ACCORDING TO THE THE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED TO RECOMMENDATIONS Or THE GEOTECHNICAL REPORT, THE BACKFILL THE CITY OF YELM BY THE DEED RECORDED DECEMBER 5, 2008 UNDER THE AUDITOR'S FILE NO. 4049148. (TRA C T B IN THE COUNTY OF THURSTON, STATE OF WASHINGTON. TOTAL AREA 1.075 AC.* (PER CHICAGO TITLE COMPANY POLICY No, 002090467) PERVIOUS AREA - 0.464 AC. IMPERVIOUS AREA - 0.611 AC. (ROAD /SIDEWALK /DRIVEWAYS) *HOUSE AREA HAS BEEN REMOVED FROM CALCULATION AS INDIVIDUAL SYSTEMS HAVE BEEN DESIGNED. M." CONFUCT NOTE. PURSUANT TO RCW` 58.24.040 (8) AND WAC CAUnON. 332-120, BEFORE REMOWNG OR DESTROWNG ANY 774E CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCA77ON, AND DEPTH OF ALL EXISTING U71LI77ES CAU BEFORE )(ou Dia MONUMENT ON THE BOUNDARY OF ANY EASEMENT, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FQLLY RESPONSIBLE FOR RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL. INCLUDE CALLING U77UTY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCA77ON AND PROTECTIOIN OF ALL EXIS77NG PROPERTY; A CONTROLLING POINT FOR A PLAT, OR 774E EXIS77NG U77LI77ES AT LOCA77ONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHE774ER OR NOT CONFLICTS UTILITIES. THE CONTRACTOR SNALL VERIFY ALL UTILITy A POINT WHICH IS A GENERAL LAND OFFICE EXIST LOCA77ON Cij- SAID U77LI77ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCA71ONS PRIOR TO CONSTRUCTION BY CALLING THE SURVEY CORNER, THE APPLICA71ON REQUIRED BY AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE A-ir 811 A MINIMUM OF 48 THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND ENGINLki? TO RESOLVE ALL PROBI EMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAVATION. SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THIS CHAPTER. - - EASE'�,4ENT LINE SITE DA TA —ADDITIONAL 10' UTILITIES EASEMENT ACREAGE. 2.14 0 PROPOSED SANITARY SEWER MANHOLE ZONING: R-6 _ --- - PROPOSED SEWER MAIN PROPOSED USE. SINGLE-FAMILY RESIDENTIAL SANITARY SEWER STUB MIN. LOT SIZE. 3,793 SQ, FT. e PROPOSED STORM DRAIN MANHOLE 0 PROPOSED STORM CATCH BASIN AVG. LOT SIZE. 4,819 SQ. FT. — PROPOSED STORM MAIN PARK (TRACT B): 4139 SQ. FT. PROPOSED STORM STUB DENSI TY: 5.1 UNITS / ACRE PROPOSED SIDEWALK NO. OF LOTS: 11 PROPOSED SHOULDER WA TER: CITY OF YELM --- 456- - - PROPOSED CONTOUR SCHOOLS. YELM SCHOOL DISTRICT #2 EXISTING CONTOUR QL ROADS: 478FT. PUBLIC ROAD EXISTING EDGE OF PAVEMENT POWER: PUGET SOUND ENERGY INC. EXISTING STORM MANHOLE D- - 12 �`D EXISTING STORM MAIN TELEPHONE.- US WEST COMMUNICATIONS FIRE DISTRICT. FIRE DISTRICT EXISTING SANITARY SEWER MANHOLE #2 S —8 S EXISTING SANITARY SEWER MAIN SEWER: CITY OF YELM EXISTING CATCH BASIN TRACT "D` 12,214 SQ. FT. - - C) - EXISTING POWER POLE TRACT "C"- 1,441 SQ. FT. EXISTING WATER GATE VALVE ca CREEK BUFFER EXHIBIT. 3,085 SQ. FT. EXISTING FIRE HYDRANT 0 �V- -- 4 EXISTING WA TER MAIN LTI EXISTING TELEPHONE RISER EXISTING POWER J-BOX EXISTING CABLE J-BOX REWSION BLOCK NO. WE DESCRIP77ON BY 1 317116 PER CITY OF YELM COMMENTS GJM DA TE ----------------- DRA WING NO. BASIN - - M p 8114BASE A SHEET _L OF _L