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20130320 Plan 4 0512201424 -17 -7E 1A NE SE COM NW COB SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.14 AC. ZONING: R -74 VICINITY MAP PUGE7 SOUND ENERGY SHEET INDEX FAIRPOINT CVR i OF 22 COVER SHEET CITY OF YELM TP7 2 OF 22 T.E.S.C. & GRADING PLAN COMCAST TP2 3 OF 22 T. E. S.O. - SPECIFICATIONS PROPOSED SEWER STEP LINE TP3 4 OF 22 TE.S.C. - DETAILS PROPOSED STORM DRAIN MANHOLE R7 5 OF 22 PLAN & PROFILE PROPOSED STORM LINE R2 6 OF 22 PLAN & PROFILE PROPOSED SIDEWALK R3 7 OF 22 PLAN & PROFILE I R4 8 OF 22 STORM TRENCH - PLAN & SECTIONS wip PSI 9 OF 22 STORMWATER - DETAILS & SPECIFICATIONS EXISTING STORM MAIN RS2 10 OF 22 - DETAILS &SPECIFICATIONS EXISTING SANITARY SEWER MAIN PG7 11 OF 22 PARKING PARKING GRADING PLAN EXISTING POWER POLE STP 12 OF 22 S.T.E.P. SYSTEM PLAN EXISTING FIRE HYDRANT Si 13 OF 22 PLAN & PROFILE •, S2 14 OF 22 PLAN & PROFILE - SDI 15 OF 22 SANITARY - DETAILS & SPECIFICATIONS YA SET B CK CB/4 _ - _ - - SD2 16 OF 22 SANITARY - DETAILS 59' 5 BUILDING 'B" WAT 17 OF 22 WATER SYSTEM PLAN =2' W7 18 OF 22 PLAN & PROFILE SCALE: 2" ,= 1 MILE W2 19 OF 22 PLAN & PROFILE W3 20 OF 22 WATER - DETAILS & SPECIFICATIONS .i WD7 21 OF 22 WATER - DETAILS & SPECIFICATIONS FR 22 OF 22 FRONTAGE IMPROVEMENTS PROPERTY DESCRIPTION 24 -17 -7E 1A NE SE COM NW COB SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.14 AC. ZONING: R -74 POWER: PUGE7 SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. I I. 61 ROW DEDICATION e le a S4 ---- _ __ _______ _________ - 10 SIDE YARD X M PAB- I Ca CB LEGEND DATE DESCRIPTION N —P, 4! r - - - -- — 'I ° r PER CITY MARK -UP p - - - - EASEMENT LINE s4 ' I) :1 z —SS— PROPOSED SEWER STEP LINE —W— rM� • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE i.•I � VERTICAL DATUM PROPOSED SIDEWALK 61 ROW DEDICATION e le a S4 ---- _ __ _______ _________ - 10 SIDE YARD X M PAB- I Ca CB n 344 i .r LEGEND DATE DESCRIPTION N —P, 4! r - - - -- — 'I ° r PER CITY MARK -UP p - - - - EASEMENT LINE s4 ' ►f--� GJM z —SS— PROPOSED SEWER STEP LINE —W— rM� • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE , VERTICAL DATUM PROPOSED SIDEWALK 342 456--- I 1 THURSTON COUNTY wip O Q NGVD 29 EXISTING STORM MAIN W EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN BM: 1252 EXISTING POWER POLE I AQUA SN1 co I EXISTING FIRE HYDRANT BFRRY 'VALLF/ - - - PROPOSED r •, FRONT c� (Y BLVD. -- APARTMENT ..,(, '.. .I YA SET B CK CB/4 _ - _ - - _ - -- - 59' 5 BUILDING 'B" dI CONTOUR INTERVAL =2' APPROX4 z / ., m 0 :I " .i CI ___ -��• - _344... i - n 344 i .r UTILITY 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 1 -600- 424 -5555 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 LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOP / DEVELOPER NOTE: THE CONTRACTOR ANN /QR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED E IN MATERIAL A TESTING, REQ COMPACTION TESTING AND APPLICABLE INSPECTIONS TR REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS 14ND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WpS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINlk4UM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. nRp!FrTC \Rl I l /Plm Ar. • > +"- ni ' CRt(; 'T /(' \ST -_I^:1<'c rj1, ,ri r- lc)/')0' A :. . •,A ri' ao'\r .A T -)4Z , 79x PROPOSED 9'x20' PARKING SPACES (TYP.) J U. S.T.E.P. o's NI _.. 346 118.3% MAX PER. ADA -- � - REQUIREMENTS 34B-------- - 59 – PROPOSED -_ -- NX APARTMENT BUILDING "A° APPROX. F. F. = 346.50 348 "10` PSE EASEMENT MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE: PURSUANT TO RCW 58.24.040 (8) AND WAC 332 -720, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY; A CONTROLLING POINT FOR A PLAT, OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER. CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. 341 ..348..... APPROVED FOR CONSTRUCTION BY: DATE:-- Dirmt.,. .1,1,o Works APPROVAL EXPIRES: OB NUMBER 8115 P U - Z c D 7� 0 W cn Z 3 C o ci it m n n I O LEGEND DATE DESCRIPTION N —P, 4! r 1 -22 -14 Z w X7741'— R/W LINE r PER CITY MARK -UP p - - - - EASEMENT LINE o 0 10 20 40 GJM z —SS— PROPOSED SEWER STEP LINE —W— rM� • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE , VERTICAL DATUM PROPOSED SIDEWALK ro O1 456--- I EXISTING CONTOUR THURSTON COUNTY EXISTING EDGE OF PAVEMENT O Q NGVD 29 EXISTING STORM MAIN W EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN BM: 1252 EXISTING POWER POLE I 0 0 co I EXISTING FIRE HYDRANT BFRRY 'VALLF/ EXISTING WATER MAIN DR r c� (Y BLVD. ELEV: 347.21 z a z CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES ., N49' DB'5 4 - I , 3q6 C3 �� i � �• 1 c= ac� � I /i w i I �'I �' 34 8 r I __ _ _ I ry1W >` T 1- , UTILITY 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 1 -600- 424 -5555 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 LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOP / DEVELOPER NOTE: THE CONTRACTOR ANN /QR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED E IN MATERIAL A TESTING, REQ COMPACTION TESTING AND APPLICABLE INSPECTIONS TR REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS 14ND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WpS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINlk4UM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. nRp!FrTC \Rl I l /Plm Ar. • > +"- ni ' CRt(; 'T /(' \ST -_I^:1<'c rj1, ,ri r- lc)/')0' A :. . •,A ri' ao'\r .A T -)4Z , 79x PROPOSED 9'x20' PARKING SPACES (TYP.) J U. S.T.E.P. o's NI _.. 346 118.3% MAX PER. ADA -- � - REQUIREMENTS 34B-------- - 59 – PROPOSED -_ -- NX APARTMENT BUILDING "A° APPROX. F. F. = 346.50 348 "10` PSE EASEMENT MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE: PURSUANT TO RCW 58.24.040 (8) AND WAC 332 -720, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY; A CONTROLLING POINT FOR A PLAT, OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER. CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. 341 ..348..... APPROVED FOR CONSTRUCTION BY: DATE:-- Dirmt.,. .1,1,o Works APPROVAL EXPIRES: OB NUMBER 8115 P U - Z c D 7� 0 W cn Z 3 C o ci it m n n I O _[iIIr1� UJg7�1aa:T4i b LEGEND DATE DESCRIPTION N —P, 4! SCALE: 1 " =20' 1 -22 -14 Z w X7741'— R/W LINE r PER CITY MARK -UP p - - - - EASEMENT LINE o 0 10 20 40 GJM z —SS— PROPOSED SEWER STEP LINE —W— rM� • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE W VERTICAL DATUM PROPOSED SIDEWALK ro O1 456--- PROPOSED CONTOUR EXISTING CONTOUR THURSTON COUNTY EXISTING EDGE OF PAVEMENT O Q NGVD 29 EXISTING STORM MAIN W EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN BM: 1252 EXISTING POWER POLE I 0 0 EXISTING FIRE HYDRANT >< n' EXISTING WATER MAIN CASED CONCRETE MONUMENT WITH BRASS c� (Y CAP ® INTERSECTION OF YELM AVE, or TAHOMA BLVD. ELEV: 347.21 z a z Orn� CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES ., _[iIIr1� UJg7�1aa:T4i b LEGEND DATE DESCRIPTION N —P, 4! PROPERTY LINE 1 -22 -14 PER CITY MARK -UP w X7741'— R/W LINE r PER CITY MARK -UP p - - - - EASEMENT LINE o ADDITIONAL 70' UTILITIES EASEMENT GJM z —SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK PROPOSED SHOULDER 456--- PROPOSED CONTOUR EXISTING CONTOUR -- -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D 0 EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT >< n' EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM � 3. MLDo -44 p pF S � ryJ' T G criV- C� 1 v v Q r1 N V m C O W J U � !$ v LEI L�J Ld 0 0 DATE DA I -10 -14 C�J I�,r � 1� pFE7 CONSTRUCTION NOTES Oi CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 30'W x 501 PER SHEETS TP2 & TP3. INSTALL TEMPORARY MIRAFI SILT FENCE AS SHOWN & PER SHEETS TP2 & TP3. O INSTALL CB INLET PROTECTION & TEMPORARY SEDIMENT CONTROL PER DETAIL ON SHEET TP3. O CONSTRUCT CONTRACTOR STORAGE, WASH DOWN, STAGING, FUELING & MAINTENANCE AREA. REPORT FUEL & LUBRICANT SPILLS TO DIVISION OF EMERGENCY MANAGEMENT (1- 800 - 258 - 5990). 5Q EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED. Q7 EXISTING UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. ® CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. 9Q EXISTING WATER SERVICE TO BE REMOVED BACK TO WATER MAIN. CONTRACTOR TO COORDINATE WORK WITH THE CITY OF YELM, LEGEND NOTES: 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 TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION 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 (959) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPAC7ION TEST PROCEDURE D- 1557 -70. 8. THE OWNER'S RETAINED GEOTECHNICAL 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 MIGRATION 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 STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE OBTAINED 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. CLEARING LIMITS .. EXISTING CONTOURS --- - - - - -- 440-- - - - - -- PROPOSED CONTOURS 1 -22 -14 PER CITY MARK -UP TP00 SOIL TEST PIT 3 -19 -14 (SEE GEOTECHNICAL REPORT DATED 09 \23 \13 GJM LOCATED IN THE STORM DRAINAGE REPORT 5-6-14 FOR ADDITIONAL INFORMATION). GJM MIRAFI SILT FENCE O O INLET PROTECTION 3O NOTES: 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 TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION 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 (959) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPAC7ION TEST PROCEDURE D- 1557 -70. 8. THE OWNER'S RETAINED GEOTECHNICAL 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 MIGRATION 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 STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE OBTAINED 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. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. ,PRnJEr:T'` 811 Ye!m I\r-ir*m^ ltd` GR' - nNn/G \81 1 r n« r' <<Na 51 ^1? ^] 4 2"f-)-7'- -'A' I_. , s(L , r) -a TDI;F' I LIMITS OF CLEARING AND GRADING (TYP.) SCALE: 1"=20' 0 10 20 40 rr r - BY 1 1 -22 -14 PER CITY MARK -UP i 'BERRY VALLEY DR: 3 -19 -14 PER CITY MARK -UP GJM hit 5-6-14 PER CITY MARK -UP GJM o fH IA.: O ' t� fir_ �4 _ 7#'5 i y 0 C7 S 41 -342 W PROPOSED d,zTw {J( _ ♦ - - -- r I - BUILDING "B' c, T,-#3 I j' I I _. r F.F.= 344.00 ;F Y � 3 i �T ll^^ 'CD .� i r Tl Z ..344._. ry I r i i .- TPp2 344 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. ,PRnJEr:T'` 811 Ye!m I\r-ir*m^ ltd` GR' - nNn/G \81 1 r n« r' <<Na 51 ^1? ^] 4 2"f-)-7'- -'A' I_. , s(L , r) -a TDI;F' I LIMITS OF CLEARING AND GRADING (TYP.) SCALE: 1"=20' 0 10 20 40 rr DATE - BY 1 1 -22 -14 PER CITY MARK -UP i 'BERRY VALLEY DR: 3 -19 -14 PER CITY MARK -UP GJM SA'l 5-6-14 PER CITY MARK -UP GJM o fH IA.: O ' t� fir_ _ 7#'5 i y 0 C7 S 41 -342 W PROPOSED d,zTw {J( _ ♦ - - -- r I - BUILDING "B' c, T,-#3 ___. I -444 - _. r F.F.= 344.00 ;F 3 i �T i r li ..344._. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. ,PRnJEr:T'` 811 Ye!m I\r-ir*m^ ltd` GR' - nNn/G \81 1 r n« r' <<Na 51 ^1? ^] 4 2"f-)-7'- -'A' I_. , s(L , r) -a TDI;F' I LIMITS OF CLEARING AND GRADING (TYP.) SCALE: 1"=20' 0 10 20 40 m 348 - -- PROPOSED APARTMENT BUILDING "A- _ APPROX. F.F.= 346.50 TP #8 348 LIMITS OF CLEARING AND GRADING (TYP.) __. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: NOTE ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED, VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TE.S.C. PLAN. -- ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIAI S TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES (IF SANITARY, WATER, ETC.) 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 FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. 12, HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN "EROSION CONTROL NOTES °. 13, CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED TO MAINTAIN A ROUGH SURFACE. 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR ANY EROSION OR SLOPE SCOURING. 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND AFTER EVERY MAJOR STORM EVENT. �2' TYPICAL Z LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NEC REVISION BLOCK rr DATE - BY 1 1 -22 -14 PER CITY MARK -UP i 2 3 -19 -14 PER CITY MARK -UP GJM SA'l 5-6-14 PER CITY MARK -UP GJM o O ' _ 7#'5 i y 0 C7 S 41 -342 W PROPOSED d,zTw APARTMENT _ - - -- r / - BUILDING "B' c, T,-#3 ___. APPROX. -444 - _. r F.F.= 344.00 ;F 3 i m 348 - -- PROPOSED APARTMENT BUILDING "A- _ APPROX. F.F.= 346.50 TP #8 348 LIMITS OF CLEARING AND GRADING (TYP.) __. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: NOTE ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED, VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TE.S.C. PLAN. -- ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIAI S TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES (IF SANITARY, WATER, ETC.) 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 FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. 12, HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN "EROSION CONTROL NOTES °. 13, CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED TO MAINTAIN A ROUGH SURFACE. 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR ANY EROSION OR SLOPE SCOURING. 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND AFTER EVERY MAJOR STORM EVENT. �2' TYPICAL Z LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NEC REVISION BLOCK r DATE - BY 1 1 -22 -14 PER CITY MARK -UP i 2 3 -19 -14 PER CITY MARK -UP GJM SA'l 5-6-14 PER CITY MARK -UP GJM O ' _ S V 0 C7 S 41 -342 W PROPOSED C` APARTMENT _ - - -- r / - BUILDING "B' T,-#3 ___. APPROX. -444 - _. r F.F.= 344.00 ;F 3 i �T i r ..344._. r i .- TPp2 344 _..... - - TP#'7 Tpjl m 348 - -- PROPOSED APARTMENT BUILDING "A- _ APPROX. F.F.= 346.50 TP #8 348 LIMITS OF CLEARING AND GRADING (TYP.) __. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: NOTE ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED, VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TE.S.C. PLAN. -- ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIAI S TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES (IF SANITARY, WATER, ETC.) 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 FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. 12, HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN "EROSION CONTROL NOTES °. 13, CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED TO MAINTAIN A ROUGH SURFACE. 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR ANY EROSION OR SLOPE SCOURING. 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND AFTER EVERY MAJOR STORM EVENT. �2' TYPICAL Z LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NEC REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5-6-14 PER CITY MARK -UP GJM O y. MIDp ! oF... sH�� I - 3a i 2 � W iT -NA E st ♦� FITP, II 8115 �II 0 Z o rn =U U p al �� Z � � 4] �UQ > v S 0�1CJ v v V 0 v •ate V � _ Q C S rj W J U Q O si co Q� JJ e� V G� CL (,D C] c`' Q (J/ V ) DATF 4 -10 -14 81156A c 122 yEFT.< n, G I Q U O S V 0 C7 S 41 U W C` r �II 0 Z o rn =U U p al �� Z � � 4] �UQ > v S 0�1CJ v v V 0 v •ate V � _ Q C S rj W J U Q O si co Q� JJ e� V G� CL (,D C] c`' Q (J/ V ) DATF 4 -10 -14 81156A c 122 yEFT.< n, EROSION CONTROL NOTES 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND /OR THE CONTRACTOR. 2, IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT /CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOli EVER, WHENEVER 17 IS IN THE INTEREST OF THE APPLICANT /CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. A. DRY SEASON(MAY 1 TO SEPTEMBER 30): LIMITS OF CLEARING EXTENDED 70 ONLY ENOUGH LAND AS CAN RECEIVE APPROPRIATE PROTECTIVE COVER OR STABILIZATION BY NO LATER THAN SEPTEMBER 30. B. WET SEASON(OCTOBER 1 TO APRIL 30) L ALL CLEARED OR DISTURBED AREAS WILL RECEIVE APPROPRIATE COVER OR BE OTHERWISE STABILIZED WITHIN 5 DAYS IF NOT BEING ACTIVELY WORKED. 2. IF A MAJOR STORM EVENT IS PREDICTED, THE CLEARING OF LAND SHALL BE LIMITED TO ONLY AS MUCH LAND AREA AS CAN BE COVERED OR STABILIZED WITHIN 24 HOURS. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT CC'ORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. THE CITY OF YELM SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL 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 ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. INSPECTION NO. 1 - INSTALLATION OF EROSION CONTROL FACILITIES /PRIOR TO CLEARING. INSPECTION NO. 2 - COMPLETION OF CLEARING. INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. INSPECTON NO. 4 - COMPLETION OF PROJECT, INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND /OR SPECIFICATIONS. (DOES NOT REC. IE ADVANCE NOTICE.) ALL 8. A WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE CITY OF YELM AND THE 2005 DEPARTMENT OF ECOLOGY STORMWATER MANUAL. TI HA MAINTAINED N SITE TO PREVENT DEBRIS DUST AND MUD 9. ALL NECESSARY TING ES SHALL BE 0 , FROM ACCUMULATING ON THE PUBLIC RIGHT -OF -WAY GRADING NOTES i. THE CONTRACTOR SHALL STRIP THE SURFACE ORGANIC MATERIAL WITHIN THE BUILDING AND LOT ARE45 TO BE FILLED AND DISPOSE OF THE UNSUITABLE MATERIAL AS DIRECTED BY THE OWNER. 2 PRIOR TO THE PLACEMENT OF STRUCTURAL FILL OR BASE ROCK FOR THE BUILDING SITES, PAVED AREAS AND CONCRETE FLATWORK CORRIDORS, THE CONTRACTORS SHALL SCARIFY THE AREAS TO BE FILLED OR ROCKED TO A DEPTH OF 6 INCHES (6) MINIMUM. ONCE SCARIFIED, THE SOILS SHALL BE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (959,) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70, VERIFY WITH SOILS ENGINEERS" RECOMMENDATIONS. J. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8) LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPAGTON AND COMPACTED TO AT LEAST NINETY -FIVE (95%) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE 0- 1557 -70. 4, DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS. ALL IMPORTED MATERIAL SHALL BE IMPORTED GRAVEL "CLASS B" BANKRUN OR BETTER. 5, IXC4VA7VM STANDARD£ CUT SLOPES: SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO i VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SETBACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT CUT DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 -20 FEET HEIGHT / 2 OVER 20 FEET 10 FEET 6. FXL STANDIROS' 1) GENERAL: FILLS WHICH ARE INTENDED FOR BUILDING SITES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE 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 IN ACCORDANCE WITH THE U.B.C. 2) FILL LOCATION: SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 1 -112 HORIZONTAL TO 1 VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. FILL SITES MUST BE APPROVED BY THE ENGINEER AS SUITABLE LOCATIONS FOR THE PROPOSED FILL. 3) PREPARATION OF GROUND: THE GROUND SURFACE FOR FILLS OVER FIVE FEET IN HEIGHT SHALL BE PREPARED BY REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL, AND OTHER UNSUITABLE MATERIALS; SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL; AND, WHERE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL TO I VERTICAL, BY BENCHING INTO COMPETENT MATERIAL AS DETERMINED BY THE ENGINEER. THE BENCH UNDER THE TOE OF A FILL ON A SLOPE STEEPER THAN 5 HORIZONTAL TO i VERTICAL SHALL BE AT LEAST 10 FEET WIDE, OR AS RECOMMENDED BY A SOILS ENGINEER. 4) FILL MATERIAL: EXCEPT AS PERMITTED BY THE CITY OF YELM, NO MATERIAL OTHER THAN EARTH MATERIAL SHALL BE BURIED OR PLACED IN FILLS. PLACEMENT OF OTHER THAN EARTH - MATERIAL IS REGULATED BY STATE STATUTES OR FEDERAL LAWS, AND ADDITIONAL PERMITS MAY BE REQUIRED. 5) SLOPE STABILITY: FILLS SHALL BE CONSTRUCTED USING EARTH MATERIALS, COMPACTION METHODS, AND CONSTRUCTION TECHNIQUES SO THAT STABLE FILLS ARE CREATED. 6) SETBACK FROM PROPERTY LINES: THE TOE OR CATCH POINT OF FILL SLOPES SHALL BE SET BACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT: FILL DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 - 40 FEET HEIGHT OF FILL 12 OVER 40 FEET 20 FEET SILT FENCE NOTES RI VER RUN APARTMENTS NE 114, SE 1/4, SEC 24, TWN.17 N., RNG 1 E., W.M. EROSION CONTROL BLANKET NOTES i. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE- SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE QF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED VVITH WASHED GRAVEL. 4. WHEN STANDARD STRENCTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 7 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTENLD INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT PENCE MAY BE ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLED C)R WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES -HAL.L NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. B. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELC)W AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE C)F EXPOSED AREAS. 13. DO NOT DRIVE OVER CAR FILL OVER SILT FENCES. INLET PROTECTION NOTES 1, PLACE CONCRETE BLC)CKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER THE INLET, SO THAT THE OPEN END FACE EN OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN !gE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT' LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVIER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112 -INCH OPENINGS. 3, PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 314 -INCH TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE 314 INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OFIENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM TFIE INLET AND CLEANED OR REPLACED. TEMPORARY DIKES AND SWALES 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASLD THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A PC)ND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE SOD NOTES 1. SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF 314 -INCH AT THE TIME OF CUTTING., MEASUREMENT FOR THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH. 2. STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT ANIB RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY THE END OF A 3 FOOT SECTION. 3. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OFp WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 4. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SEEDING NOTES 1. SEED MIXTURE SHALL BE. 107RED TOP, 40Z ANNUAL RYE, 40% CHEWING FESCUE, 109 WHITE DUTCH CLOVER, AND SHALL BE APPLIED AT THE RATE OF 225 LBS. PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL f3E NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING) 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULLD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PR0Jr:CTS\,9J . Yeln-i I ?Q ,.r„. It ' FR1;'- 1-,wY - S�j y r, n\l�r- .I Nn q - -11 - 7.- 7.r 11 N, \\ ,.1 h ')' r -r- CC , i. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH ANY ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36- TO 48- INCHES WIDE, SHALL WEIGH AN AVERAGE OF 1.2 LBS/ LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 17 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY GRAVEL OUTLET NOTES 1. GRAVEL SHALL BE 5/8 INCH MINUS WASHED ROCK. A LAYER OF FILTER FABRIC SHALL BE EMBEDDED IN THE GRAVEL. 2. MINIMUM LENGTH IN FEET OF THE GRAVEL OUTLET STRUCTURE SHALL BE EQUAL TO SIX (6) TIMES THE NUMBER OF ACRES OF CONTRIBUTING DRAINAGE AREA. 3. THE INVERT OF THE GRAVEL OUTLET SHALL NOT BE LESS THAN 5 INCHES LOWER THAN THE MINIMUM ELEVATION OF THE TOP OF THE DIKE. 4. WATER SHALL BE DISCHARGED FROM THE GRAVEL OUTLET ONTO AN ALREADY STABILIZED AREA OR INTO A STABLE WATERCOURSE. 5. THE GRAVEL OUTLET STRUCTURE SHALL BE INSPECTED BY THE CONTRACTOR OR DESIGNEE AND REPAIRED AFTER EACH RUNOFF - PRODUCING RAIN. THE GRAVEL MUST BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SEDIMENT ACCUMULATION IN THE GRAVEL. PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9 -74.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER i AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN- SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES I N ORDER R TO PREVENT SURFACE V FA WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW AND SHALL BE APPLIED AT THE RATE OF 1.5 TO 2.5 TONS /AC. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2: 1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING DR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. STOCKPILE NOTES I. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERINGS OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. BY 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. APPROVED FOR CONSTRUCTION BY: DATE: - Directo, ofP iblic Works APPROVAL EXPIRES: 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 RUCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEE -CT 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 MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIC)NAL 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 FACILI7 "Y 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 I AND MARCH 31. B. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. REWSION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5-6-14 PER CITY MARK -UP GJM � u F, r .F y y,M1 TP2 II B115 II � N Z R C1 � N) T Nl V o� i m Ql �Q Fi y Z�sR O C O QI 3 > v Z ONC? O W` v 1 Q N 6> Cl V e0 (, V `t C S O U Q Z rO'A U Itb n j n ' b � V G ^� r� LL U Lei CL v) (C� VV DAIS 4 -10 -14 )RA WING NO.', 8115DASE HEFT J.OF2 Z U � W z � q S C7 W c9 � n b s tj tq 4 6r Ll cl U � N Z R C1 � N) T Nl V o� i m Ql �Q Fi y Z�sR O C O QI 3 > v Z ONC? O W` v 1 Q N 6> Cl V e0 (, V `t C S O U Q Z rO'A U Itb n j n ' b � V G ^� r� LL U Lei CL v) (C� VV DAIS 4 -10 -14 )RA WING NO.', 8115DASE HEFT J.OF2 RUNOFF WATER WITH SEDIMENT 18" MIN RI VER RUN APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. FILTER FABRIC ON TOP OF GRATE WASHED ROCK 3/4" TO 3" (12" MIN. DEPTH) - SEDIMENT /� \/ X1/2 WERE MESH OR HARDWARE CLOTH /X\, 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 ADAPTER SKIRT MIN. (FOR A PERFECT El I) DEPTH (6 "MIN. RETRIEVAL STRAP SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPALLS- (4" TO 6" FOR RESIDENTIAL GEOTEXTILE OVERFLOW (TO BYPASS FABRIC PEAK STORM GJM VOLUMES) 24" EXISTING CATCH BASIN ,0003 SEDIMENT ONLY SEDIMENT ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASIN INSERT #3003, FROM FOSS ENVIRONMENTAL 7440 W. MARGINAL WAY S. SEATTLE, WA 98108 -4Q41 PHONE: 1- 800 - 909 -31677 INLET SEDIMENT PROTECTION (AFTER PAVING) NOT TO SCALE NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ,iRO'EC�SS'I`'',e",�Pt r—ii tsll7I VVl- r,.W" "9? "15l3F,SE. ; Im S/74/2"ttil2-_�i "4' It' \v !- :! ,C�` \CrFu_� ROpO OX, YF X111 �1\1 o `sF6 Ali �i o� SOY w. 2'?9 � o R MIN. 12 "' MIN. MI DEPTH (6 "MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPALLS- (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA CONSTRUCTION ENTRANCE ROCK PAD N.T.S. FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC BURY BOTTOM GROUND SURFACE OF FILTER —\ MATERIAL B8"X12" TRENCH 6' MAX. 2"x2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) FILTER FABRIC MATERIAL PROVIDE WASHED GRAVEL -- S� BACKFILL, 3/4" - 3" IN TRENCH AND ON BOTH SIDES 8' MIN. OF FILTER FENCE FABRIC ON THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 8 "x12" TRENCH 0 2 "x2 "x5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. APPROVED FOR CONSTRUCTION X06 NUMBER 8,1s BY: DA l E: BY 1 1 -22 -14 0 I — 2 N APPROVAL 0 2 "x2 "x5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. APPROVED FOR CONSTRUCTION X06 NUMBER 8,1s BY: DA l E: BY 1 1 -22 -14 _ Directo, of Pubhe Works — — 2 3 -19 -14 APPROVAL GJM z z EXPIRES: GJM lil Q: I REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP GJM 3 5— 6 -14 PER CITY MARK —UP GJM f� U N \V z 1 () o� ro W m R �3 w z�m v �Um a z c`ry L CO v 0 O Q � Q C c) O U O Co Or c m� U) .J LLJ Q U 0 L-LJ I—= L— DATE 4 -10 -14 DRAWING NO TP3 8115GASE SHEET_4, OF INTERSECTION BERRY VALLEY DR LONGMIRE ST. S.E. CONSTRUCTION NOTES OCONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RS1. OCONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RS1. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). Oj CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.09 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. 8O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. 9O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.3% MAX PER, ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N.,RjNG. 1 E., W.M. ? PROPOSED INFlLTRARON $ TRENCH (SEE SHEET R4) on F 1 ' , / ¢ � e DICATIO PR OPOSED 5' (D L CONCRETE SIDEWALK - _ -_ l 1 / PROPOSED I ✓ W t v / �w ✓� / i [STREET LIGHT 2 �w �/� / ,. >,Y LOCATION - r 346 YP.) CAP _34 _- / f H �N�ry6 _ _ ------ _ M 1 %1, 346.27 h � PROPOSED 5� CONCRETE SIOE— WAL�.� qs - /-1211F- 12- ADS(N -12) 03060 — - 45.75 / m �, _ STA. 1 +96.05 = TW= 346.00 gg WA STUB CE INTERSECTION ALIGNMENT °A" & t= a ( ALIGNMENT "B" - / i1+ 6/ / _�� N5� 6 sosgs / - — 2+'— I - - - -- _ -- -- / // — FLOW DIRECTION .RROW (TYP) _ S .SEWER, TUB -- STA;1 +88.05 i /2 I i -- 34b __ ___________ RIM -31562 20 TYR i ______ /� � y9� TW -34&50 /i e �/ ' 'hN Ny'L W11NLET GRATE-_ _ N . � � ___346 ----- - �� g / �w N F - -6� / �5"6� RN .00 �— x PROPOSED Cj / I y� - - - - - -- Q APARTMENT I o BUILDING .,A.. I—i5' FRONT YARD APPROX. SET BACK e" FLOW ARROW TYP. a W F.F.= 346.50 / IN i 'k 0' � I PROPOSED I W �� - -- - -- CONCRETE SIDEWALK / _ _ --------- 348 -- - ALIGNMENT "A' PLANHORIGVIEW D rr °o a � N � � Q M 350 OF DRIVE I YnI ww Wy III I � PROPOSED GRADE ® I p n z p J CB TYPE t _ 348 -ooh _ - _. _ -.- !I�TAAfi : 1 +96.05 ±w oww w _ _ F2 EXISTING GRADE ¢ OF' DRIVE c 345.62'!42.621 -DO %_ -—. —� GRATE , 346 I i 344 I I, 342 EX 10" WATER- ; CROSSING: - I EX.. 4" SEWER) CROSSING 340 338 v +80 04 90 1 +00 II NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PR( IlFC-PC ll 2 a M r'lM r7a `0 „la `O as V,�Ir i t -o' r :_I Aii:Ap 'q ?C. ,A, -r 'Ir, -),-'A _, p[,:1 B" WATER 1' WATER CROSSING III O CROSSING - I R" WATER - SING a rn� rio co o, m o� rn n rn� n r� ro o'- r, m aao E o, 2 a M r'lM r7a `0 „la `O as N 16 as ' co '0 as c° a`}' cri n as iri EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT °A PROFILE VIEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Director ofNblic Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —P, 4! PROPERTY LINE WE ., —RfW - - - - In ■ PROPOSED STORM CATCH BASIN 2 ALIGNMENT °A PROFILE VIEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Director ofNblic Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —P, 4! PROPERTY LINE WE R/W LINE —RfW - - - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN 2 PROPOSED STORM LINE PER CITY MARK -UP PROPOSED LIGHT POLE 3 PROPOSED SIDEWALK 456 -- PROPOSED CONTOUR EXISTING CONTOUR - - - -- EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE p -j EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT :S EXISTING WATER MAIN 00.00 PROPOSED TOP OF PAVING SPOT ELEVATION X 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. WE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 6 -14 PER CITY MARK -UP GJM 5115 � II U Z (k_ O a. j C7 LL J 1� z `z" U v1 �c w CCi c) I z a q � U Lp rn ZOO p- 0 a } INzN o� a O V- C� I v r. v r1 v Q n Q C C7 U Q Z 0�/� co n (J1 LLJ w w O cl- W� z� DATE 4 -10 -14 X71 8115EASL SHEET � OFT CONSTRUCTION NOTES O CONTRACTOR -1 CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF )ELM DETAIL ON SHEET FR. 20 CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSOOT DETAIL F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSi. 40 CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSi. O CONTRACTOR TO CONSTRUCT 8" (MIN.) X 20" (MIN.) CONCRETE DUMPSTER PAD W/ 6" HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET LISS, © PROPOSED CONCRETE WHEEL STOP LOCATION (TH .). OCONTRACTOR TO CONSTRUCT 8" WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.0% SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. 8O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. O CONTRACTOR TO CONSTRUCT 5" CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. A / VEH HUIV APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. APPROX. BUILDING °B° F.F.= 346.50 ALIGNMENT B" APPROX. PLAN VIEW F.F.= 344.00 352 — -- _ - -__ -- -- HORIZONTAL SCALE: 350 348 346 344 342 _.... _. 340 338 336 334 N of a M w F —RfW— R/W LINE — — - -- N N N n cD m p m O r 3 -19 -14 m OJ .- m W N M a N m M r0 o ro co M M� M M M r•) M M n OJ tD M 00. M n c0 M M M r) m M O Nl r0 n M r0 0 rC M �C� cD O M 0 +00 NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. u +lu u +2u 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 ALIGNMENT 'B° PROFILE VIEW HORIZONTAL SCALE: Y' =1D' VERTICAL SCALE 1 " =2" Y. Irt^ � ' -tr rt � ' r)V "\x' 25 '?Al7 *.dw,-J ")"4" I :. 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 APPROVED FOR CONSTRUCTION BY: _-DATE: Director of Public Works APPROVAL EXPIRES: SCALE 1 ° =10' O 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 12,52 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND _'4. PROPERTY LINE —RfW— R/W LINE — — - -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN GJM PROPOSED STORM LINE 3 -19 -14 PROPOSED LIGHT POLE .- PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR _. EXISTING CONTOUR - - EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE' D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE i -J EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN �( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 00.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 i- -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM o M I CJp 441. 1/ F wASb o 1 a R2 II 81,5 II O U � � N D; ti �s 0 Z w 0 oN 1= � �m w m d J w ZSIY IC J� U � Q � V 2 coa ,V ; Cif i v Q i N o� 0 v C.� m Q " V � C c� F- z �0� V, LL � C' b c/ ) M W O z Q_ _ V J Q 'Q J CL DATE 4 -10 14 DRAWING N( 8115BASLe ;HEFT E_DF2 s o :I 0 Z w 0 oN 1= � �m w m d J w ZSIY IC J� U � Q � V 2 coa ,V ; Cif i v Q i N o� 0 v C.� m Q " V � C c� F- z �0� V, LL � C' b c/ ) M W O z Q_ _ V J Q 'Q J CL DATE 4 -10 14 DRAWING N( 8115BASLe ;HEFT E_DF2 R /VEFl HUN APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. co 71.17- 8'ADS(N -12) ROOF RI114-342.4 DRAIN O 0.50[ (MIN.) 1D 'TYPE 40 6' DEDICATION LE 341, ) RII nil _� -- 121LF 6 ADS(N -12) ROOF DRAIN O 0.508 (MIN.)/ RIM =342.4 LE.- 340.35(6 ____ ________ _____ ________342____________________ _________ �_5N V i - e 10.00' -- i V / I ; UMPS9EFe ,342.a� 1 PAD 0.00' °w - ' AR � - oNt 34233 �p..J .� � +�l341.9y i ys 93 I ce 342. 0 342. STA: 0+17. 4 4 RWM 34L63- -- J LE- J36.71(12 *IfI1� W/1NILET GRATE 42LF 12ADS(N -12) O 0.5BX �r ,,,_ 1.E.- 3X95(12'SI0lI FLOW ARROW TYP. W ,/ (. I 0 00 W/MLET GRATE I / _�s -- 341.80 � _ - - _ _ - _ _ _ 42513+ 24' STA. 0 +59 49 3 / INTERSECTION ALIGNMENT "C" RIM-342.6 V i & ALIGNMENT "B" RIM - 343.04 W , o -DR 8 0 0.50 12 ROOF ,✓ - --851F 8 ADS(N -12) ROOF LE =339. (B' GRAIN O 0.507[ (MIN.) -12) O 3.06[ -.N� -. - 34 i _______ ____ _______ _ ___ J 343.15 J 1 ' m _ O /i a SIDEWALK W ro // 9 o DRAIN O 00.500 (MIN.) I -- - LF 339 J h. Z" / i FRONT YARD i a RIM 343.8 SET BACK`3a 7 SaS m PROPOSED LE 339.75(6') 33) /342 B APARTMENT 2 CBP I BUILDING "B' i / - - - - APPROX _ -" 343.19 N E.E.- "344.00 C n Q ALIGNMENT n w < PLAN VIEW HORIZONTAL SCALE: I"=10' CONSTRUCTION NOTES O1 CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM Di ON SHEET FR. OCONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. ® CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). O CONTRACTOR TO CONSTRI:^T 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.0% SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. ® CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.39 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. rn PER CITY MARK -UP 2 3 -19 -14 PER CFIY MARK -UP 3 5 6 -14 PER CITY MARK -UP ]GJM 346 n w ' �U 344.. Y w 0 o In 43+ I I mo I - 050% 342 - -0.5Q% 340 `2 � SEWER '.. 42LF- 12ADS(N -12) O a56X III CROSSING 338._ -_ 336 I TYPE t STA:0+59.491. STA:0 +iZ07 RW-341.95 RIM = 341.6) LE-33&71(12`NE*SW) LE- 3J6.95(12"SWANW) W11NLET GRATE ',, W/1NLET GRATE 334 m N � rn O v m in m m o� rn m fLi m m m m o� m M v O^ O ' O N M N O O m r N N M m M .0v N M M� 0 +00 0 +10 +77 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +701 ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: __DATE: Di[ecw,.f P. I,, Woda APPROVAL SCALE: I " =10' 0 5 10 20 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 LEGEND F. q! PROPERTY LINE --RfW- R/W LINE - - - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE + PROPOSED LIGHT POLE PROPOSED SIDEWALK 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D - --D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE [I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT r EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 00,00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ,IPROJECTS \81 '1.5 velrr PER CITY MARK -UP 2 3 -19 -14 APPROVED FOR CONSTRUCTION BY: __DATE: Di[ecw,.f P. I,, Woda APPROVAL SCALE: I " =10' 0 5 10 20 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 LEGEND F. q! PROPERTY LINE --RfW- R/W LINE - - - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE + PROPOSED LIGHT POLE PROPOSED SIDEWALK 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D - --D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE [I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT r EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 00,00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION 1 1 -22 -14 PER CITY MARK -UP 2 3 -19 -14 PER CFIY MARK -UP 3 5 6 -14 PER CITY MARK -UP ]GJM A R3 OB NUMBER 8115 c, if U 2 a 6 w n Y (u W CS fl J Z > R UM w° w3 ,C 1 R' n U Q } v 2 o cov z' v V N v Q Z C O ci a Z O N - "b v C/-) Uri LL_ Z cj� z� J Q Q J CL DATC 4 -16 -14 DRAWING N( 8115BASE ,HEET -2 07 2 I I I I i I I l' CONSTRUCTION NOTES O1 CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.75 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RS7. O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RS7. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). 7OCONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.07 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. g� CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET PST. St CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH 1- ANDING (0 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 11 CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERE PIPE 0 0.00% FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. 12 CONTRACTOR TO CONSTRUCT 201 X 4b X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE. PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS7. 13 CONTRACTOR TO INSTALL AQUA -SWIRL (MODEL AS -2 CFD) STORMWATER TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET PSI. id CONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. 15 CONTRACTOR TO CONSTRUCT 6' HIGH SOLID BOARD FENCE AND 20' DOUBLE SWING GATE AS SHOWN AND PER DETAIL ON SHEET RS2. RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E., W.M. .d �� . A A V A •� A � P$Of E P QSf PE L ANTk E X SE TRIP 0 f /E f _ E t_ _ -f E __ f k _ ___E E ___4 E _ ___f f _ ___E E ___E 4 _ _ ___t E ___jf _ _�E _ _EE _�f _� __♦f _„ -E _ _f _i . _f f _ _ - -- _'E 4 _,p ( f _ f E f f E f E f E f f E f E E f E E f f k k f E f' E ' - -E - 8 i / 5 CONCRETE SIDEWALK 4D // 1 N40' 1'07 "E 21 0' P I BOPOSED 6' DEDICATION ' BLFi2 ADS(N -1z) 0 1.509 i4 CD TYPE 1 / CD TYPE 1 4 S •0+67.94 STA:0+74.80 a RIM =34210 RI11- 341.76 - W LE- 33a54(12NE&S*) - N, 1 I� W NLET GRATE LE= 338.82(12'W) "pi 15 w 1 aF I WS(N -12) a 1.5OX ��D LOCKING UD °s o ` M "' ' DUMPS7ER8 PAD ° l AREA I I , r� FLOW ARROW TYP. 7YP 1 TYPE I 4 STlf- 342.52 3STA 1 +0256; 7.49'RT RIM 3M36 29LF- 12-f2) O 0.591[ RIAf-341.63 I.E- 338.38(12'IVE&S1/) 7LF 12•ADS(N -12) O 1.23X LE- 336.71(12 -lit W/SOUD LOCKING UD W11NLET GRATE TA: STORM TRENCH 97A. SWIRL 13 14 0+87.80 RIM -J4332 PLAN VIEW LE= 33a47(12'NE&SY1) HORIZONTAL SCALE: 177or 177o WISOUD LOCKING UD 6LF 12 ADS(N -12) O 1.239 RIM - 345.69 LE.- 3XJ8(12`NE) W/SOUD LOCKING UD CONSTRUCT 56'LF X 4' DEEP X 10' WIDE INFLTRATON TRENCH WITH 12• PERE. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. -_. 4 •. -Rj.s 2' MIN. NATIVE - - - - EASEMENT LINE - ® PROPOSED SANITARY SEWER MANHOLE - - r, 1 PROPOSED SANITARY SEWER STUB + r 4. 314" - 1-112" INSTALL FILTER FABRIC 345.89 WASHED ROCK ALONG TOP AND SIDES 1-} (NO PINES) OF TRENCH 14ON t 7. F. 7.5' MIRAFI OR EQUAL. -- 456 - -- PROPOSED CONTOUR _.e EXISTING CONTOUR EXISTING EDGE OF PAVEMENT W 12" ADS(N =12) O PROPOSED GRADE ® D D PERFORATE, "D PIPE e ® 0.009, SLOPE NATIVE -- _ -g'- VEv OF DRIVE SOIL EXISTING POWER POLE pl e D' -- I INFILTRATION TRENCH DETAIL N.T.S. CL OF DRIVE -�- ti"VH/4 TYPE 1 STA:0 +67.80 w q /E^�� 2 NE&SW w f _ S(1 -N LOCKING UD V.✓ W /SOLID UDn f4(12'S&E) E A i 4 E E F _E 344 ' ,. I fI I I I I i I I l' CONSTRUCTION NOTES O1 CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.75 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RS7. O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RS7. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). 7OCONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.07 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. g� CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET PST. St CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH 1- ANDING (0 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 11 CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERE PIPE 0 0.00% FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. 12 CONTRACTOR TO CONSTRUCT 201 X 4b X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE. PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS7. 13 CONTRACTOR TO INSTALL AQUA -SWIRL (MODEL AS -2 CFD) STORMWATER TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET PSI. id CONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. 15 CONTRACTOR TO CONSTRUCT 6' HIGH SOLID BOARD FENCE AND 20' DOUBLE SWING GATE AS SHOWN AND PER DETAIL ON SHEET RS2. RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E., W.M. .d �� . A A V A •� A � P$Of E P QSf PE L ANTk E X SE TRIP 0 f /E f _ E t_ _ -f E __ f k _ ___E E ___4 E _ ___f f _ ___E E ___E 4 _ _ ___t E ___jf _ _�E _ _EE _�f _� __♦f _„ -E _ _f _i . _f f _ _ - -- _'E 4 _,p ( f _ f E f f E f E f E f f E f E E f E E f f k k f E f' E ' - -E - 8 i / 5 CONCRETE SIDEWALK 4D // 1 N40' 1'07 "E 21 0' P I BOPOSED 6' DEDICATION ' BLFi2 ADS(N -1z) 0 1.509 i4 CD TYPE 1 / CD TYPE 1 4 S •0+67.94 STA:0+74.80 a RIM =34210 RI11- 341.76 - W LE- 33a54(12NE&S*) - N, 1 I� W NLET GRATE LE= 338.82(12'W) "pi 15 w 1 aF I WS(N -12) a 1.5OX ��D LOCKING UD °s o ` M "' ' DUMPS7ER8 PAD ° l AREA I I , r� FLOW ARROW TYP. 7YP 1 TYPE I 4 STlf- 342.52 3STA 1 +0256; 7.49'RT RIM 3M36 29LF- 12-f2) O 0.591[ RIAf-341.63 I.E- 338.38(12'IVE&S1/) 7LF 12•ADS(N -12) O 1.23X LE- 336.71(12 -lit W/SOUD LOCKING UD W11NLET GRATE TA: STORM TRENCH 97A. SWIRL 13 14 0+87.80 RIM -J4332 PLAN VIEW LE= 33a47(12'NE&SY1) HORIZONTAL SCALE: 177or 177o WISOUD LOCKING UD 6LF 12 ADS(N -12) O 1.239 RIM - 345.69 LE.- 3XJ8(12`NE) W/SOUD LOCKING UD CONSTRUCT 56'LF X 4' DEEP X 10' WIDE INFLTRATON TRENCH WITH 12• PERE. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. 11 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 348 -_. 4 •. -Rj.s 2' MIN. NATIVE - - - - EASEMENT LINE - SOIL ® PROPOSED SANITARY SEWER MANHOLE - - r, 1 PROPOSED SANITARY SEWER STUB + r 4. 314" - 1-112" INSTALL FILTER FABRIC 345.89 WASHED ROCK ALONG TOP AND SIDES 1-} (NO PINES) OF TRENCH 14ON t 7. F. 7.5' MIRAFI OR EQUAL. -- 456 - -- PROPOSED CONTOUR _.e EXISTING CONTOUR EXISTING EDGE OF PAVEMENT W 12" ADS(N =12) O PROPOSED GRADE ® D D PERFORATE, "D PIPE e ® 0.009, SLOPE NATIVE -- _ -g'- VEv OF DRIVE SOIL EXISTING POWER POLE pl e D' -- I INFILTRATION TRENCH DETAIL N.T.S. 11 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 348 -_. 4 •. -Rj.s R/W LINE - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT ® PROPOSED SANITARY SEWER MANHOLE - - PROPOSED SEWER MAIN 1 PROPOSED SANITARY SEWER STUB TA :O + TA:O 02 PROPOSED STORM DRAIN MANHOLE l!��M= 345.89 PROPOSED STORM MAIN � PROPOSED STORM STUB PROPOSED SIDEWALK U PROPOSED SHOULDER -- 456 - -- PROPOSED CONTOUR _.e EXISTING CONTOUR EXISTING EDGE OF PAVEMENT W D LOCKING O PROPOSED GRADE ® D D EXISTING STORM MAIN e EXISTING SANITARY SEWER MAIN ❑ VEv OF DRIVE EXISTING POWER POLE pl e 346 -- EXISTING GRADE 0 -- -- - -I A A SWIRI. 1J 4 CL OF DRIVE -�- ti"VH/4 TYPE 1 STA:0 +67.80 w q 2 NE&SW w _ S(1 -N LOCKING UD W /SOLID UDn f4(12'S&E) 344 fI RATE + w �a CONSTRUCT 56'LF X 4' DEEP X rSR2 10'1 WIDE INRLTRARON TRENCH 89. 342 ,- _- ---- VATN_12• PERF. PIPE AS SHOWN -- _ _. L -2.00%: AND PER DETAILS ON THIS SHEET � i 340 QBLF- 12-1112) O 0.879 �WLF 12 ADS(N -12) PERF. PIPE, O DIDOX 1 338 7-7" 77// _ L_ -- I.. Zx/ i. 0915 TYPE 1 14 O A:O+ 4.80 .. RIM= 341.76 71-7LF-12 LE- 338.54(12 NE6S*) '.. -_. 336 W/SOU� LOCKING UD CB TYPE I - OW SPUTTER) (MS(N RIM- 341.838.7.479'RT -12) O i.� • 3X I.E- 33B.70(12NIE&SW) a.F- 12•AL #5(N -12) O 1.509 W/INIET GRATE BLF 12•ADS(N -12) O 1.23X BLF 12 AD li-12 O 1.5OX 334 p N t0 � L OO 01 O 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1;"YT 'R•( ry SY '.ii- F •.K"v' 5 P 1 [I '.7'`-C; i ' �"I f '__ ")L- ')F ,, V\ 'l-C 11 -E 'TIC it STORM TRENCH HORIZONTAL PROFILE VIEW VERTICAL SCALE. 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE:.-,- Director A[ Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 747.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND EXISTING WATER MAIN REVISION BLOCK PROPERTY LINE -4'{q- -Rj.s R/W LINE - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT ® PROPOSED SANITARY SEWER MANHOLE - - PROPOSED SEWER MAIN 3 PROPOSED SANITARY SEWER STUB • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN � PROPOSED STORM STUB PROPOSED SIDEWALK U PROPOSED SHOULDER -- 456 - -- PROPOSED CONTOUR _.e EXISTING CONTOUR EXISTING EDGE OF PAVEMENT -- OD EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE pl EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DA 7E DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -.6 -14 PER CITY MARK -UP GJM U ti O � U C� .•;� S.MI pF WA LOB NUMBER 8115 c� LOU U 0 Z y � U In a w w � r o cn o � EV L >' a CU UU am m _d I N U COv n v v Q � 0 �i9 V! m Q � c 3 -/�� V C U ` C U ti O � U C� y Lij ZLL� Or oc I• CL zi Old O OZ co Q CL DA TE IF-4-10-14A R4 8 „SBASE `ETA OF STANDARD SPECIFICATIONS DESIGN DETAIL, WORKMANSHIP, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF ME "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", THE "APWA AMENDMENTS TO DIVISION ONE ", AND ME "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION', ALL WRITTEN AND PROMULGATED BY THE WASHINGTON STATE CHAPTER OF ME AMERICAN PUBLIC WORKS ASSOCIATION AND ME WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, EXCEPT ,„ „o•• _._ WHERE THESE STANDARDS PROVIDE OTHERWISE THE FOLLOWING SPECIFICATIONS SHALL BE APPLICABLE WHEN PERTINENT, WHEN SPECIFICALLY CITED IN THE STANDARDS, OR WHEN REQUIRED BY A HIGHER FUNDING AUTHORITY ^^'"'• ti A. CONDITIONS AND STANDARDS AS SET FORTH IN ME LATEST EDITION OF ME Cltt OF YELM'S WATER SYSTEM PLAN, 0^ B. CONDITIONS AND STANDARDS AS SET FORM IN THE LATEST EDITION OF THE CITY OF YELM'S COMPREHENSIVE SANITARY SEWER PLAN. ......,"a” t C CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF ME CITY OF YELM'S nIx COMPREHENSIVE PLAN. -uTI I STIFF 0, RULES AND REGULATIONS AS ADOPTED IN THE SEEM MUNICIPAL CODE. V E CONDITIONS AND STANDARDS AS SET FORTH IN THE THURSTON COUNTY COORDINATED WATER SYSTEM rI PLAN, JANUARY 1986. I I[ F. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) A POLICY ON ...,." GEOMETRIC DESIGN OF HIGHWAYS AND STREETS LATEST EDITION . 0 MORE COMMONLY 0 MONLY KNOWN AS TH " E A ASH TO ,•1-r ,1 GREEN BOOK ". a _� G, CRITERIA SET FORTH IN THE LOCAL AGENCY GUIDELINES AS AMENDED AND APPROVED BY WASHINGTON a STATE DEPARTMENT OF TRANSPORTATION. H. CITY AND COUNTY DESIGN STANDARDS FOR ME CONSTRUCTION OF URBAN AND RURAL ARTERIAL AND COLLECTOR ROADS PROMULGATED BY ME CITY ENGINEERS ASSOCIATION OF WASHINGTON, MAY 24, 1989. r, I. CONDITIONS AND STANDARDS AS SET FORTH IN ME WSDOT DESIGN MANUAL AS AMENDED AND APPROVED W.u.mw BY WSDOT EFL -I J. U.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AS 12" AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. K. DOT CONSTRUCTION MANUAL AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT eollarde shall he placed around amesn OF TRANSPORTATION. L RULES AND REGULATIONS OF THE STATE BOARD OF HEALTH REGARDING PUBLIC WATER SUPPLIES, AS _ PUBLISHED BY ME STATE DEPARTMENT OF HEALTH AT CONDITIONS AND STANDARDS AS SET FORTH IN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY "CRITERIA FOR SEWAGE WORKS DESIGN'{ MOST CURRENT EDITION. N. CONDITIONS AND STANDARDS AS SET FORM BY ME STATE OF WASHINGTON, DEPARTMENT OF LABOR rA AND INDUSTRIES. - 0. DESIGN CRITERIA OF FEDERAL AGENCIES INCLUDING DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT AND THE FEDERAL HOUSING ADMINISTRATION, P. OTHER SPECIFICATIONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY ME CITY OF YELM. F'rB ;BF III DT .a +E H 1 J air NF L CAT( TNT nIx -uTI I STIFF V r rI AS M IF I I I[ RNIP F ,•1-r ,1 Plan View r� a APLEL T ILL, ! Hh T.1 r N'PIIFIT I AI Irl rvl a r� - EFL -I 12" 1111'rl R11TL 444 id eollarde shall he placed around amesn _ e, rlab m (s) non vamc areas m prayad ,.,iw rA FILI C'IY - ] h IICL Tirl LF FULL HIFFUEA )I CrIIFE F'rB ;BF III DT .a +E H 1 J air NF ym ate, Ie v� um I, 1" OF Y NI se I x ar : r l T /,' t °. Tarc r1 rr<;r CF PUf L i WORKS SLw✓i y ml L IN L <,P EE u FITII' -!rl lF I l "FI3ri1 v- a I I D 1 71L 'If u ,L nFn F o 1 T I1nT IIFL -o L T.N R11 }F A U 1 AN I I 1 I IL @ B _ ,1 L ..e.,,r PI'L FP FLI, ) 6Y N( Ee ALFLI Ir E UIT UL rT1IL IF II/ I IL A P IvE, rIF, :.Jl h u � ', L[UlIIISE UBI LL IT FU(TrlILR Fwtiu rrtn DlLnax un n _- LE, IFOr-, ae,%3 /a4 bJE111. II.IILl IMI9h F "Ll.1, TI N FIFI L vydT. If 1 -: I"FI:Ill" 2 M..T PW ,,, R Ibn4 r I 41- AdI1FI ST C, IT C� V rLE I l OF f IIHI IC Nor T LL t I , Il`L, _ ,'!v l Vvn FI IOf ' - n SL wf MOWS _ nc HO I . I r +,c 3L - u ; , 7'", —T 1>bn L - - v - o r lomo BP ./ f•.. .0 f '_lL1,LI1II Is [xl _ 01 1 II R -ET. N iorl L TO T PL v 11 IT TPJP -a l _ AE - / t ePfi 5- GUTTED 1 [..I M Al �_ 1 "U ....Lanes nIx -- 42 " - -� -uTI I STIFF V r rI AS M IF I I I[ RNIP -e -v 1n'. e rrola acne Plan View r� a ay�� ILL, ! Hh T.1 r N'PIIFIT I AI Irl rvl a r� - LUII I .e,•N , I 12" 1111'rl R11TL 444 id eollarde shall he placed around amesn _ e, rlab m (s) non vamc areas m prayad ,.,iw rA Lrl 1 Ih I I AxI. I 011 , III TFL , 1 ]LI I'+E 'a LED ] h IICL Tirl LF FULL HIFFUEA )I CrIIFE F'rB ;BF III DT .a +E H 1 J air NF ym ate, Ie n um I, 1" OF Y NI se I x ar : r l T /,' t °. Tarc T CF PUf L i WORKS SLw✓i y ml L IN L <,P EE 1Ih_P 19EI F LI 1L' 1xl,N FITII' NT C_HDY 'FTF v- a I I D 1 71L 'If u ,L nFn F o 1 T I1nT IIFL I�// ILL °�I�LIA R11 }F A U 1 AN I I 1 I IL @ B LPN L I I '.E ITT A FIT 111, 1 l, I GFP F FP FLI, ) 6Y N( Ee ALFLI Ir E UIT UL rT1IL IF :.Jl h u � ', L[UlIIISE UBI LL IT FU(TrlILR Fwtiu rrtn DlLnax un n _- ae,%3 /a4 1 [..I M Al �_ 1 "U ....Lanes RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E W.M. DUMP NO WASTE 11 }� O 3 1/2 } - L NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. CATCH BASIN STENCIL N.T.S. Al I Is TI x BY ` i d mu l a I jr AlNm IM 1YPF9 •° •w VI ddh r,m 7 'A F r� ull 1, I!,FE R w U V- -- 42 " - -� 1. V -i rI PLAA H ti 4'01A I I[ RNIP o� e rrola acne Plan View r� Z.11'' ay�� C ILL, ! Hh T.1 r N'PIIFIT I AI Irl rvl a r� - LUII I .e,•N , I 12" 1111'rl R11TL 444 id eollarde shall he placed around amesn _ e, rlab m (s) non vamc areas m prayad RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E W.M. DUMP NO WASTE 11 }� O 3 1/2 } - L NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. CATCH BASIN STENCIL N.T.S. Al I Is TI x BY ` i d mu l a I jr AlNm IM 1YPF9 •° •w VI ddh r,m 7 'A F r� ull 1, I!,FE R w U V- -- 42 " - -� 1. V -i n v PLAA H ti 4'01A I I[ RNIP o� e rrola acne RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E W.M. DUMP NO WASTE 11 }� O 3 1/2 } - L NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. CATCH BASIN STENCIL N.T.S. Al I Is TI x BY ` i d mu l a I jr AlNm IM 1YPF9 •° •w VI ddh r,m 7 'A F r� ull 1, I!,FE R w STANDARD NOTE: ]m mAalhxngretl( Il,e to WNq op,tllGS: ] xTreamenlFW' rts swx snare, may,. SMx t W /paxs Swage; P qal. PlpdBa assn MgniN adldh ml All Ilhall Sm S. Ran M°.... syvnn o dsaas 123/4 Ocra91 ,,..m. "w,,... Ill ,.. °"... 0.. _ ..P ng nn long Stubout lanufaQUrer. 2.00% 2.009, 7 2 "MIN. COMPACTED DEPTH Cl ASPHALT CONE. PAVEMENT. 2'MIN. COMPACTED DEPTH CRUSHED SURFACING (5/8" MINUS). 6 "CE"B" BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. LS. Manhole Fame and — Cover by Manufacturer. (See Oehll) Swid U V- -- 42 " - -� 1. V -i n v PLAA H ti 4'01A I I[ RNIP o� ea(nes hall Plan View 1 1 1 1 Z.11'' ay�� C ILL, ! Hh T.1 r N'PIIFIT I AI Irl rvl a r� - LUII I .e,•N , I 12" 1111'rl R11TL 444 id eollarde shall he placed around amesn _ e, rlab m (s) non vamc areas m prayad ,.,iw STANDARD NOTE: ]m mAalhxngretl( Il,e to WNq op,tllGS: ] xTreamenlFW' rts swx snare, may,. SMx t W /paxs Swage; P qal. PlpdBa assn MgniN adldh ml All Ilhall Sm S. Ran M°.... syvnn o dsaas 123/4 Ocra91 ,,..m. "w,,... Ill ,.. °"... 0.. _ ..P ng nn long Stubout lanufaQUrer. 2.00% 2.009, 7 2 "MIN. COMPACTED DEPTH Cl ASPHALT CONE. PAVEMENT. 2'MIN. COMPACTED DEPTH CRUSHED SURFACING (5/8" MINUS). 6 "CE"B" BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. LS. Manhole Fame and — Cover by Manufacturer. (See Oehll) Swid Mal Fla.. 8 Ceva Oebll NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIGNAqua -swirl Concentrator Model AS -2 CFD Ssanda d Detail -- (PROJECTS \flli vel 41 1 �',,- I , - \P ate; -r 9G�':'� 1� -B� , .;.1 �� n ° cn��1) Rim elevations to matdL Flnkhed grade. HOPE beers ran be field dut by Contactor, /- TYPICAL BUILDING INFILTRATION TRENCH. / INSTALL 6'W X 4'D INFILTRATION WASHED ROCK SPECIFlCATlONS TRENCH W/6" PERT. PIPE S - - 0.09 AND FILLED WITH WASHED ROCK. . SEE DETAIL 1009 PASSING 6" SIEVE 80 BELOW TO BE INSTALLED AT TIME OF 1009 PASSING 4 SIEVE IBUILDING CONSTRUCTION. 0 -109 PASSING 1.5" SIEVE 0 -29° PASSING 1" SIEVE D.S. (TYP.)-, I-CLEANOUT 0 -19" PASSING #200 SIEVE BUILDING INSTALL TEMPORARY MIRAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 05' MIN. I_ 6' _ GROUND PROFILE GUTTER DEBRIS .. ,—T n"Id-i� I " SCREEN 8" 0 PERF. PIPE 4 WRAP ENTIRE TRENCH WITH BUILDING FILTER FABRIC (GEOTEX 801 L 1 67• OR APPROVED EQUAL). J. DOWNSPOUT WASHED ROCK SECTION 10' MIN— —APMT BLDG "A' -20' APMT BLDG. "B " -25 I�IE71� 4 L GROUND PROFILE 0 PERFORATED 6 PIPE C -� CLEANOUT PIPE ®S -0.0, SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET WASHED ROCK TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. IV ITYPICAL INFILTRATION TRENCH FOR APARTIINENT BUILDINGS 07.29.03 1-'-- N T.S. IBLARSOKIddheal Bad CONCRETE SIDEWALK DETAIL 900 " NQ 115 040a 01 'N.T.s. STANDARD 109 xure °o°n /Geld /11] rl 19 I EXTRUDED CONCRETE CURB DETAIL l a.. wre 04.04.01 ' N.T.S. 117L�D NO. 112 109 ac NO. 240 APPROVED FOR CONSTRUCTION BY: — DATE: Director of Public Work, APPROVAL EXPIRES: U V- -- 42 " - -� 1. V -i n v PLAA H ti 4'01A I I[ RNIP o� ea(nes hall Plan View 1 1 1 1 Z.11'' —llll C ILL, ! Hh T.1 r N'PIIFIT I AI Irl rvl a r� - LUII I .e,•N , I 12" 1111'rl R11TL 444 id eollarde shall he placed around amesn _ rlab m (s) non vamc areas m prayad ,.,iw rA Lrl 1 Ih In &..loadlne by melMenanm ] h IICL ym ate, Ie um IflL11q�F 111FUI EE II.IILl IMI9h F "Ll.1, TI N FIFI L vydT. 2 M..T PW ,,, R Ibn4 r I Mal Fla.. 8 Ceva Oebll NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIGNAqua -swirl Concentrator Model AS -2 CFD Ssanda d Detail -- (PROJECTS \flli vel 41 1 �',,- I , - \P ate; -r 9G�':'� 1� -B� , .;.1 �� n ° cn��1) Rim elevations to matdL Flnkhed grade. HOPE beers ran be field dut by Contactor, /- TYPICAL BUILDING INFILTRATION TRENCH. / INSTALL 6'W X 4'D INFILTRATION WASHED ROCK SPECIFlCATlONS TRENCH W/6" PERT. PIPE S - - 0.09 AND FILLED WITH WASHED ROCK. . SEE DETAIL 1009 PASSING 6" SIEVE 80 BELOW TO BE INSTALLED AT TIME OF 1009 PASSING 4 SIEVE IBUILDING CONSTRUCTION. 0 -109 PASSING 1.5" SIEVE 0 -29° PASSING 1" SIEVE D.S. (TYP.)-, I-CLEANOUT 0 -19" PASSING #200 SIEVE BUILDING INSTALL TEMPORARY MIRAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 05' MIN. I_ 6' _ GROUND PROFILE GUTTER DEBRIS .. ,—T n"Id-i� I " SCREEN 8" 0 PERF. PIPE 4 WRAP ENTIRE TRENCH WITH BUILDING FILTER FABRIC (GEOTEX 801 L 1 67• OR APPROVED EQUAL). J. DOWNSPOUT WASHED ROCK SECTION 10' MIN— —APMT BLDG "A' -20' APMT BLDG. "B " -25 I�IE71� 4 L GROUND PROFILE 0 PERFORATED 6 PIPE C -� CLEANOUT PIPE ®S -0.0, SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET WASHED ROCK TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. IV ITYPICAL INFILTRATION TRENCH FOR APARTIINENT BUILDINGS 07.29.03 1-'-- N T.S. IBLARSOKIddheal Bad CONCRETE SIDEWALK DETAIL 900 " NQ 115 040a 01 'N.T.s. STANDARD 109 xure °o°n /Geld /11] rl 19 I EXTRUDED CONCRETE CURB DETAIL l a.. wre 04.04.01 ' N.T.S. 117L�D NO. 112 109 ac NO. 240 APPROVED FOR CONSTRUCTION BY: — DATE: Director of Public Work, APPROVAL EXPIRES: ATT,ll.A R FIT", �_ -- �s,.w oNA ry F E� nh :A TI I r Nr aus Ptl , 1 pHh Yi 69PIiT - MIT A-,,, FIN �� a P r u "111, I nr . 1, ,k IN ATIC L FNI 1 u- N(H C11I L N COIL 1111 1H,L EITH TIL Ar IT TIFT ALL TLILNa IhI 11104rt 1i as L /N T : r n urPO- TFFlil_IL F'r F F;1_1 FF`"k-) R I LJ I TLiFUL A 1 11 T P I 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. 3. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND, TYPICAL BUILDING INFILTRATION TRENCH, INSTALL. 3W X - IT X 2OIL DISPERSAL TRENCH W /6" PERF PIPE 0 S 0.0% AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPECIFlCA77ONS BELOW. TYPICAL ALL LOTS. TO BE 1007 PASSING 6" SIEVE INSTALLED AT TIME OF BUILDING 80 -10US PASSING 4' SIEVE CONSTRUCTION. (SIZED FOR 2,500 S.F.) 0-107 PASSING 7.5' SIEVE D.S. (TYP. CLEANOUT 0-2% PASSING 1' SIEVE z � I 0 -1i PASSING #200 SIEVE HOME _` INSTALL TEMPORARY MIRAFI SILT FENCE 4 A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. GROUND PROFILE GUTTER DEBRIS �ICYIE]IF nh iN�41B -- 6" 0 PERF. PIPE 0 S =0.09 WRAP ENTIRE TRENCH WITH I FILTER FABRIC (GEOTEX 801 BUILDING 1 25 OR APPROVED EQUAL). DOWNSPOUT -- WASHED ROCK SECTION- 10' MIN. 20 '7 TWIASHED L GROUND PROFILE 6" 0 PERFORATED 4" PIPE CLEANOUT PIPE A S =0.0% SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. I_ OCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. CARSON TYPICAL INFILTRATION �I AND AssocrArES TRENCH FOR A PARKING GARAGE J AN @ 9 4401 South 66w S(Ta2t taro �1E.. 07.29 03 N.T.S. Q STANDARD NO. 240 All Tacoma, Washington 98409 nIE xwp 253 474 -3404 �onels�lwxsoxa/oonOwaz,e.ows JOB NUMBER 8115 U � II U G: 2 Or � Q � C9 41 U O W y U � U IO Q W al O U) c J L W T I•� 2 � W � m J W Z � � O p � Q CB S O I � U V- co 1. V w�. n v PLAA H ti 4'01A I I[ RNIP o� c CCAIP CiF DrFLU _.A `T G 1 1 1 1 Z.11'' � 0 C ILL, ! Hh T.1 r N'PIIFIT I AI Irl rvl a r� - LUII I .e,•N , I 11 1111'rl R11TL 444 id i _ ,.,iw rA Lrl 1 Ih ] h IICL Ie IflL11q�F 111FUI EE II.IILl IMI9h F "Ll.1, TI N FIFI L vydT. 2 M..T PW ,,, R Ibn4 r I ATT,ll.A R FIT", �_ -- �s,.w oNA ry F E� nh :A TI I r Nr aus Ptl , 1 pHh Yi 69PIiT - MIT A-,,, FIN �� a P r u "111, I nr . 1, ,k IN ATIC L FNI 1 u- N(H C11I L N COIL 1111 1H,L EITH TIL Ar IT TIFT ALL TLILNa IhI 11104rt 1i as L /N T : r n urPO- TFFlil_IL F'r F F;1_1 FF`"k-) R I LJ I TLiFUL A 1 11 T P I 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. 3. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND, TYPICAL BUILDING INFILTRATION TRENCH, INSTALL. 3W X - IT X 2OIL DISPERSAL TRENCH W /6" PERF PIPE 0 S 0.0% AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPECIFlCA77ONS BELOW. TYPICAL ALL LOTS. TO BE 1007 PASSING 6" SIEVE INSTALLED AT TIME OF BUILDING 80 -10US PASSING 4' SIEVE CONSTRUCTION. (SIZED FOR 2,500 S.F.) 0-107 PASSING 7.5' SIEVE D.S. (TYP. CLEANOUT 0-2% PASSING 1' SIEVE z � I 0 -1i PASSING #200 SIEVE HOME _` INSTALL TEMPORARY MIRAFI SILT FENCE 4 A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. GROUND PROFILE GUTTER DEBRIS �ICYIE]IF nh iN�41B -- 6" 0 PERF. PIPE 0 S =0.09 WRAP ENTIRE TRENCH WITH I FILTER FABRIC (GEOTEX 801 BUILDING 1 25 OR APPROVED EQUAL). DOWNSPOUT -- WASHED ROCK SECTION- 10' MIN. 20 '7 TWIASHED L GROUND PROFILE 6" 0 PERFORATED 4" PIPE CLEANOUT PIPE A S =0.0% SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. I_ OCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. CARSON TYPICAL INFILTRATION �I AND AssocrArES TRENCH FOR A PARKING GARAGE J AN @ 9 4401 South 66w S(Ta2t taro �1E.. 07.29 03 N.T.S. Q STANDARD NO. 240 All Tacoma, Washington 98409 nIE xwp 253 474 -3404 �onels�lwxsoxa/oonOwaz,e.ows JOB NUMBER 8115 U � II U G: 2 Or � Q � C9 41 U O W y U � U IO Q W al O U) c J L W T I•� 2 � W � m J W Z � � O p � Q CB S O I � Z O U W U O V / C/) w REVISION BLOCK NO. DATE DESCRIPTION BY � .1t�y M7pO off 1 1 -22 -14 PER CITY MARK -UP GJM Q+�'oy WAS �I - 4 4, 5B or O # �. DA LE 2 3 -19 -14 PER CITY MARK -UP GJM j V 1 % 3 5- 6 -14 PER CITY MARK -UP GJM ; 4- 70 - -14 [RS1 DRAWING N( ST 1�9 _• 8115L ASE _ SHl_OF2 U V- co V w�. n v Q � � U m U V o� c C � 0 C U ti O'^ cc Z O U W U O V / C/) w REVISION BLOCK NO. DATE DESCRIPTION BY � .1t�y M7pO off 1 1 -22 -14 PER CITY MARK -UP GJM Q+�'oy WAS �I - 4 4, 5B or O # �. DA LE 2 3 -19 -14 PER CITY MARK -UP GJM j V 1 % 3 5- 6 -14 PER CITY MARK -UP GJM ; 4- 70 - -14 [RS1 DRAWING N( ST 1�9 _• 8115L ASE _ SHl_OF2 W,,Llr ac JI G Tr) ❑FAIN I — N(h'LII LJFi 1TILL QNI PI-ID�ID sI TIT':III_ RE- U0.L HF_ @31CIIlc. MAINTAIN T6P OF PATH I lyivE AD). F1NK11 �RALIL. — — CLA,p C A�Pillf — -'1F CRE,E FINCH I EM IF H AL ; 'r Ili S 1' IIC�PJ L L1 SLF L VIII Is E J1ir(tl [GNI 4CT 3UUpI'A fl- MAUI 1 AIt, IbF IP PAIIi H(.F Apt. FINISH 4 J✓-I P 1 /4 eIIINUS GP NEC L P[ TI 1RlM � I VAI III, FNdldioHAIIL -VJ W Lj IF IF iol9 E NFy JAI Hrk III .ICI_ ._ - -. rOM1IPAC'� - VHGRACC HC 1 NF I'I IY OF "ELP.I CEP7 OF_PU@LIC VdUR_I -.3 PIF[Ij JfIrI,41I 7, ll1 LLM ]TH Nonl liH:IIIE F ALL- el - " F14 ;IIAI Ht III F1111,TIM , IIITIP NI RG FI IEI 7,11H ) IIU IIIIHIF IP /L 11IF1II N JI NOFOLA II, J vp11 APIH FL I PI BI L VII L4[Ff I )k E. LWN. TI D. TAFF ) I1 , LF, ND 'LT7R V lH 1 II IF _I IrFFI PeFFI,11,1 F`EIRtAlTTFu FL LF i ',.li ECTI O )HL EE EI li 1,1[ I r Fl 114E, I OF AFFITIOPIAL III C All J - 'L)RId LINAINA IL. SIRI I E II,HIII1 ", 1 ✓LNHI �IRU/ I IRF zl I L'I I I III Y` I Pet DCPT_ I'liM VnLRA� "\ f N VFf LAC flG IF s 'a I - �) /L I;1UOu A /I/ER HUIV APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. D1 ARTS A S,ar"o PLAN MEW TYPESINGLEBWECTpNA BUF ET I LXapZ bin..... IAIMa SE 9' aereebn RE, me pmmNNllll 5[EVM'macrumws 2 ciXmt UH..... mRWebs a nn L.pm In waNC /N -MARE lwl 1 -22 -14 ASURwn b Na Cmbxl REAM cuxa 3 preae brmM sEExmEm �m'°anGBABBS -a AARS- Kareplaneasnell mfiuinU011M1e LENDING A. sl tlon Saes, ea®aaepvemerolneeeppuaan y. Ercwl M1M�ollM au °nre ar Mnr RmFM'U.cmbe'c'Cd1 i1 term...... ." % a hnG I� N �p caN C Am SIGNS ID'an ala eGa mr.ne P.axmaa cam IT JI'll 3.3 SMNM�Lm Plan FJfl,O /wC Sa IN Ca N ' -JII'1 s maaamACAUSEepm mpa N. C7 r. TeMpmnl CH'CNn E.P GU CjmDN pTW]C -Ip aer roaY D cam or MEBR .r m.Pea.mlma wssm3 tla¢ARBEAn" sEEfT xpAR°FUxFxm sEEtt Da"Al can S ID are pmmNnum lunnln bye alnNno rpxrM I ", ramp blpinb e. etb bet CUBRA M1ANag9ne abye lnaaRn N.yaM.N wnnwlA3 -AEI NOaEe a.se.pq BaM.wnaa.ppMay a.,3 mal maamam NrmM. m. maamfl bpBalmre am temp aM1ell be eaflalea leaslMe. OUR.-- - mill- w[oF cammnwa.aa laaebaaam HASHAT ral. fl' PLAN MEW Sw BmMartl SpxMktllw B, . TYPE SINGIE INGROMNB PBAYMT eCUmmey M OmllleeM n g 1 IBM batlt otme IPACCE, "GETTUN IE. SUP aMlorbM ngw Ian k , MCUm Remy pTY'Sa OCUR- CURTIN a�M B.. NBrc MI bB no ma IN mrama. F sESr H.B.N.— E LEGEND RA NA cuuR E RA°ERRE.x C.-HETx[RRFCCCx SECTOR OA SECTION O IFSATHRICEIREE SURFACE -SHE xxp PERIME -X WRBF wrFPS .m w SINGLE DIRECTION unER SEE a- CURB VAMP ISOMETRIC VIEW ISOMETRIC MEW RQBMB TYPE SINGIE BME. A TYPE SINGLE CESSION NB PAYUMR DETAIL O PAV LIMrt NO S L -� C cxsxoxw E'cur SSIABE 1. A. eambl - s Saw 1Gwsl alelMxmne mx/a MaNNtlp cumin pt tl fprtr 1°r Sla hlWnp. �Ijws' x $. Th OI NeW gb.: ¢TINT le pLMma el Ne ne[koloim, and L wAUwAV eedmfC.B ree 3. n a as n.e e.ayreameewmeaa�mr am. 9 eab x In d '_r EEER a. m add Fana o..IMlmamea lmreuW mina murvcAlm SwE cxmXS maanpnmo-wel. SECTOR O s. mwmnne pu nre VV Mm Sinn aae sname -u¢a pain nmFACCAM 12 un DUACIA wamaa Surrfaw Mm1MpMmam 1apmwrea ADI SLEARECT -11EV ElcpTIDE"T s. 5w 5mneara Plain lm¢dewelx ene am amp deNlb. mu ax4 TRUNCATED DOME DETAILS cuxam°wrtw mcxoR 1. m p°'mramp NrpC ntl Flare' W n O weary surkn IMa1 N. Wl nm of NN reap M M' m redaebru ARE sEExarta a °FE DETECTABLE WARNING WRFACEDETNL Ine all. 33 R. UUH------- -n.... n.n..... ..,�...� ..emu .. �cuRR SEERBAEA K wK`MVn ulamx nwnv E ABAI a, B.— CIESMOURP I 1—v' µ:q,E - ;I EEI PERPENDSCULARWNGRAMP SEF XD.B AMWAT (FF XOIE 8) RT IswxD CUT—THROUGH a DIFE" -A.FB c REANE -"a A, L]_LW6.OAw tea. ° a sir o, � SFExm[z - p' - I� \ MEDIAN CUT-ThROL SINGLE DIRECTION CYRR gpER T IN Visas ,w NCUCUCCRR 'a..A r.xaRl s >I.x RR A R.E xe.ER, wu. A.m I CURB- FREiA4T CDK IVMH.SIYI9 wine -FO saw xtro an.Fn � of Ar axRR RouxOAeoATSPLTER 11 11 1 .. 1 ISLAND vwENEAT. .......... [s� A/MPSTER HVC1D.r31ME L, r - - -1 I I Fad 61GVAYPED F05T I IX1'PBTFR 16x S0.6. I \ GpLSAWp ( � N, of, RwcNI TIM 1 I I L - -_ __ J L. - -_J AB 6" TALL PERIMETER SOLID BOARD FENCING AROUND TRASH ENCLOSURE SEE \ � i _p)v1j A9MRLT FLR (ARE 80.T 0.R GATE N �' / / mIN P091RCb¢ TIP. r;-\_ DUMP-97-ER PLAN XAEEy x` CAI S1 -+r1�� 6�_ MAVDs as= sx\.wsl -Prt PuNap3L.0 V1AAcE9_.2AL_ ("I o¢ SZP_El,>, X10 cL Fax 1 INK o" -.rcAFs or Euc osw2c OR (-WB S, NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. It:`'� \L `.. I_ 'SE I./ Yea : _r IV, ,.kr 1"_eaa/Ar. a NCI. 1 /LT •).`'�ll. L.IL -Tf; rr- chl\ rrTl �� WExoIE SB.1SEEP'ES m ux RANI GORE PEDESWIAN RAILROAD CROSSING HELD I 1 SHARFA -0$E PATH CONNECPCN DETECTABLE WARNING SURFACE APPROVED FOR CONSTRUCTION BY: DiswroE of Public W.Nks APPROVAL EXPIRES: lnl r- „s,,c IE I IJ L - sAxona CN c+ )ETAIL I.- CIDCUlwmNwnma- ow 'RRRB'eB aen.mI N- MMBaunaesrev. 'Tv kr ter: ':af< . a, .a psa ha ."fd .� _- 1U” _. CROSSWALK LAYOUT s EEr °E uiesr REVISION BLOCK NO. NGPmxeeaasp E, UNACr A - c XmAC A F" 1B CumR pbreeM medae or unmaMeaawsvulN. IS i PB 1 -22 -14 Gmmflalry bcalbn eM1allMpyaoW wMA lnawdMOtlneesa'w61M cmawe &, rssnvxnntln COn0ed P4n¢. aEEesaNpMpMYxE s Sl[sdXpWNp MUx °I EE NOTE 3 -19 -14 PER CITY MARK -UP GJM pp11 p bmSmMAe .A w. m,AAm Aa.Naesnn.YL.°flIUN�Nmae i1 PER CITY MARK -UP 3. pa rml maw Grxln95 JNnctlon BO.as.MmssCOVeri wclM1ernppuaf cuxBAxouu C nan s nER1.1Ne CUmRI..... WNCINe Gem Nrryor y °I p^ SINEW Landing n C7 Ld cuxewv, <. SaACmbsal Re AUINemrdr&.Npac. 3m SNMam PYn " dGUIMC WpaaaM CUmeM GalmLeM sEEtt Da"Al can PWOEen CUm USE SED puNewma Ct _ - mill- sAxoen°auxE.am 5. Sw 3la sLartl Ran FJfl lO br Canenl CUnoela SieaweM CaM16. EacECacune EarWxoaaN a sEECw See CmCAAA Emn9 SE, MBU Bad yiawmenl m5aaweR. NACE°PCUES IPACCE, "GETTUN pTY'Sa OCUR- CURTIN 8. rna Bq lkm'Camenl UncmM CUm Pempi 'ews ncl RUNI M MR.B, Cam cum eN GDEM Depm FBI Ga.. PeELae® Cum, or BMEDW. PIAH NEW ° PO T Pemp mexlmummnning sbyeatoll nd rpluimlRe temp arplM1 ' TYPE PARA.A U11 TAM —WAxs TYPE PARALLELe pI'L=1 wa]15�11. evoltlMma Na 1meafinlml� nemm�nwtl '9 wnaa.vpnw Ina 1s -rwl maa. B." =aAaa = u1,za a., m bb. S'Mm.N. II EUM'_E - CA a. Sam R. La,ft .ne EW sin a nasty. Sae SUntlare OFF RWa. P¢flaaCwu31P. 1 zuu pq s. Pefm ton ca Bn. nm Oul.s a rtm.In. e.d mnle a ......cat - °'""A` CUm Pemp.aemrL.n. OR aNN M alto Mma BIa.B ..: R.mp w LMaa rM am IMm wu M a. mSmMl m remb. cEMEXr c °RW -SEE x°ma .xnxomN M[.x EmNr: SECnoxNO All HE.I cxrRncT mcwp SmEw s[OPEm EIrxFNpwmn°N BE HE mwr s:'E ^MO°E U SmEw mnEeRaEa RR MCA — CRE .A EK—KA4 ,DVE. Cuxe NMam 'wp sEEaawxoxxa PrAxrmaapSECTION wuxc s[.EMx Xisapa'e O OR O CE.. ONCRETECURSHERI CLATRAFTIJ PARALLEL CURB RAMP BARI ISOMETRIC MEW ISOMETRIC NEW TYPE PARALLEL A PAYIIMR TE PAMLLELBPAVLMB YP APPROVED FOR CONSTRUCTION BY: DiswroE of Public W.Nks APPROVAL EXPIRES: lnl r- „s,,c IE I IJ L - sAxona CN c+ )ETAIL I.- CIDCUlwmNwnma- ow 'RRRB'eB aen.mI N- MMBaunaesrev. 'Tv kr ter: ':af< . a, .a psa ha ."fd .� _- 1U” _. CROSSWALK LAYOUT s EEr °E uiesr REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GPM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM �I D!) 4i C7 Ld 8115 _ 4 0 1 R'S2 DRAWIN G 11 S 8 AE z Lo �I D!) 4i C7 Ld O I O M; I!) N Z W K Gm 2M CL � ly m w' 2�IT, O m Q >v= c N G n d- n a' _Q x7 V � m v �9 ro m Q� r C S �i U Q OG '^ z FEE Lo g� v Z O Lj LL_ 1 _ Q U Ld C L O( c�(n ( ( ;V ) V) 1 II� W Q) IM 111 _ 4 0 1 R'S2 DRAWIN G 11 S 8 AE A /I/EH HUN APARTMENTS NE 114, SE 114, SEC 24, TWN 17 N., RNG. 1 E., W.M. l..A -T•..I .Iii \1 -. 0, , n, IY,F'.! -I 6' ROW' DEDICATION - - dr _ _)k@IM=W 6363 LE- 341.00(6') - 10'- SIDE. YARD F SET BACk 01@ 10 15' FRONT YARD O SET BACK NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. Ppr)1[7rTCl .R1 1 P` 1 /�Im A r i; Yl6-�P r' I "1 ' 17 � (: ],A,.'1 r 'Q ' 11 f C) z w y Ay � 346.5 ?S q, 1," , w TD o X345.90 if TW -345.8 ^ BW 3450 TO Q w z I m W� tii I �- .. i r, wj I _ t � M T'YI M' /1 f •1 . L 1 1 c / i c i 4 V 1 1 - 1 j } i 1 • BERRY VALLEY DR 1 pey M 6 'i 9 v " o ' r i y 1 _ - `, 1,149'2f3.64 W 1 1 346 , i 4�� ! AS ! N .1 CONSTRUCTION NOTES :. iO 9" X 20' PARKING STALL (TYPICAL). O 9' 20' BARRIER FREE PARKING x STALL (2) TOTAL SHALL NOT SLOPE MORE THAN 7 IN 50. ALL BARRIER FREE STALLS WILL BE IDENTIFIED BY A SIGN AT THE HEAD - -� OF THE PARKING SPACE, 60 INCHES MIN. ABOVE GRADE TO BOTTOM OF SIGN. VAN STALL WILL ALSO STATE "VAN" PER ANSI A117 -1 CHAPTER 502.6 &IBC iI SECTION 1107.2.4. , O10' X 20' PARKING GARAGE STALL (TYPICAL). OCONSTRUCT 5e WIDE CONCRETE SIDEW' K PER PLANS. SEE DETAIL ON SHEET RS7. 5O CONTRACTOR TO CONSTRUCT WIDTH AS SHOW CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSL © CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERF PIPE 0 0.00% FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND , LR DETAIL ON SHEET RS7. 7O CONTRACTOR TO CONSTRUCT 20'L X 4'D X 6'W INFILTRATION TRENCH W1 8" AD 5(N -12) PERE PIPE 0 0.009 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS7. O CONTRACTOR TO TRANSITION FROM PARK BFNCH LANDING PLAY STRUCTURE AREA AT 2:1 MAX. SLOPE TO SURROUNDING FINISH GRADE. 9O SEE LANDSCAPING PLAN FOR AMENITIES AND LAYOUT. 10 CONTRACTOR TO INSTALL MAIL BOX CLUSTER (CBU) AS SHOWN AND PER DETAIL ON SHEET RS2. it CONTRACTOR TO CONSTRUCT ROCKERY LANDSCAP:' WALL AS NEEDED TO ALLOW FOR PLAYGROUND AS SHOWN AND PER DETAIL ON THIS SHEET l..A -T•..I .Iii \1 -. 0, , n, IY,F'.! -I 6' ROW' DEDICATION - - dr _ _)k@IM=W 6363 LE- 341.00(6') - 10'- SIDE. YARD F SET BACk 01@ 10 15' FRONT YARD O SET BACK NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. Ppr)1[7rTCl .R1 1 P` 1 /�Im A r i; Yl6-�P r' �_f1�nJr V' "1 ' 17 � (: ],A,.'1 r 'Q ' 11 l..A -T•..I .Iii \1 -. 0, , n, IY,F'.! -I 6' ROW' DEDICATION - - dr _ _)k@IM=W 6363 LE- 341.00(6') - 10'- SIDE. YARD F SET BACk 01@ 10 15' FRONT YARD O SET BACK °0. M n 3 43 '3>O n 342.61 O I 9 - - - -- - - - (D GJM (D ze; (D ! O 9 - - 1 as - 5°ya I (D I i.75 F I e '6 5' 3q6 C 3kg30 - SR 0 r+ 1342 Y 54J. O O DRAIN O DWX (MIN.J 21LF 6'ADS(N -12) ROOF RIk 24 RAIN O 0.50X (MIN.) I.I- 50(6 O I O O O O p 0 -. - A,: , 342.70' RIAa- 343.04 0.1 Nti. LE.- 339.77(6) ,gAry tlLF e•ADS N-I4 RDOF- - ati DRAIN O 0.50X - (MIN.) DRAIN O RIM_J a - t 4E- 339:75(6) -BLF 8'ADS(N -12) ROOF- DRAIN O D50X (ANN.) 59 PROPOSED APARTMENT BUILDING "B " APPROX. 344- - F F- = 344 00 I, 344 _ O - °0. M n - -- 65LF -6 ADS(N 12) ROOF DRAIN O 0.50X (MIN.) RIM -34A50 I.E =34:L00(6-) 6 FG= 344.51 I 1 BY 1 1 -22 -14 - - - (D GJM re FG =344.4 3444 3 -79 -74 PER CITY MARK -UP GJM 3 4 PER CITY MARK -UP GJM C) z w y Ay � 346.5 ?S q, r, 1 w TD o X345.90 if TW -345.8 ^ BW 3450 TO '1Q V " -_- ly ,x 46'66346.41 yay. 64 1 . 65LF 6- ADS(N -12) ROOF 1 [al DRAIN O 0.50% (MIN.) 1 RIM- 346.00 LE- 34120(6) RIM- 346.00 I 6E- 34286(6) 1 - - - -. 13LF 8'ADS(N -12) ROOF DRAIN O DWX (MIN.) 59'I_ - PROPOSED I APARTMENT I BUILDING "A'" 1 APPROX.i ___... F.F.= 346.50 346 10` PSE EASEMENT PER AFN- 3982737 - P:c7117Ld LE-340.Z) W/INLET GRAPE I.E- 339.71(8) 7 WANLET GRATE' 44- 0Co 56LF 5'ADS(M DRAIN O 0.50) TW= 44.5 44.5 11 BW=3� b / N I.E- 342.81(8) W11NLET GRATE TW -346.2 BW =345.5 @ 11T.T1:LT . PP APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =20" 0 10 20 40 �0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND A 0.00 PROPOSED TOP OF PAVING SPOT ELEVA ➢ON X 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -79 -74 PER CITY MARK -UP GJM 3 ,- 6 -14 PER CITY MARK -UP GJM C) z w JOB NUMBER z 4. O � Z m Ui 3 ZZ� O v ? cI T z N o�n�? co v 8 M v v a� N �rn n v a� 5 C � O U Q It z_z C J Q_ CL V (� Q C ) V O U 8115 DATE 3- 1.9 -14 PG1 0 8115BASE W N � Q z U C) z w TD Q w TD o L TO Q w z m z 4. O � Z m Ui 3 ZZ� O v ? cI T z N o�n�? co v 8 M v v a� N �rn n v a� 5 C � O U Q It z_z C J Q_ CL V (� Q C ) V O U DATE 3- 1.9 -14 PG1 DRAWING NO 8115BASE HEFT 1L OF ;Z PIPE TABLE PIPE RIM I.E.= 1 344.50 09, MIN. _2 T 0% MIN. a 3 345.00 0% MIN. 4 344.50 0% MIN. 5 345.00 VC SDR -35 @ 2.00% MIN. CLEAN OUT TABLE CIO# RIM I.E.= 1 344.50 341.00 _2 346.00 341.00 3 345.00 340.31 4 344.50 340.31 5 345.00 340.15 * CONTRACTOR 70 n&LD AD,AIST RIM ELEVATIONS. CONSTRUCTION NOTES 0 CONTRACTOR TO INSTALL XERXES 4000 GAL. FIBERGLASS REINFORCED PLASTIC TANK (6 "0) OR APPROVED EQUAL, AS SHOWN AND PER DETAIL ON SHEET SOZ. OCONTRACTOR TO INSTALL ORENCO DUPLEX PUMP PACKAGE ( ORENCO MODEL P20 05 11 OR APPROVED EQUAL) IN 3000 GAL. S.LE.P. TANK/ PUMP CHAMBER PER DETAILS ON SHEET S02. O CONTRACTOR TO INSTALL DUPLEX PUMP CONTROL PANEL ON REMOTE UNI -STRUT POST NEAR BUILDING "A " FITTED WITH A TRANSFER SWITCH MODEL DT 323 UNIX AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG. BY BRYANT. SEE DETAIL ON SHEET SD2. O CONTRACTOR TO CONNECT PROPOSED 2" STEP SERVICE LINE TO EXISTING SERVICE BOX AS SHOWN AND PER CITY OF YELM STANDARDS. OCONTRACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YELM STANDARDS, ON ALL SEWER CLEAN OUTS LOCATED MORE THAN 2.5 FEET FROM BUILDING FOOTINGS. © CONTRACTOR TO INSTALL POTABLE WATER HOSE BIB WITHIN 50 FEET OF STEP PUMP TANK PER CITY OF YELM STANDARDS. O7 CONTRACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YELM STANDARDS, U77LRY CONFLICT NOTE CALMOM 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 ® 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXIS77NG U71LI77ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WIETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID U77LI71ES 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 LARSON &ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR/ DEVELOPER NOTE: THE CONTRACTOR AND /C7R DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINFFR W ➢H DOCUMENTATION SIGNED BY A PROFESSIONAL 5,S ANL)70R MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF TIE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUbI CITYISTATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. n A', _ ,f"r)O 1r/ T`r 81 _ V `rr Ao it Y!r =,'i `,. r[� .... V - 1- 'M1i i IV.,._' 4 ,}r �-. , A / VEi9 HU/V APAFlTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. S.T.E.P. SYSTEM PLAN S. T.E.P. TANK TABLE BUILDING SIZE G RIM OUTLET RIM BER1111 VALLEY DR: 1 4000 1 345.0 1 345.0 1 340.58(6") 340.35L6" 336.50 B TANK #2 1 4000 1 344.5 ,N 49'7 "54 340.58 6 ") 1 342.35 6" 336.50 - -- -- EXI571NG EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTIN^ STORM MAIN c) EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE I I EXISTING WATER GATE VALVE tX EXISTING FIRE HYDRANT .- .. EXISTING WATER MAIN ® I . U77LRY CONFLICT NOTE CALMOM 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 ® 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXIS77NG U71LI77ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WIETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID U77LI71ES 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 LARSON &ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR/ DEVELOPER NOTE: THE CONTRACTOR AND /C7R DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINFFR W ➢H DOCUMENTATION SIGNED BY A PROFESSIONAL 5,S ANL)70R MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF TIE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUbI CITYISTATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. n A', _ ,f"r)O 1r/ T`r 81 _ V `rr Ao it Y!r =,'i `,. r[� .... V - 1- 'M1i i IV.,._' 4 ,}r �-. , A / VEi9 HU/V APAFlTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. S.T.E.P. SYSTEM PLAN S. T.E.P. TANK TABLE BUILDING SIZE G RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A TANK J71 4000 1 345.0 1 345.0 1 340.58(6") 340.35L6" 336.50 B TANK #2 1 4000 1 344.5 1344.5 340.58 6 ") 1 342.35 6" 336.50 JOINT S.T.E.P. TANK /PUMP CHAMBER TABLE BUILDING SIZE (GAL.) INLET RIM OUTLET RIM INLET I.E. OUTLET Lc. TANK BOTTOM A & B 3000 GJM 345 .15 - -- 456 - -- 'zas sn o ✓c ^I - -- -- EXI571NG EDGE OF PAVEMENT APPROVED FOR CONSTkUCTION BY: DATE: _ Dimctur of Public Wurks APPROVAL EXPIRES: SCALE: 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NOVO 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 LEGEND --I�' - PROPERTY LINE —RfW— R/W LINE — — - - EASEMENT LINE — ADDITIONAL 10" UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 6 -14 PROPOSED SIDEWALK GJM PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - -- -- EXI571NG EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTIN^ STORM MAIN c) EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE I I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .- .. EXISTING WATER MAIN ® PIPE NAME 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 70 FINISHED GRADE. 3) WE TYPICALLY USE A GASKETED PIPE FOR SERVICE LINES THIS LONG, WITH THRUST BLOCKS, A TRANSITION BEFORE THE TANK WILL BE TO SLIP GLUE. THIS IS DUE TO TYPE OF GROUND. 4) NEED SUBMITTAL FOR ALL STEP SYSTEM APPERTENANCES 70 BE USED. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -79 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM Y Vl Q W C) c) II 8115 II a w� U 2 O W 2 O w Z CL cr = MI U� Lo m w U ~�Q zN� o `0_ co n v O m n a m a C�e s Q C C) O c U Z 0'^ V, Z CL ZE W F- `"' / I— C// II� DATE 4 -10 -14 DRAWING NO 11sTp8175BASE HEET 12 OF22 n U W C7 W � � Y Vl Q W C) c) u O w Z CL cr = MI U� Lo m w U ~�Q zN� o `0_ co n v O m n a m a C�e s Q C C) O c U Z 0'^ V, Z CL ZE W F- `"' / I— C// II� DATE 4 -10 -14 DRAWING NO 11sTp8175BASE HEET 12 OF22 n A /I/ER HUN APAHTME/VTS NE 114, SE 114, SEC.24, TWN.17 N, RNG. 1 E., W.M. z a CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2° STEP SERVICE BOX AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SD2. O CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES, OCONTRACTOR TO INSTALL AUTOMATIC AIR RELEASE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET SDI. SAN RUN "A n FLOW ARROW TYP� STA-Of00 TO STA- 112342 PLAN VIEW HORIZONTAL SCALE: 1 =10 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 ° =10" 0 5 10 20 ,RROW TAP. VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND 340 336 334 r t` O M NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP —Pf6 PROPERTY LINE 5 6 -14 PER CITY MARK -UP GJM o � � 5 Q N N O —RfW— RIW LINE O) OJ O M O O p 0 N r O) p rn m (V O O `y ON rp N r O> 0N cO N N o] _ N — — — -- EASEMENT LINE p M N 7 r N N K N O N a — — ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2° STEP SERVICE 348 - - - - -- - -- - -- -- - 0 PROPOSED 2° STEP SERVICE VALVE L. m PROPOSED SIDEWALK �-: T- PROPOSED SHOULDER w: - -- 456 --- PROPOSED CONTOUR 346 EXISTING CONTOUR Paz EXISTING EDGE OF PAVEMENT to v ¢�¢s o �� o F oo z � �, � m OD EXISTING STORM MANHOLE w NO ^ d bZ.. N2 O z VO OJ04 +w m �*w 0' n'i 0 .'4 d m a n n e D D EXISTING STORM MAIN 344 - -- - - _- �z m a ¢ `J'. o w - - -- -+ _ +� + ^ o _- _- -- EXISTING SANITARY SEWER MANHOLE GRADE EXISTING GRADE � a ¢ z� �z az { E OF FORCE IN h ¢ PROPOSED GRADE ®. 'A < m ¢ � .Q- w m EXISTING SANITARY SEWER MAIN m x EE OF FORCE MAIN -0.77% 49% ❑ EXISTING CATCH BASIN '. 4,99% 0.24% - 1' 0.98 0.60% 1.02 1.95 e -- .. EXISTING POWER POLE 342 _ _.. - -- _ -. -- _.. 1 -1 EXISTING WATER GATE VALVE a2+J% 2.00% �_ EXISTING FIRE HYDRANT 2.00% 2 ---T —__�_ .. EXISTING WATER MAIN —'_ 340 336 334 r t` O M 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 SAN RUN 'A' HORIZONTAL PROFILE VIEW VERTICAL SCALE: 1 " =2' NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. i,PR(')'ECTS\S1 1 L 7 V' lry-, C � fir• ,n +,�� . �'��J) " +l J �` �aVVC i B/ it `9_i P` I. 19 ' —i t` I T) i REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 6 -14 PER CITY MARK -UP GJM o � � 5 Q N N O cp OJ p N N O) OJ O M O O p 0 N r O) p rn m (V O O `y ON rp N r O> 0N cO N N o] _ N O1 O) O O N p M N 7 r N N K N O N a 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 SAN RUN 'A' HORIZONTAL PROFILE VIEW VERTICAL SCALE: 1 " =2' NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. i,PR(')'ECTS\S1 1 L 7 V' lry-, C � fir• ,n +,�� . �'��J) " +l J �` �aVVC i B/ it `9_i P` I. 19 ' —i t` I T) i REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 6 -14 PER CITY MARK -UP GJM o � � 5 Q •.•� y MIDD \ \I �ye.pF A3�,/�I�II� 4 10, f s 6�`www i ssl e�G •= II S1 8115 O � I I z o � � 5 Q W w � 0 Z oN U � Q a) W m d U � } d.= V/ W` � 1 v- v Q� N N o d Q� C J U W ti O _ VJ Q O W rz � V } J c Q � CL DATE 4 -10 -14 IRA WING NO 8115BASE 4EET Ll OF22 A / VEH HUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. PROPOSED - -- -- -- CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SD2. OCONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL STEP SEWER SERVICE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS SDI & SD2. O SEE SHEET "STP" FOR STEP. TANK DESIGN. -- DE 0' AIN SAN RUN A' PLAN VIEW HORIZONTAL SCALE: ?"=TO' 4" WATER . CROSSING `A" WATEff -. CROSSING, SEWER �T -Lj 4E CE 1 } WA TERI CROSSING -.. __. I_. r N O r 424 -5555 ^ YOU m a N N (O f ..rT \P'7S "A.,.r,.a%A N N I; /<?' iI �• C I 7 \rr! I 11 \..,�r� ..I)�!' r-: 2 in0 art +p EXISTING GRADE EXISTING EDGE OF PAVEMENT - IF OF FORCE MAIN d 0 D } a C (v V r7 Nj r7 d' EXISTING POWER POLE N ¢ EXISTING WATER GATE VALVE 1.50% Z PROPOSED AD E ® �- _,_ .. .. EXISTING WATER MAIN CE OF FORCE MAIN 1.60% M 1.52% N 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 2 +00 2 +10 2 +20 Q'.. 3 09% 4" WATER . CROSSING `A" WATEff -. CROSSING, SEWER �T -Lj 4E CE 1 } WA TERI CROSSING -.. __. I_. ALIGNMENT "B" HORIZONTAL PROFILE VIEW VERTICAL SCALE: 1 " =2' r N O r 424 -5555 ^ YOU N a N N (O f ..rT \P'7S "A.,.r,.a%A N 5- 5 -14 I; /<?' iI �• C I 7 \rr! I 11 \..,�r� ..I)�!' CUM PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR EXISTING EDGE OF PAVEMENT - QD d 0 D } a C (v V r7 Nj r7 d' EXISTING POWER POLE C EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. .. EXISTING WATER MAIN M M N 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 2 +00 2 +10 2 +20 ALIGNMENT "B" HORIZONTAL PROFILE VIEW VERTICAL SCALE: 1 " =2' NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. ,PRC);,rCT7, \`"iI "' lrr e, Y' .P 'S \Fi f ..rT \P'7S "A.,.r,.a%A /r, 5- 5 -14 I; /<?' iI �• C I 7 \rr! I 11 \..,�r� ..I)�!' ALIGNMENT "B" HORIZONTAL PROFILE VIEW VERTICAL SCALE: 1 " =2' 2 +30 2 +40 APPROVED FOR CONSTRUCTION BY: DATE: Dimctor of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 STA. 0 +00.00 ALIGNMENT °B° 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 LEGEND —F� q! - PROPERTY LINE I' R/W LINE N EASEMENT LINE — O1 i M —SS— PROPOSED 2 " STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 5 -14 PROPOSED SIDEWALK CUM PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR EXISTING EDGE OF PAVEMENT - QD EXISTING STORM MANHOLE 0 D EXISTING STORM MAIN C7 EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN .; EXISTING POWER POLE d EXISTING WATER GATE VALVE 2 +30 2 +40 APPROVED FOR CONSTRUCTION BY: DATE: Dimctor of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 STA. 0 +00.00 ALIGNMENT °B° 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 LEGEND —F� q! - PROPERTY LINE RfW— R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10" UTILITIES EASEMENT i PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2 " STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 5 -14 PROPOSED SIDEWALK CUM PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR EXISTING EDGE OF PAVEMENT - QD EXISTING STORM MANHOLE 0 D EXISTING STORM MAIN C7 EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN .; EXISTING POWER POLE d EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. .. EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 5 -14 PER CITY MARK -UP CUM U Z V) w O o. �.MIDD tt WA Q1, I 1 F�6 �3 00 O l 4;S 1ST s. 8115 0 -II U z o � o � � Y Vl Q lil O O U C7 N 0 ni N � N Z a o� U� W� m �3 w Z C) O U � Q � S C0 d. 0 v r v in N • v a�3 C � 2 O U Z V) w O C7 V) co J w O ZCr- L (z � V Z J Q Q J CL DA TE 4 -10 -14 DRAWING N( 8115BASE ;HEETL4 OF GENERAL SANITARY SEWER NOTES 1. ALI WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WHH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). 2. AIL APPROVALS AND PERMITS REQUIRED BY ME CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WTH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5 THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE LIME OF THE TAP. 8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SON 35 AIM FLEXIBLE GASKETED OR SOLVENT WELD JOINTS 8 ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED BLEW CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER ME PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION,STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER MME WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT OP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9, ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 121ABOW THE BURIED POWER. THE MARKER SHALL BE PLASPC NON - BIODEGRADABLE, METAL CORE BACKING MARKED POWER•. TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY ME CITY ENGINEER TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12, EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS 13. PROVIDE TRAFFIC CONTROL PLANS) IN ACCORDANCE WITH PTE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTED) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE - REFERENCED SPECIFICATION FOR TESTING WATER MAINS (SEE NOTE 1.) IN AODIPON, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR ME REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWATCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL g 5031 -0 RAMME SINGLE GANG WEATHERPROOF COVER LAOS" DIAMETER. 20. INSPECTIONS FOR ONSPE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE, BEDDING AND LOCATION B) TANK INFILTRATION EXCLTRATION TEST C) S.S. PRESSURE TEST 0) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. CITY OF YLLbf SE AVER DEPARTMLN I Seaver Spa. addendunt I. 411 STF'.P yanks inatalkd IBrKer than 1000 Killonsshall he fibe HdaRs tanks ntlg by litho CouWinmcnl Solutions In, PENerxes Inc. 2. All fiberglass STEP "lank, Shall he installed by qualified installers, following the ...1g. direcliens and shall be secured with Tie -Doan Str ps milk `Dead Met,' Sizing and materials for Dead Metz and strapping shall be per the nrtg- I COnlntendaLiOUS. 3. Buildings served b} STEP Sea r, Litdlung on silt -back-up' gencralors lot power outer s In Um have electrical SEI V I Le In st died in su h a PNHVICr that IF STEP System will also be supplied potter by 1110 auxiliary G nela(or, d. The Pmnp Corlrol Panels To all S ITP lank, hou,ain f, 2 cR more pump, shall hC titled with atransT2r switch model 1) 1'323 filth JO mtg by Cotter Ilamncr and a male plug, model 70530 N113WP as into by Ilryart for use with the Cities portable n"ilimv g"I "ator_ 5. All STEP tanks Tess than 1000 gallon shall have one A" hoio in the divide' baffle e incrd at 20" above the floor of the tank. S I I P't'mda sized at 3000 gallon shall have one hole it, the divider baffle centered at 26" DOHA the Floor of the tank b. All "fraffie Hearing' Service Hoaes shall be a nodal MSHC 1324 -12 mfg. by %lid States Plastics PC Ratios. T all posts used to support Pump Control Panels must be Hot Dipped GalvanUod I Tristntt. S III' Vu Releaic, Vacuum Release and Contbinalion Air R IeasvVacuum Release wahv hall he a P .. del ❑ 021 CODlhlllatl0 AL, SA MINT S %_ R' sized 1 ording to the nrfg ruomm.ndatlon per pipe size 9. Minimum STEP Tank size shall he 1000 Oallaly 10. All STEP tanks horsing more than I pump must utilize 2" piping for the Service Lin._ T I. The mammon depth nfbury fir all STEP'Panks shall be GO" aR maasmed Goo finished grade to the invert elevalimt of the inlpl pipe to the lank_ INSPECTION GUIDE FOR S.T.E.P. SEWER INSTALATION A BASIC SKETCH OF ME PROPOSED INSTALLATION 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 RED.) 2) LEAK TEST TANK (2 HOURS, NO LOSS) 3) PRESSURE TEST SERVICE LINE (70 PS.L WATER FOR 1 MINUTE) 4) ALL PIPE BEFORE BACKFILL (SEE BEDDING AND TONING W1RE REG.) 5) A FINAL INSPECTION IS REQUIRED AFTER ALL WORK (INCLUDING ELECTRICAL) HAS BEEN COMPLETED, A RECORD DRAWING IS RECURRED BEFORE SYSTEM CAN BE EXCEPTED. WE TRY TO COMBINE THESE 5 INSPECTIONS INTO 3 TRIPS TO THE SITE IF POSSIBLE. 24 HOURS NOTICE IS REQUIRED FOR INSPECTION. WE DO HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION CALL: 458 -8411 IF NO ANSWER LEAVE A DETAILED MESSAGE, XERXES NOTES GUIDE SPECIFICATIONS - UNDERGROUND ONSITE WASTEVATER TANKS SHORT FORM THE CONTRACTOR SHALL PROVIDE A SINGLE -WALL OR L)OUBLE -WALL, FIBERGLASS REINFORCED PLASTIC (FRP) WATER STORAGE TANK AS SHOWN ON TE DRAWINGS, THE ONSITE WASTEWATER TANK SHALL BE MANUFACTURED ACCORDING TO APPLICABLE AMERICAN NATIONAL STANDARDS INSITITUTE (ANSI) AND AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. THE TANK SIZE, FITTINGS AND ACCESSORIES SHALL BE AS SHOWN ON THE DRAWINGS. THE FIBERGLASS WATER TANK SHALL BE MANUFACTURED BY XERXES COFPORATION. THE TANK SHALL BE DESIGNED FOR UNDERGROUND INSTALLATION, AND SHALL BE TESTED AND INSTALLED ACCORDING TO THE XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES FOR FIBERGLASS UNDERGROUND STORAGE TANKS IN EFFECT AT THE TIME OF INSTALLATION. LONG FORM PART I: GENERAL 1.01 QUALITY ASSURANCE A. ACCEPTABLE MANUFACTURER: XERXES CORPORATION B. GOVERNING STANDARDS, AS APPLICABLE: 1. ANSI /AWWA 0120 -09: THERMOSETTING FIBERGLAS.`;- REINFORCED PLASTIC TANKS. 2.TANK MANUFACTURER SHALL BE RECOGNIZED BY UNDERWRITERS LABORATORIES (UL) AS A MANUFACTURER OF TANKS LISTED TO THE UL -7316 STANDARD. 3.AMERICAN CONCRETE INSTITUTE (ACT) STANDARD SCI 318 -11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. C. SUBMITTALS 1, THE MANUFACTURER SHALL SUPPLY SCALED DRAWINGS, PRODUCT BROCHURES AND MANUFACTURERS INSTALLATION MANUAI. `ND OPERATING GUIDELINES. PART II: PRODUCTS 2.01 SINGLE -WALL AND DOUBLE -WALL FIBERGLASS REINFORCED PLASTIC (FRP) UNDERGROUND ONSITE WASTEWATER TANKS A. LOADING CONDITIONS - TANK SHALL MEET THE FOLLOWING DESIGN CRITERIA' 1. INTERNAL LOAD -- TANK SHALL BE DESIGNED TO WITHSTAND A 5 -PSIG AIR- PRESSURE TEST WITH A 5:1 SAFETY FACTOR. GSURFACE LOADS -- TANK SHALL BE DESIGNED TC) WITHSTAND SURFACE H -20 AND HS -20 AXLE LOADS WHEN PROPERLY INSTALLED ACCORDING TO MANUFACTURER'S CURRENT INSTALLATION MANUAL AND OPERATING (;UIDELINES. 3.EXTERNAL HYDROSTATIC PRESSURE FOR UNDERGROUND WATER TANK - -TANK SHALL BE DESIGNED FOR 7 FEET OF OVERBURDEN OVER THE TOP OF THE TANK, THE HOLE FULLY FLOODED, AND A SAFETY FACTOR OF 5:1 AGAINST' GENERAL BUCKLING. B. PRODUCT STORAGE 1. TANK SHALL BE VENTED TO ATMOSPHERIC PRESSURE, 2.TANK SHALL BE CAPABLE OF HANDLING LIQUIDS WITH SPECIFIC GRAVITY UP TO 1.1. 3.TANK SHALL BE COMPATIBLE WITH LIQUIDS IDENTIFIED IN THE MANUFACTURER'S STANDARD LIMITED WARRANTY. C. MATERIALS 1. TANK SHALL BE MANUFACTURED WITH A LAMINATE CONSISTING OF RESIN AND GLASS FIBER REINFORCEMENT. NO SAND /SILICA FILLERS OR RESIN EXTENDERS SHALL BE USED. GALL INTERNAL MOUNTING HARDWARE SHALL BE MANUFACTURED OF RUSTPROOF MATERIALS. D. DESIGN 1. THE TANK SHALL BE DESIGNED AS A SINGLE-WALL OR DOUBLE-WALL VESSEL AS SPECIFIED AND SHOWN IN THE DRAWINGS. 2.TANK SHALL BE MANUFACTURED WITH STRUCTURAL RIBS WHICH ARE FABRICATED AS IN INTEGRAL PART OF THE TANK WALL, E. CAPACITY AND DIMENSIONS 1. TANK SHALL HAVE NOMINAL CAPACITY OF 2.TANK SHALL HAVE NOMINAL OUTSIDE DIAMETER OF F. INTERSTITIAL SPACE (DOUBLE -WALL TANKS ONLY) 1. THE INTERSTITIAL SPACE BETWEEN THE PRIMARY AND SECONDARY WALLS SHALL BE CONSTRUCTED WITH A GLASS REINFORCEMENT MATERIAL SUCH AS PARABEAM4v, WHICH PROVIDES A STRUCTURAL BOND BETWEEN THE TWO TANK WALLS, WILE CREATING A DEFINED INTERSTICE THAT ALLOWS FOR FREE FLOW OF LIQUID. GA TANK TOP FITTING SHALL BE PROVIDED TO ALLOW FOR A MONITORING SENSOR TO BE INSTALLED AT THE BOTTOM OF THE INTERSTICE. 3THE DOUBLE -WALL TANK DESIGN SHALL USE PARAEAM(W GLASS FABRIC TO CREATE THE INTERSTITIAL SPACE BETWEEN THE PRIMARY AND SECONDARY WALLS. 4.THE INTERSTICE OF THE TANK SHALL BE DESIGNED TO WITHSTAND 20 PSIG PRESSURE. 2.02 ACCESSORIES A. ACCESS OPENINGS 1. ALL ACCESS OPENINGS SHALL HAVE A DIAMETER OF 24 INCHES OR 30 INCHES, COMPLETE WITH RISER, LID AND NECESSARY HARDVARE. 2.SIZE AND LOCATION(S) AS SHOWN ON TANK DRAWING, B. PIPING AND FITTINGS 1. TANK SHALL BE EQUIPPED WITH FACTORY INSTALLED THREADED FITTINGS, OR PIPE STUBS, 2.PVC PIPING SHALL AT A MINIMUM MEET THE REQUIRREMENTS OF ANSI SCHEDULE 40. 1ALL FLANGED NOZZLES SHALL BE FLANGED AND FLAT - FACED, AND CONFORM TO CLASS 150 BOLTING PATTERNS AS SPECIFIED IN ANSIIASME/ 876.5 -2009. 4.STEEL NET FITTINGS SHALL WITHSTAND A MINIMUM OF 150 FOOT- POUNDS OF TORQUE AND 1,000 FOOT- POUNDS OF BENDING, BOTH WITH A 2:1 SAFETY FACTOR. SLOCATION OF FITTINGS AND PIPING SHALL BE AS SHOWN ON TANK DRAWINGS, C. ATTACHED ACCESS RISERS 1. ATTACHED ACCESS RISERS SHALL BE PVC OR FRP AS SUPPLIED BY TANK MANUFACTURER. E 2.ATTACHED ACCESS RISERS SHALL BE A 24 -INCH OR 30- INCH - DIAMETER 3.ACCESS RISERS SHALL BE ATTACHED TO ACCESS OPENINGS DURING INSTALLATION UTILIZING ADHESIVE OR FRP BONDING KITS AS SUPhLIED BY THE TANK MANUFACTURER. D. MANWAY OPENINGS (OPTIONAL) 1. MANWAY OPENINGS SHALL BE FLANGED, 22" I.D. AND COMPLETE WITH CASKETS, BOLTS AND STEEL COVER AS SHOWN ON TANK DRAWINGS. 2.MANWAY OPENINGS SHALL BE DESIGNED TO WITHSTAND 5 PSIG TEST PRESSURE WITH A 5:1 SAFETY FACTOR. E. LADDERS (OPTIONAL) I. LADDERS SHALL BE THE STANDARD FRP LADDER A.3 SUPPLIED BY TANK MANUFACTURER. F. ANCHORING (OPTIONAL) 1. ANCHOR STRAPS SHALL BE FRP ANCHOR STRAPS AS SUPPLIED BY TANK MANUFACTURER. 2.NUMBER AND LOCATION OF STRAPS SHALL BE AS iNOWN ON DRAWINGS. 3.PREFABRICATEO CONCRETE DEADMEN, WHICH ARE DESIGNED TO ACI STANDARD 318 -11, SHALL BE SUPPLIED BY TANK MANUFACTURER. PART III: TESTING AND INSTALLATION 3.01 TESTING A. TESTING -- TANK SHALL BE TESTED ACCORDING TO /(ERXES INSTALLATION MANUAL AND OPERATING GUIDELINES FOR FIBERGLASS UNDERGROUND STORAGE TANKS IN EFFECT AT TIME OF INSTALLATION. 3.02 INSTALLATION A. INSTALLATION -- TANK SHALI BE INSTALLED ACCORDING TO XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES IN EFFECT AT TIME OF INSTALLATION. PART IV: LIMITED WARRANTY 4.01 WARRANTY A. LIMITED WARRANTY -- WARRANTY SHALL BE THE MANUFACTURER'S LIMITED WARRANTY IN EFFECT AT THE TIME OF PURCHASE. 11 NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG ,PRn1PC.TS \P i_1 5 Yplm AnE rn ISH G9ppE SHALL BE WRFALf y LOMPgG 5'C'/" RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. RESTORATION SURf ACE NRFACE THICKNESS SEE - ':`ORATION TABLE ABOVE SEE RESTORATION TABLE B iYP. FINISH GRADE CRUSHED 4' CRUSHES SURFACE i ISH G9ppE SHALL BE WRFALf y LOMPgG OOM k CWySTpNi w BACKFILL SEE WTX ENBTNG wCPAVfuENT RESTORATION TABLE J"* ROADWAY i0 I / SLOPEAIAS STEEP OVER CRpKL BpSf SUgrgCE TOP COURSE AS POSSIBLE v w -SEWER LINE SLOPES SRALL 4ATGN PIPE BEDDING FOR CONGRLtE WRFACf MATCH f %ISnNG FLEXIBLE PIPE ATCH E %ISTING RNISH (DRVEWAY /SOEWALN) PIPE U0. eL f%IURE AND GRADE. HYDgOYED/ PLAN11NL5 PIPE FINISH GRANDE SHALL BE IANN /LANDSCAPE O.D. >7nOU1N � CONYSTANP W TOP SOIL COMPACT TO BSE W1H EXISTING GRADE NpilvE BACKFILL MWNp BACNRLL UNI4PROVEO SUFACE N/A 2• ABOVE E %ISTNG _ COMpg CT TO B55 GRADE d: WORTH CSBC = CRUSHED SURFACE BASE COURSE CS7C CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. N0. � `11 7- 3 PUBLIC WORKS DIRECTOR GATE D DWN. CKO. DATE JY JEG TP 4 ,12007 RESTORATION (ABLE 1 NRFACE THICKNESS OMNENiS/ TYPE -22 -14 P LLMPALTITTER REWIflEMENTS CRUSHED 4' CRUSHES SURFACE SELECT ISH G9ppE SHALL BE WRFALf TOP COURSE LOMPgG OOM k CWySTpNi WTX ENBTNG wCPAVfuENT 3' MNGRADE B A.LnMBH J"* ROADWAY i0 PAMNG OVER <• CRUSHED SELECT VFOgM i0 ALL E %15TH OVER CRpKL BpSf SUgrgCE TOP COURSE COMPAC rApDES AND NRBS SLOPES SRALL 4ATGN CONGRLtE WRFACf MATCH f %ISnNG SfLECi ATCH E %ISTING RNISH (DRVEWAY /SOEWALN) CONCRETE TIICKNE55 COMPAC f%IURE AND GRADE. HYDgOYED/ PLAN11NL5 NAIrvE BACKFla FINISH GRANDE SHALL BE IANN /LANDSCAPE OKR 6' MIN, TYPE A >7nOU1N � CONYSTANP TOP SOIL COMPACT TO BSE W1H EXISTING GRADE NpilvE BACKFILL MWNp BACNRLL UNI4PROVEO SUFACE N/A 2• ABOVE E %ISTNG _ COMpg CT TO B55 GRADE d: WORTH EDGE OF 2' WAILR TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS MEN -PROTECUO AREAS (LAWNS, ETD.) 2' -0" TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABO E GROUND -- EXISTING GROUND -- STANDPIPE PVC C.O. - DOUBLE SWEEPING TEE FROM _ HOUSE FERNCO COUPLING OR APPROVED EOUAt, 14 GA. COPPER TONING WARE WRAP ONCE AROUND CLEANOUT NEW 4' PVC SEWER LINE (TYP) (3034) 2% SLOPE TO TANK, PVC PIPE WTHI THREADED P UGJ /� 6" PVC PIPE ASTM D - / 3034 (WNITEI -. 2 '0 -90' BEND SCH 40 PVC PIPE FROM. VALVE W /50LWNT WELD JOINTS. PIPE TO BE SAME SIZE SEWER MAIN FERNCO COUPLING OR APPROVED EQUAL TOP OF STEP TANK BAFFLE TYPICAL CONNECTION RD _ DW-TG. NO TUC WORKS DIRECTOR DATE TES DWN. CKD. DATE JY JEG TP 4/2007 RICH NO. 910 VALVE BOX. OR EQUAL WITH COVER MARKING TO READ "SEWER• (TYP.) -M4 0 7" OG EACH WAY TOP ,DRIP 1/Y HOLE OR SLOT FOR WARE /- GATE VALVE SHALL BE SAME SIZE A MAIN (Mel %MJ) ,TONING WIRE VALVE NUT EXTENTIONS REQUIRED TO BRING MET TO WITHIN 24" OF THE SURFACE TYPICAL END OF LINE CLEANOUT APPRO DWG. N•�O. Pllgl lif W nIRFMnIx nni[ �- LQ JY JEG TP 4/2007 APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: ILI FINISHED GRADE J i 30 "0 RISER - ALARM HIGH LEVEL o LAG ON/OFF A.S. DRAWDOWN ON TO OFF) R I i' LEAD ON /OFF 6_ a � (4.5" DRAWDOwN ON TO OFF) LOW LEVEL ALARM B REDUNDANT OFF ° 000 a> VY 25" w In 6" MIN. BEOCIN� CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT _ APPROVE D� DWG. N0, PUBLIC WORKS DIRECTOR DATE 7-14 "y MID D -'4 't WAD DES, OwN. cl<D. DA E JY JEG TP 4/2007 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 S � Z�C 3 02 Ey& 31 u s„s n 0 � II U Z O � W � Q C9 W C9 � O � O U Q } � Z O � � co � r d O V/ U v m Q v a �y s Q, C O J U W j2 Z O � O J$ I J DATE 4 -10 -74 DRAWING N( 81158ASE SHEET ]L OF Z 0 N 3 Z a R O R) U � Q D) m V J �I 2 ? Q U E, Lli� J Z O Q \co U T V V / (n -22 -14 P PER CITY MARK -UP G GJM 2 3 3 -79 -14 P PER CITY MARK -UP G GJM 3 5 5 L -14 P PER CITY MARK -UP G GJM DES, OwN. cl<D. DA E JY JEG TP 4/2007 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 S � Z�C 3 02 Ey& 31 u s„s n 0 � II U Z O � W � Q C9 W C9 � O � O U Q } � Z O � � co � r d O V/ U v m Q v a �y s Q, C O J U W j2 Z O � O J$ I J DATE 4 -10 -74 DRAWING N( 81158ASE SHEET ]L OF Z 0 N 3 Z a R O R) U � Q D) m V J �I 2 ? Q U E, Lli� J Z O Q \co U T V V / (n Q } � Z O � � co � r d O V/ U v m Q v a �y s Q, C O J U W j2 Z O � O J$ I J DATE 4 -10 -74 DRAWING N( 81158ASE SHEET ]L OF Z 0 N 3 Z a R O R) U � Q D) m V J �I 2 ? Q U E, Lli� J Z O Q \co U T V V / (n NATIVE OR SELECT 1500 CAL BAGKFIL AS DIRECTED BY ALL STEP TANKS SHALL BE ENGINEER. i y MIN. THIS POLICY 514ALL TAKE EFFECT ON MAY 31, 2;107. 4 ' 4W GAL 0 As GRADE WATER TIGHT LID t o PUMP VAULT RISER a - v 2 �m 1 la GAUGE TONING 14 GAUGE TONING 1 WIRE TO SERVICE WIRE TO SS CO -�� BOX ->n- - 1. BEDDING MATERIAL FOR , RIGID PIPE SHALL BE SAND NOTE: BEDDING MATERIAL FOR INSTALL TANKS AS PER DETAIL OF FLEXIBLE PIPE MANUFACTURER'S RECOMMENDATION an - WHI EWR IS MORE STRINGENT. CH ro "BEDDING AND CITY OF YELM -PUMP ASSEMBLY, SEE DEPT. OF PUBLIC WORKS (.IORFCE 0 DWG. N0. 7 -9 CONCRETE TANK I BEDDING RSER AND APPROVED DWG. No `BAFFLE APPROVED DWG. N0. (NOTE t) 7 -17 PUBLIC W�IRECT9R DATE 1/3 VOLUME DES. own. GKD. - DATE ._ VARIES JV JEG TP 4/2007 TABLE_ 1500 CAL 3000 GAL ALL STEP TANKS SHALL BE H - -20 LOAD RATED TANKS. fiD° J2° THIS POLICY 514ALL TAKE EFFECT ON MAY 31, 2;107. 4 ' 4W GAL - FINISHED j GRADE WATER TIGHT LID 21'0 MIN.PVC RISER WATER 11CHT PUMP VAULT RISER UD - v 2 nw GAt 1 la GAUGE TONING 14 GAUGE TONING 1 WIRE TO SERVICE WIRE TO SS CO -�� BOX ->n- - 1. 1 -7 an , V_1 -2 PART USE pRCNp BEDDING MATERIAL FOR TANK TO RISER FLEXIBLE PIPE ADAPTER FOR an - CONCRETE TANKS ro "BEDDING AND BACKFILL PER MANUFACTURE" REQUIREMENTS. -PUMP ASSEMBLY, SEE 70 (.IORFCE 0 DWG. N0. 7 -9 DEPT, OF PUBLIC WORKS I FIBERGLASS RSER AND oY2 `BAFFLE APPROVED DWG. N0. (NOTE t) "' 7 -16 2/3 VOLUME v 1/3 VOLUME 6' MIN BEDDING VARIES JY LEG TP 4/2007 ON ALL FAI4KS LARGER THAN 1500 GALLONS THE LENGTH OF TIE GOWN TURNED INIEi PIPE RISER Will . BE ESTEEM BY TIE YEAR SEWER DEPT. APPR�VcE}D owc. NO, _� -_ NQT� 1, DELETE BAFFLE FOR A 3000 GALLON LANK UTIIJ7FD AS A TRIPLEX PUMP VAUI.I. CITY OF YELM 2, THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF DEPT. OF PUBLIC WORKS DIMENSIONS SHOWN. _ JY JEG iP c, !l r� 1500, 3000, GAI 3. THE TRIPLEX PUMP VAULT REWIRES TWO VAULTS -I -ON AND TWO COMPLETE RISERS. ONE VAULT CONTAINS STEP TANK/PUMP TANK FLOATS AND ONE PUMP, TINE SECOND VAULT CONTAINS Two PUMPS. __- AP`PRO @:0 DWG, N0, 4. 4500 GALLON TANKS OR LARGER SHALL HAVE I,-� THREE RISERS AND LIDS. 1 -- - �/ - -11 PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD- DATE JY JEG TP 4/2007 TABLE_ 1500 CAL 3000 GAL 46(NI GAL D -1 (2) -2 fiD° J2° 7Y 4 ' 4W GAL S5° 600 GAL 55'_ -__ 150 V 1 BIG AWG - v 2 nw GAt z400 cH _ - -_ TABLE_ FOR FEEDER WIRE RUN WIRE SIZE DWG. NO, MAXIMUM DISTANCE q12 AWG COPPER DATE 150 FEET BIG AWG COPPER GKD. 250 FEET AD A. GAFFE TP 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) 10 PreGgE ALARM PUSH 1116N1 . POP sled. CALL ]60 -le -8111 .1 oP YEVA 5' CENTERED ON FROM POWER SOURCE NOTE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL -_ SEE SPECIFICATIONS BOLD VBPT. LETTERING `- PADLOPK WITH COMMON KEY FURNISHED BY THE CITY OF YELM - ALAiM LIGHT AND SILENCIE BUTTON 1'C, 8 -g12 TO STEP TANK - SIMPLEX 1 2'C, 13 -M12 TO STEP TANK _ DUPLEX Y2'0 P -M2 TO STEP TANK - TRIPLEX TYpICAL PUMP CONTROL PANEL AP ROVI DWG. NO, DIRECTED BY .A ' 7-6 PUBLIC WORKS DIRECTOR DATE a' D l (LIQUID LEVEL) GKD. A JY JED 6' SCIL 40 PVC OUTLET STRAIGHT PIPE TP 4/2007 NU. r NATIVE OR SELECT u BACKFILL AS 12 r. 12" DIRECTED BY .A ' ENCWEER.0 r " r 24' ERR OPENING a' 4 30' FRP OPENING (LIQUID LEVEL) �,a 6' Sol 40 PVC INLET PIPING W/ SANITARY TEE 6 6' SCIL 40 PVC OUTLET STRAIGHT PIPE 338.68 �4 24 RI99E0 PVC RISER W/ FRP LID 339.94 B 3D RIBBED PVC RISER G/ FRP LID _ BEDDING MATERIAL FOR r'V` SPLICE BOX W/ CURB GRIPS FLEXIBLE PIPE 10 (SECTION 9 -03.16 W$OOT 1994 LEVEL CONTROL FLOAT ASSEMBLY STANDARD SPECIFICATIONS) "BEDDING AND BACKFILL PER MANUFACTURE" REQUIREMENTS. 12 CITY OF YELM Q DEPT, OF PUBLIC WORKS FIBERGLASS RSER AND TANK BEDDING APPROVED DWG. N0. LID SHALL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. "' 7 -16 PUBLIC WORKS DIRECTOR DATE DES. WN_ Lora DAif DEPT. OF PUBLIC WORKS JY LEG TP 4/2007 NU. DESCRIPTION Plmm�al A11:Oeyth 1 XERXES SINGLE WALL FRP TgNK 12 r. 12" 2 XERXES PRECAST DEADPAN SYSTEM M/ HOT DOWN STRAP AND TURNBUCKLE ASSEMBLY 3 24' ERR OPENING 12 ° x 12 4 30' FRP OPENING (LIQUID LEVEL) 5 6' Sol 40 PVC INLET PIPING W/ SANITARY TEE 6 6' SCIL 40 PVC OUTLET STRAIGHT PIPE 338.68 7 24 RI99E0 PVC RISER W/ FRP LID 339.94 B 3D RIBBED PVC RISER G/ FRP LID _ 9 r'V` SPLICE BOX W/ CURB GRIPS - 10 BIDTUBE FILTER (SLIDE RAID W/ NIGH LEVEL CONTROL FLOAT ASSEMBLY 11 FL XISLE CONNECTOR i 12 BASE MOUNT BRACKET Q This &owing Is for Illustrative purposes Unity, Consult wnh an ariTh er fm speciflr applIcUlUns. (ALL am am nY TANK GRAVITY SYSTEM WITH EFFUENT FILTER 4 -11 JXNU S20- 201 -U1 A /I/EFl RUN APARTME/VTS NE 114, SE 114, SEC.24, TWN.17 N, RNG 1 E., W.M. 5PUCE TO EXISTING 14 GAUGE TONING RE TO STEP T- A -.r- V `I CONNECT i0 EXISTING PVC SERVICE LINE 1' KBI BALL VALVE, Si- 1' x CHECK 2- 2' INSTALIG IIGN NOTES_ ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOTH SIRES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3- APART TO CENTER OF BOXES 2_ BALL AND CHECK VALA5 TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. SERVICE BOX - CARSON INDUSTRIES MGDEL ND. 14198 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ "SEWER" (USE IN NON - TRAFFIC AREAS) 14 GA. GF HEAVY INSULATED COPPER TgJING WIRE AL TUNING WIRE SPLICES SHALL BE l CONNECTED BY USING O.B.Y. KITS MANUFACTURED BY our STEP MAIN 1' SCHEDULE 40 PVC SWP PVC S'MNG QIECSK VALVE SL r SL 1" KBI BALL VALVE, SL X SL 1" PVC NIPPLE, SL x $L 1° x MAIN BIA. PVC REDUCING TEE sl . sL x TH 2' OR PIPE 5ADOLE 2- TYPICAL 1"-2" SERVICE CONNECTION APPROVED ___DWG . N0. 7 -1 oUBI.iG WORKS 01 TOR DATE DES. OWN. CKD. DATE JY LEG TP 4/2007 EVERGREEN PRE-CAST, INC. Y XD. � 515 $Aran" WA y� 983+>✓tT ClMlne 053)56l rAx (2 331 86 72 901 3000 GALLON STEP TANK ok o' a.3`'n +„ t By I� e _ 5 I� i ��y I, ./ ter we Ala, t Vir,Ol � if M if.. - I S.T.E.P. /PUMP TANK DETAIL 1 2 3 4 5 6 7 B 9 10 15 1/0 17 1/4' (TYP) IB -_ Uptl Oral prefabricated engineered concrete deadmen shown Eimll�y "` v OIA sI/SE -InY.L GIP. 4, OW GIILLOMC 03 TOP OF TAN ELEV =342.5 QE ZU O Q 2K �O n(n TANK #1 LE.in= 340.58 TANK #2 I.E. in= 340.58 II NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. XERXES FIBERGLASS TANKS OR APPROVED EQUAL XERXES 4000 GAL. TANK OR AP ROVE EQUAL. (SEE TANK DETAIL ON T IS SHEET) INSIDE BOTTOM EL TANK #1 RIM =345.0 TANK #2 RIM =344.5 #1 LEout= 340.35 #2 LEout= 340.35 • `CONCRETE DEADMEN (SEE DETAIL THIS SHEET) FORM CONDUITS TO POST OR CHANNEL SEE TIPICAL PUMP CONTROL PANEL DETAIL DRAWING p6. F07 PVC CONDUIT ATTACH CONDUIT TO POST WENT STAINLESS STEEL TWO HOLE TRAPS TO NEW ELECTRICAL PANEL CONTROL 4'A" PRESSURE EXISTING GROUND TO STEP TANK APPROVED FOR CONSTRUCTION BY: DATE: - Director of Public Works APPROVAL EXPIRES: TANK #3 RIM = 345.15 TANK #3 RIM-345.50 I' III III I1 +III- III ORENCO DUPLEX - III -�6�T PUMP PACKAGE TOP OF TANK FILE .= 342.50 IEaut=341.75(2 ") (MODEL 1 OR APPROVED EQUAL. SEE CITY GA OF YELM DETAIL 7 -14 ON THIS SHEET LEin= 339.91 oz� ("y UT n ' HIGH WATER ALARA LAG PUMP "ON" E! LAG PUMP "OFF" E CITY OF YELM DEPT. OF PUBLIC WC REMOTE POST - RE' PUMP CONTROLI JY 0 29" INSIDE BOTTOM ELEV= 335.50 12.58' DWG. NO 7 -4 Deadmen for 4'-, 6'- & 8'- Diameter Tank Installations U,ii,irt T I N ar L _y,anr.;: ao:na,r F "inu Xo ,1 n- a `y I- -f - he Product Specifications Deadrnen for 4'-, 6'- and 8'- Dlan,CILL Tanks I.TPII of le"l Plmm�al A11:Oeyth AIM, T,,,,,,,,[l IIt") 12' 12 r. 12" 130G 16' 12" X 12" 2.400 10' 12 ° x 12 700 L Jaw- to -Javv Style 0'- LIdOTI i 3l4 e 9" (17" closed, expanding G`2r` G,tvi Not 1. Di Jirlen rs"o,"el n¢ ma. vary with tanks 2S CEO gaJOns or larger, aolboi Casco on the nurlher of conlainnlentsuplps, access and hndal drnn, 2 Con, IttheXA,,PSInstallation N56nual I G,lrrng Crdddlnea or you eerxesviesrnPmsmlavVe for male Inf,"FATon XERXES® 7901 Xerxes Auro e Soon, Mi r Pofa, MN 55411 LISA azn company 9FZ -BBa 11`)G Wr "N. xerXe�r,m making a lasting diNerence" r rp 2012 Xerxes Cooration xa9G/12ih 1 FAO PUMP °ON" FI =SFF TABLE_ LEAD PUMP "OFF" EL =SEE TABLE 7.33' LOW LEVEL ALARM EL=SEE TABLE EVERGREEN PRECAST 3000 GAL. TANK (SEE TANK DETAIL ON THIS SHEET) _ TANK BOTTOM ELEV= 335.17 TANK 3 PUMP ELEVATION SPECIFICATIONS FIBERGLASS LID LEAD PUMP LEAD PUMP WITH STAINLESS STEEL LAG PUMP HIGH LEVEL BOLTS AND NEOPRENE "OFF" ELEV. "ON'" ELEV GASKET °ON" ELEV 5' i " AN (TYP.) 31/4 ALL LIDS (LIQUID LEVEL) PER CITY MARK -UP MIN Fl NISI GRADE _ - TYp 5lOPE TO NATA, CRAG Cr -14 338.68 NA7IVE GAUGE COPPER PVC RISER. 339.94 GRADE TONING WIRE, 2' -0' II ORENCO SYSTEMS. W r TAIL INTO RISER INC., OR EQUAL ORENCO TANK TO RISER ADAPTOR i U (FOR USE WITH NON - TRAFFIC BEARING TANKS) Q N9T -E. RSER 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 APPR�VcE}D owc. NO, _� -_ 7 1 8 PUBLIC WORKS DIRECTOR DATE DES. CKD. A JY JEG iP 4/2007 TANK 3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL LEAD PUMP LEAD PUMP LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OFF" ELEV. "ON'" ELEV °OFF" ELEV °ON" ELEV ALARM ELEV. 3 (LIQUID LEVEL) PER CITY MARK -UP GJM Cr 338.30 338.68 339.06 339.56 339.94 340.44 F p F t y REVISION BLOCK NL5-6- DESCRIPTION BY 1 PER CITY MARK -UP GJM 2 PER CITY MARK -UP GJM 3 05 PER CITY MARK -UP GJM Cr � L 2 PD W r 8115 _II II 05 Cr � L 2 PD W r i U N Q i p E) ot W CL (Y C7 v7 U Go VIC lit Z C) Cc m Ce U > � 2 O IT) Q!u CDd. V n V a� Ol a, ee NO a� CO See l U WT ti LT V RC z O W W'v >-" QI v i z� Q C� W C) DAIS 4 1U 14 [HEF RAWING N0, SDG 8175BASE T ]¢ OF a' PIPE TABLE PIPE LENTH DISCRETION 1 28LF 4" DI CL50 W/ THRUST BLOCK. 6LF 4" DI CL50 3 52LF 4" DI CL50 4 41LF 4" DI CL50 A 65LF 4" DI CL50 6 5LF 4" DI CL50 -- 51LF 4" DI CL50 8 38LF 4" DI CL50 9 67LF 4" DI CL 50 EXISTING SANITARY SEWER MAIN 6LF 4" DI CL50 1 2LF 4" DI CL50 EXISTING WATER GATE VALVE 5LF 4" DI CL50 ., 122LF _ 4" DI CL50 PIPE NAME 51F 4" DI CL50 6LF 4" DI CL50 128LF 4 DI CL50 6LF 1 4 "" DI CL50 CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 48LF- 1 }" 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 WDI. ® CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WDI. © CONTRACTOR TO INSTALL TYPICAL 102LF- 1 } " 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 WDL bUitUnvU r-iKt uivt IVUits: e CONTRACTOR TO INSTALL(I) B "X8 "X4" TEE W/ THRUST BLOCK. ® CONTRACTOR TO INSTALL(1) 4"" 90' BEND W/ THRUST BLOCK. ® CONTRACTOR TO INSTALL POST INDICATOR VALVE (P✓I) PER CITY OF YELM • STANDARDS. 5- 6 -14 PROPOSED SIDEWALK A CONTRACTOR TO INSTALL FIRE DEPAI, ,ILNT CONNECT (FDC) PER CITY OF PROPOSED CONTOUR YELM STANDARDS, EXISTING CONTOUR -- RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. WATER PLAN UTILITY 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 ® 1- 800 - 424 -5555 AND THEN POTHOLINC ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW U7ILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA17ON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE THE CONTRACTOR AND, OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICAIBLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS A'ND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTIOIN MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. PRnJEC T (;\Pl 1-5, Y 'T) 'A )a. ,I. \ I-,,., r r, M _, Rz1S- E;lk / ;n, 1 -, 7 _' ' i \ \rrP - '"izG,(: APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Woda APPROVAL EXPIRES: SCALE: I " =20" 0 10 20 40 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 LEGEND —+R,°� PROPERTY LINE R, AV R/W LINE - - - - EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 6 -14 PROPOSED SIDEWALK GJM PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR _ EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN C) EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ,. EXISTING POWER POLE EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT ., EXISTING WATER MAIN ® PIPE NAME REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM W Iii W Cr S p C) If 8115 II 0 Z V) W n O �n O `v Z 2 p In W �rn w 3 z�w �UK � v 2 one F= O C0r1 n v Q n �rn o v a�S S C ` O U Q roz W z J Q Lid DA IE 4 -10 -14 DRAWING NI [WAT 8115BASL HEFT OFL' � Q O c� Z W Iii W Cr S p C) U W n O �n O `v Z 2 p In W �rn w 3 z�w �UK � v 2 one F= O C0r1 n v Q n �rn o v a�S S C ` O U Q roz W z J Q Lid DA IE 4 -10 -14 DRAWING NI [WAT 8115BASL HEFT OFL' tP, 't 1F( A / VEH HUN APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. Z CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WD1. O2 CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES, O CONTRACTOR TO INSTALL TYPICAL 58LF- i } " WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDi & W02. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDi. OCONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD1. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WEI. © CONTRACTOR TO INSTALL TYPICAL 63LF- 1 } " 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 WDi. O7 CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT °A' PLAN VIEW HORIZONTAL SCALE: 1"=10' r w0 m N ZI- 0 New U awl my� owz 0 a4� n n f PROPERTY LINE o ro - - - - EASEMENT LINE — ADDITIONAL 10' UPLIDES EASEMENT m PROPOSED IRRIGATION METER 0+80 0 +90 1 +00 1 +10 1 +20 n 1 1 ,n. F 1( I J( \K L) %41, ; I : 'u ; )- •.L , I' ' A 'el\ ";r-• "n„ 1111 m v PROPOSED GRADE 0 III CE OF DRIVP� i o W EXISTING GRADE ¢ W OP DRIVE _ IO F-8- PVC(OL -150) WATER MAN IIUF •e PVC(CL- 150) _WATER MW ___- -&F-8' PWCL -180) WATER MAMI 40LF -r P1KKCY -150) WA MAIN I 4 5T'1 +81. •43LT I. INSTALL' STALL: TALL' ' '. . I- 87(8'X8* TEE 1'••8' QATE 171 1 � THRUST F�HIDRANT SPO01. -_.... TTNUST sTu1+BZ 3.3%T 1 L LE-342aB NSTALR #WALL' I- S"xm4' TEE ' 1148' BEND THRUST BLOCK THlqusT 9LMY om rn� n io m ❑ � � co ,n cn ,ri � N 1 +30 1 +40 1 +50 1 +60 1 +70 ALIGNMENT °A' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' rn � M M i I o� 1 +80 1 +90 I:»6'7�1 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL SCALE: 1 " =20' 0 10 20 40 'OPOSED 'ARTMENT 'ILDING "A° 'PROX. VERTICAL DATUM .= 346.50 THURSTON COUNTY NOVD 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 EXISTING WATER MAIN REVISION BLOCK LEGEND --P>« PROPERTY LINE -- P7AV R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10' UPLIDES EASEMENT m PROPOSED IRRIGATION METER p PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W -1Y PROPOSED WATER MAIN PROPOSED SIDEWALK _ PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR -- EXISTING CONTOUR - - -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE Q EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN _ EXISTING POWER POLE �.I EXISTING WATER GATE VALVE ., EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM O w 2 A W1 NUMBERII 8115 �dl 0 s� 2 � to 2 rl U � R m W ro � v �s w Zs� O m Of w� � r d v iq N m o� a� �s C a ` O U ti Z O V,1 v w O III IZ � W Q_ C� Z Q� CL DATE 4 -10 -14 )RAWING NO. 8115BASE HEET1dOF� 0 Z U O w 2 � } Q 0 C7 W C7 W iv U s Y W r �dl 0 s� 2 � to 2 rl U � R m W ro � v �s w Zs� O m Of w� � r d v iq N m o� a� �s C a ` O U ti Z O V,1 v w O III IZ � W Q_ C� Z Q� CL DATE 4 -10 -14 )RAWING NO. 8115BASE HEET1dOF� CONSTRUCTION NOTES Oi CONTRACTOR TO CONNECT TO EXISTING 27LF— 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. OCONTRACTOR TO INSTALL TYPICAL 58LF— 1 }" 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 WDI. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDI. OCONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WDL © CONTRACTOR TO INSTALL TYPICAL 63LF— I }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE REBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. A / VEFI HUN APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. APPROX. F. F. = 346.50 I fV \I\ nnLn ALIGNMENT V' PLAN NEW HORIZONTAL SCALE: 1 =10 i E i I 1 IW 348 `�.. - -___ °> ew -2.58% 346 -.... _ _. .. h . I Q E �G % \ / XISTINCI GRADE - ¢ OF DR - 2.00 i I .. _.. CROSSTR `� LLOF 1 1 2 WATE7Q j SE 7YP RVICE 344 WATE CROSSING Q1 112" WATER 3 342. SERVICE I 340 _ ALL 4F- 3'P1'C(CL-150 4" t}y�ATEaz SING i1-- OR INC y \ul LE�342J5 iQLF E� ..STA:Q3.''10iT CROS ING i. VC( 130 _ _... _ -_ 12" STORM 338 1.415 END III 71A4U7 6LOCI[ ! I __.. 4 IE VALVE LE 336 - -.. I�, _ -.I -_.. _.. _.. li - -_ f�a7(E7f3' 1EE _.. STA:9 +36.BI:10ILT A 1+ AlJ �337.M 1 -1 -ARE HYDRANT SPOQL INSTALL: Tmw am 334 N O MIN I� m 01 a O N^ rD O^i N N Obi O ^ W m M M f` O M N M M MO W r r0 M y O 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 rt -70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 ALIGNMENT °BA PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Director of Publi, Works APPROVAL SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND �� LI NOTE: CALL 1- 800 - 424 —'' 5555 BEFORE YOU DIG. jj %� ,PFl0.il' —TS�P I l C I-lr pr. i '.ry. .r,.Id.r.�'F'. / .. 1V` r)lA1/7�I " �_.�!�fT _1 t11A/!7. 7/Ch jl `". '.y �A .. .� 1 . �' ,i_ PI "ICi 1) Tr APPROVED FOR CONSTRUCTION BY: DATE: Director of Publi, Works APPROVAL SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND �� PROPERTY LINE —R,4 R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER jj PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W ------ W PROPOSED WATER MAIN GJM PROPOSED SIDEWALK PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR ' EXISTING CONTOUR - - - -- EXISTING EDGE OF PAVEMENT 0D EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN +} EXISTING POWER POLE EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM .•� 1.M of F OE? NUMBER 8115 O Qz U K ti O 2 � S z U W C7 Z w D? U I ¢ W w C t O n U ro ° u� 0 Z w 7 > d C,_ o� m ¢ m W m iy ° moo ¢ zN ° V! � v Q M N V! O d n l ai al a O C, O MM� w a: U r, fv' 11 W m O I� W CL CL V Z J Q Q i 4-"IAOTE14 11 WZ 8115BASE HEE 112 OF R w CC m 0 Z 0 1 2 7 LE- 74268.. INSTALL: I•-8'XB'X8' HE s-6' "TE VALWS THRUST BLOCII RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN17 N., RNG 1 E., W.M. HORIZONTAL SCALE: 7M' APPROVED FOR CONSTRUCTION BY: Director of Public Works APPROVAL EXPIRES: SCALE: 1` =10" 0 5 10 20 4 VERTICAL DATUM THURSTON COUNTY NGVO 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 flaremmIffa —P/+ PROPERTY LINE R2 1W R/W LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE + PROPOSED LIGHT POLE PROPOSED SIDEWALK 456- -- PROPOSED CONTOUR "! EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE D1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN 0�r 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION TK 0.00 EXISTING TOP OF PAVING SPOT ELEVATION co y 346 N mN a v. N m N �n� N co m ON a co m m ,nom in m m d. r)m m m o .-m m m r0 � m m N� mm rn co m m m m 0'T m �m m � W O O O O N m mp O �. O tip I r N r w M 4 N `f N M M M `1• a' O' M `T' C �' C `t d' �' < a' a :� t sY d' st d' CONSTRUCTION NOTES 344 o rn ct dN. < w d' d. -0 +40 -0 +30 -0 +20 -0 +10 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +701 +77 CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS o m ow ¢ ? SHOWN AND PER CITY OF YELM DETAILS ON SHEETS m 2 O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND p o'50% CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER? OF ANY 2 00% Q O O% °` 0.50 %__ DISCREPANCIES 342 0.75% ~— ;��— O CONTRACTOR TO INSTALL TYPICAL 58LF- 1 }" WATER SERVICE —'�- '3% AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA L MIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. 12" STORM $" SEWER 122LF-4' l71(lABO) FIRE 191E '. O CONTRACTOR 70 INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN 340 - 2" STORM �-I� CROSSING CROSSING AND PER DETAIL ON SHEET WDI. - - - li f ROSSING OS CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW /U( 18 "(MIN.) PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON 6" (MIN.) SHEET WDI. 128lF�i' DI(CL30) FIRE LME © CONTRACTOR TO INSTALL TYPICAL 63LF- 7 I" WATER SERVICE 338 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 WDI. O7 CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. • -0f 1 7 T LESS W 2 OUSTING 18F 6' PNxCL -15Q) INSTALL; 7 4. SSFM WATER MAIN 336 1- 6'N87(8' TEE ', 3�8' G47E VAL14S rf 76RT & THRUST BLOCK 73F-S' PWOL -180) WATER MAIR I LE -2=60 LE -337.H 9NSTALLt INSTALL '., I- S- X8'X4' TE' E 1ww am 1-4' PN THRUST l6.Opf 334 THRUST BLOCK SCALE: 1` =10" 0 5 10 20 4 VERTICAL DATUM THURSTON COUNTY NGVO 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 flaremmIffa —P/+ PROPERTY LINE R2 1W R/W LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE + PROPOSED LIGHT POLE PROPOSED SIDEWALK 456- -- PROPOSED CONTOUR "! EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE D1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN 0�r 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION TK 0.00 EXISTING TOP OF PAVING SPOT ELEVATION ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. .)R(' "C-TC; \P'' -1 r, V --Irmo A .nm W FN(C- rwc, \RI I r'- R)v-17.1 -1 c� I() " . 14 ? SA•?-7 C'' 1 v A e p ,ef"\ Tllc.ern REVISION BLOCK co y m v N mN a v. N m N �n� N co m ON a co m m ,nom in m m d. r)m m m o .-m m m r0 � m m N� mm rn co m m m m 0'T m �m m � W O O O O N m mp O �. O tip I r N r N o M 4 N `f N M M M `1• a' O' M `T' C �' C `t d' �' < a' a :� t sY d' st d' ct dN. < a d' d. -0 +40 -0 +30 -0 +20 -0 +10 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +701 +77 ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. .)R(' "C-TC; \P'' -1 r, V --Irmo A .nm W FN(C- rwc, \RI I r'- R)v-17.1 -1 c� I() " . 14 ? SA•?-7 C'' 1 v A e p ,ef"\ Tllc.ern REVISION BLOCK NO. DALE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -79 -74 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM U Q o � V .•� S.MIDp AAY � ,, W3 8115 O Q �I� C z w Z w 5 a 1, TO a r Y) I M 5 N z a U Wm III Q IN UO U R CO Vwi d c V "1 � d- r Q N ni n v ae Q t ^J S C z O U Q o � V W Q) �� \J O 'z �n W CL. rz v Q � Q_ DATE �� 4 -10 -14 811,5BASE vEFT24OF 22 GENERAL WATER NOTES i. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD $,'ECIFICAVONS FOR POAU BRIDGE AND MUNICIPAL CONSTRUCTION, 2 ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTON MEE77NG TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF SEEM. 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: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1720, PVC 1220, OR PVC 2720, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS IRAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF ARGOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE A THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA CROP, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN ME SDR OF 18, AND MEET THE REQUIREMENTS OF WSUOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SON OF 18, DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1116 -INCH CEMENT LINED AND SEALED IN ACCORDANCE MM ANSI /AWWA C104/A21.4 -90, AND MEET THE SECTION 9 -30.2. f . SIX -INCH FIRE HYDRANT SPOOLS REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS ( ) SHALL BE CLASS 52. 4, CATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929. MUELLER CENTURION, OR CLOW MEDALLION OR Ab(. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). J WI ALL PIPE AND SERVICES SHALL BE INSTALLED TH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL AL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BEN ADDITION BY A STANDARD METAL 14 GAUGE TAPE SHALL DIRECT TERRA TAPE "D" OR APPROVED (PAIGE IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER MRE (PAIGE "OF- SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND CTU OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL LISE WIRE NUTS AND A LBR SPLICE KIT MANUFACTURED BY ARE OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8, PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTED. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. AN EMBOSSED 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF TIE CURB WITH 114 INCH INTO CONCRETE 11, CALL UNDERGROUND LOCATE AT i- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. ME CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS AND FITTINGS N WILL BE EXPOSED BY CONTRACTOR REQUIRE 'FIELD VERIFICATION ", CONNECTION POINTS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, DETAILING REMAINING ME CONTRACTOR SHALL OBTAIN A PUNCH LIS OF WORK S BY THE CITES INSPECTOR SHALL BE COMPLETED TO K SHOW ON THESE PLANS F WORK i0 BE COMPLETED. ALL ITEMS OF WOR 5 0 ITEMS 0 WO I N OF WRIER OF E WATER SYSTEM AND PROVISO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE TH SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16, ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. �A CaD iTOP�I VIEW T TOP VIEV! TOP !VIEW i, -i = WYE P(I T _- \ ) SE eA y v� T 7A C �� 'IT L ffSIDE VIEW viJGvl}YTIT` / T1 / SIDE VIEW SID' TEE CROSS GATE VALVE HORIZ. BEND / 0, 5�> vj i \\ " \ \ < / 2., :4:Jr�� TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS FU Y�\ \i i r �S %iY ?Y 45" - 90° -VERTICAL BEND CITY OF YELIA, WASHINGTON DEPT. OF PUBLIC WORKS NOTES: NCR STANDARD i. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- - - TWEEN ALL THRUST BLOCKS & FITTINGS. APF110 DWG. NO 3, ANCHOR DEBAR SHALL BE 5/8" MINIMUM - -- 6 -13 DIAMETER. PUBLIC WORKS DIRFD TOR DATE DDS. DWN CKD. DATE FD_L JEG I IF 4/2007 Top view operating nut m -L -emits of payment Paint Hydrant _ Weather shield N to Sun Yellow Hlgh and Hydrant Lock' Grade Enamel -- Bonnet # 13312 - -\ -- 2112 "Hose conneclilon with threads threads HYDRANT OFFSET -41/2 "Steamer connection with NST threads See valve box and ,r, & 5" Storz adapter valve stem detail- Style Poo Style S -37 w /SC cap 6 -11 P 18 " -24" /� - Ground Siond e 3' MI mum Flanged fire hydrant lee e., Inc. Megalug \ " ` 6 Class -5 ductile iron pipe cut to IengfFn I6" ale valve FL , -- 9 R MJ Sea note below I -- - Varies L 4' ' x8 "x16" concrete block - Hydrant Shoe { Bockfill to top of drain ring housing plastic barrier between I With 2" washed rock as shown thrust block and lee 6' x 6' sheet of 11 mil, plastic or con- struction fabric covering 2" washed rock Notes Concrete thrust block I. Hydrants shod be located in cost -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 (' TY OF YELM, WASHINGTON Reliant style 929, Clow Medallion or �)EP T. OF PUBLIC ,WORKS American AVK Series 2780 or Mueller Centurion 3. Gate valves shall be Pestilent wedge FIRE HYDRANT _ NRS with 0-ring seals. Valve ends shod be Mechanical joint by ANSI flanges. PFE Valves shall conform to AWWA 509 -80. .R DwO. NC. Valves shall be Mueller M &H, Kennedy, �;...v C Clow R/W or Waferous Series 500. PUBLIC WORK6 DIRECT01¢ DATE 6 -7 4. it Hydrant F Dan payment s required - P Y 9 OL S. OWN. GRIP. City will order and In } II. r 5a L' 5 JEG TP 4/9007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSU PIPE 0 BEND 45' BEND 22-1/'2' BEND 11 -1/7BEND DEAD END DIAMETER 3,000 SAND & GRAVEL 4,000 OR TEE 52,600 CLAY 4 3,600 2,000 1„000 6" 81OOD 4,400 2,300 1,200 1 5,700 8" 14,300 7,700 4.,000 2,000 10,100 10" 22,300 12,100 6„200 3,100 15,800 72" 32,000 17,400 8„900 4,500 22,700 14" 43,600 23,600 12',100 6,100 30,800 16" 57,000 30,800 157,700 7,900 40,300 NOTES: f. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SMALL 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 ANC) GRAVEL 32,000 LOS . 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER POPE SIZE, PRESSURES AND SOIL CONDITIONS, 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTANID 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 SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH .c�wc'� CLAY X 1 7/8" X 2" HIGH GRADE STEEL HARD SHALE 101000 CITY OF YELM, WASHINGTON _DEPT._ OF PUBLIC WORKS THRUST LOADS .^^�J DWG. N0. 6 -14 PUBILIC WORKS DIRECTOR DATE DES. OWN. CKD. DATE EES JED iP 4/2007 R /I/EH RUN APARTME/VTS NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E, W.M. 3' x 3' x 4" CLA56 3000 CONCRETE PAD OUTSIDE PAVED AREA TRACER WIRE SEAL WITH AR4000W ACP 0' I - - - -�I CSTC 1 _- _ RECESSED HANDLE TYPE COVER T- INLAND FOUNDRY #248 10" 6 3/4 VALVE BOX WITH 8 3/4" "WATER" CAST IN LID I I p yr OR OECD 910 II,777 SECTI0555F II NOTE: CALL 1- 800 - 424 -5555 BY BEVORE YOU DIG. 3PO)FrTS1C1.I" YT��sn .^ � 'Yrle� +s` rnlC ��31 ,� ,, S ,A` .c�wc'� , / . ,0' 4 2:Sr 1 L �L�. A\ �I -1\ " -fY TD7 6`10 3' x 3' x 4" CLA56 3000 CONCRETE PAD OUTSIDE PAVED AREA TRACER WIRE SEAL WITH AR4000W ACP 0' I - - - -�I CSTC 1 _- _ RECESSED HANDLE TYPE COVER T- INLAND FOUNDRY #248 10" 6 3/4 VALVE BOX WITH 8 3/4" "WATER" CAST IN LID I I p yr OR OECD 910 II,777 SECTI0555F BALLAST- F w _ - VALVE STEM RISER REQUIRED WHEN MAX. 0.5' CONCRETE CL 3000 - 36" IS EXCEEDED INSIDE PAVED ROADWAY (LENGTH VARIES) NOTE. i I FINISHED GRADE I . ALL VALVES MUST HAVE 14 GUAGE INSULATED BY I COPPER TRACER WIRE TIED OFF AT ALVE 6" V �. l EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES, VALVE STEM EXTENSION LEGEND 90' BEND Q' VALVE OPERATING NUT OR 1 7/8" TOP VIEW 6" X 1 7/8" X 2" HIGH GRADE STEEL GUM WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON O 3/16" Thk X 5 1/5" DIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT' STANDARD O RAL VALVE BOX STEELXTU TUBING TOOFT OPERATING NUT. LENGTH AS REQUIRED. Q ED. TESTS COCKS FIRE DEPARTMENT APPR 0 V DWG. N0. -"-6" SDR 21 PVC PIPE � IN TEST COCKS ALL WELDS TO SHAFT SHALL BE 114" PUBLIC WORKS DIRECTOR DATE 6 -1 1 CONFORMING TO ASTM 6J 0 I DATE DIAMETER OF PIPE AND FITTINGS - 3034. RISER PIPE TO BE JEG TP 4/2007 FOR FURTHER INFORMATION. PLUMB AND CENTERED D. x TO FLOODING. OVER VALVE STEM. Iz D Z x P, z z eT BALLAST- F w _ - VALVE STEM RISER REQUIRED WHEN MAX. 0.5' CONCRETE CL 3000 - 36" IS EXCEEDED INSIDE PAVED ROADWAY (LENGTH VARIES) NOTE. FLOW - 2 I . ALL VALVES MUST HAVE 14 GUAGE INSULATED BY I COPPER TRACER WIRE TIED OFF AT ALVE -- BODY -GATE VALVE SH W - 0 N SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES, VALVE STEM EXTENSION LEGEND 90' BEND Q' VALVE OPERATING NUT OR 1 7/8" TOP VIEW 6" X 1 7/8" X 2" HIGH GRADE STEEL GUM WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON O 3/16" Thk X 5 1/5" DIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT' STANDARD O RAL VALVE BOX STEELXTU TUBING TOOFT OPERATING NUT. LENGTH AS REQUIRED. Q ED. TESTS COCKS FIRE DEPARTMENT APPR 0 V DWG. N0. NOTE: � IN TEST COCKS ALL WELDS TO SHAFT SHALL BE 114" PUBLIC WORKS DIRECTOR DATE 6 -1 1 FILLET WELD ALL AROUND. DES. OWN. CKD. DATE DIAMETER OF PIPE AND FITTINGS - FS JEG TP 4/2007 RESTORATION DEPTH - -� _.- TRACE TAPE 12' TO 18' UNDER VARIES THE FINAL GRADE TRACER WIRE ( SEE GENERAL TRENCH LL -- WATER NOTES N0, Z) 5�E5 NorE 1 I, , 2 2,, 3 I 6" MIN L 6' MIN DOGGING E NEM <TERrAL \ \ \ \ \ \ \ \ UNDISTURBED SOIL NOTES: L A MINIMUM COVER OF 35' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE SACKFUL SHALL OONSTSr OF CRUSHED, PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3 NATIVE TRENCH B ACKFIL l MATERIAL SHALL BE 50R iEU R 0 SCREENED 50 THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR ONES CITY APPROVED EQUAL. NO SUB57UTIONS WILL BE ALLOWED NITHOUT WRITTEN AUIHCRIZATION FROM THE CITY OF YELM_ 5. WHERE NATIVF MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, FRENCH BACKFILL SHALL ME" THE ROGGE STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO _.. -DWG. N0. PUBLIC WORKS DIRECTOR -- DATE 6-15 DES. DWN. CKO. DATE ES JEG TP 4/2007 SIZE A B 1 1/2" t3 1/4" 15" 2" 17 1/4" 15" APPR� E BDX Llp - 1730 DI READEIR LID BOX - BCF 1730 X 12 BASE OR APPROVED EQUAL z a rc wl METER BOX - } 1 1/2 " -2" POLYETHYLENE LINE r T-BALL VALVE G- 17 I Y' 1 I/2 " -2° MALE I- A ADAPTER 2" RESIDENT BALL VALVE WEDGE (CURB STOP) GATE VALVE CHECK VALVE -- SERVICE SADDLE 1 ROMAC 2025 OR I,�_ 30" 2% SLOPE TO BOX 48" TO CENTER OF SOX .P` P y CURB CHECK VALVE IN GAUGE A ,; BALL VALVE COPPER A TONING WIRE A IN ° a P a IF v WRAPPED METER AROUND THE 1 I/2 - 811 - REST PIPE (SEE 2" 011 -77)7 77 GENERAL 1 1/2" - C66 - 66 B 12, NOTES NO. 2" - C86 - 77 7) FORD PACK JOINT CORPORATIO STD TYPE B 1 PLASTIC LINE (05E 200 -BY -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) FORD BALL E J WITH PACK JOINT & FEMA LE I I/2 " -2" MALE I.E. THREADS NIPPLE SERVICE SADDLE NOTES, CIT" r)F YELM, 'WASHINGTON I. STAINLESS STEEL INSERTS REQUIRED FOR ALL DI:I OF PUBLIC WORKS PACK JOINTS. ,, 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1 /2 " TO 2 " GASKET AND I.P. THREADS. 'F 2 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SC'RVICE 1 1/2" - FORD VBH 75 -15813 OR EOUAL 2" - FORD V -- - -' BH 77 -1 SB17 OR EQUAL APP RO DWG. . d. ALL 1 1/2" N0 / D 2" 2" SADDLES WILL BE H 2" TAPS WITH BRASS 2" NIP PL ��- a EAND PUBLIC WORKS OIREC TOR DATE 6 -J 2" RESIDENT WEDGE GATE VALVE AND 910 _ _ HOUSING AND SDR -21 PVC PIPE YOU DES OWN. CKD. DAZE es JEG TP 4/2007 81,5 U a 2 j CD W C7 Z _ W V Q 4I I-) EXISTS - -� -- ° - - GROUND TEST COCKS_ RE SLIENT SEATED 3. (4 REOb.) 6 "MIN. SN{ TOFF.)ALVES 8' VAX, �(2 3. iii UNIONS 1 (2 REC-D) NO GALVANIZED PIPE ON INLET SIDE G MIN. . DF ASSEMBLY PLASTIC OR CEMETJT SIDE VIEW 'T R ME t BOX 10 °O o°(7° °vO °e,,,-�,eeo Fn o °n °� °9 °0 °°✓� oo° ot, r °000° p ° b °A� ohl IS,oq�o� A (BELOW GROUND INIISTALLATION) GRAV[� 12" M/N. NOTE ALL ITEMS SHALL COMPLY WITH THE FOLLOWING_ - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL MIT" GROUND. - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK ROW PREVIENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEPT. (OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING - - VALVE SHALL BE PROTECTED FROM FREEZING DO U BLS CHECK VALVE CONDITIONS. - TIE BACK FLOW ASSEMBLY 51fALl. BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED MODEL A PLUMBING PERMIT IS REQUIRED. APPRDV DWG, N0. PUBLIC WORKS OATF (5-16 DES DWN CKD. DATE KR JEW TP 4/2007 PLASTIC I OR BOX BOX APPROVED FOR CONSTRUCTION BY: -DATE: Director of Public Works APPROVAL EXPIRES: LU 5) _ .IN. FLOW - 2 I . 'AUTO SPRINKLER" BY GRAVEL BASE MATERIAL LIST: 12" THICK I. SERVICE LINE 3 -19 -74 2. 90' BEND CON[, BLOCK TOP VIEW 6" UNION GUM EXISTS - -� -- ° - - GROUND TEST COCKS_ RE SLIENT SEATED 3. (4 REOb.) 6 "MIN. SN{ TOFF.)ALVES 8' VAX, �(2 3. iii UNIONS 1 (2 REC-D) NO GALVANIZED PIPE ON INLET SIDE G MIN. . DF ASSEMBLY PLASTIC OR CEMETJT SIDE VIEW 'T R ME t BOX 10 °O o°(7° °vO °e,,,-�,eeo Fn o °n °� °9 °0 °°✓� oo° ot, r °000° p ° b °A� ohl IS,oq�o� A (BELOW GROUND INIISTALLATION) GRAV[� 12" M/N. NOTE ALL ITEMS SHALL COMPLY WITH THE FOLLOWING_ - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL MIT" GROUND. - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK ROW PREVIENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEPT. (OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING - - VALVE SHALL BE PROTECTED FROM FREEZING DO U BLS CHECK VALVE CONDITIONS. - TIE BACK FLOW ASSEMBLY 51fALl. BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED MODEL A PLUMBING PERMIT IS REQUIRED. APPRDV DWG, N0. PUBLIC WORKS OATF (5-16 DES DWN CKD. DATE KR JEW TP 4/2007 PLASTIC I OR BOX BOX APPROVED FOR CONSTRUCTION BY: -DATE: Director of Public Works APPROVAL EXPIRES: LU 5) _ .IN. 'LAN PROP II_E - '� I TO BOIOING OR IRRIGATION SYSTEM CITY OF YFLM, WASHINGTON DEPT. OF -PUBLIC _ UBLIC WORK,, REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER _1 _ CWG NO PUBLIC W`� DIRECTOR OATE1 6 -1 7 _yEEBOyE DES. DAYN, CKD. DATE KR JLG TP 4/2007 2 -1/2' FIRE DEPARTMENT INIET CONNECTION FLOW - 2 I . 'AUTO SPRINKLER" BY GRAVEL BASE MATERIAL LIST: 12" THICK I. SERVICE LINE 3 -19 -74 2. 90' BEND CON[, BLOCK 3. UNION GUM 4. NIPPLE ---- -SCNEs JI[ Ip GALYgNIZCD 5. SHUT -OFF VALVE B. CHECK VALVE (C.S.H.S. APPROVED) 7. RELIEF VALVE B_ TESTS COCKS FIRE DEPARTMENT 9. DRAIN TO DAYLIGHT IO.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS - C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. 00 NOT INSTALL IN AREA SUBJECT TO FLOODING. 'LAN PROP II_E - '� I TO BOIOING OR IRRIGATION SYSTEM CITY OF YFLM, WASHINGTON DEPT. OF -PUBLIC _ UBLIC WORK,, REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER _1 _ CWG NO PUBLIC W`� DIRECTOR OATE1 6 -1 7 _yEEBOyE DES. DAYN, CKD. DATE KR JLG TP 4/2007 2 -1/2' FIRE DEPARTMENT INIET CONNECTION RAISED LETTERS DATE 'AUTO SPRINKLER" BY SCHEDULE 40 1 -22 -14 GALVANIZED STEEL 2C -stP 2 3 -19 -74 1e" x 18" x e" GJM CON[, BLOCK 5- 6 -14 PER CITY MARK -UP GUM F ---- -SCNEs JI[ Ip GALYgNIZCD STEEL WRAPPLU MGT 6 MIL PLASTIC CITY OF YELM, WASHINGTON -IDE F_2 P BLIC WORKS _ FIRE DEPARTMENT CONNECTION APPRO VEp. - -- DWG. It PV�BL�iC WO'R�KS DIRECTOR DAn 1E 6 -4.4 _ DES. DWN. CKp. DATE ES JEG TP 4/2007 REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -74 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GUM Li rJ Lit 1 � Q- 2' In U � LJ m m _J Q W �G� j � T ? N � I-cp� Cd O aii '^ V v n V� Q � V �rn O V Q� t 3 C CL U Q O F_ O m o Z O WCr U J 11� II DATE n 4 -70 -14 DRAWING N( FWD a „�enst HEET;G��. (5) ( Lit 1 � Q- 2' In U � LJ m m _J Q W �G� j � T ? N � I-cp� Cd O aii '^ V v n V� Q � V �rn O V Q� t 3 C CL U Q O F_ O m o Z O WCr U J 11� II DATE n 4 -70 -14 DRAWING N( FWD a „�enst HEET;G��. (5) ( TO BE I PSE PER RIVER RUN APARTMENTS NE 1/4, SE 114, SEC 24, TWN.17 N., RING. 1 El W.M. nFF.QITG IAAPPn1 /1= AAf=AIT PI AAl CONSTRUCTION NOTES O SAWCUT EXISTING ROAD PAVEMENT. REMOVE ASPHALT AS HATCHED AND HAUL OFF SITE TO APPROVED DISPOSAL SITE. CONSTRUCT NEW ROAD SECTION PER UTILITY PATCH DETAIL ON THIS SHEET & BHT RSI. ZO CONSTRUCT TYPE IV CURB RAMP AS SHOWN AND PER DETAIL ON THIS SHEET. O CONSTRUCT TYPE I CEMENT CONCRETE APPROACH AS SHOWN AND PER DETAIL ON SHEET RSI. ® CONSTRUCT 5' CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET RSI. ® CONSTRUCT 4' WIDE ASPHALT RAMP AT BOTH ENDS OF THE PROPOSED SIDEWALK TO BACK OF CURB. © CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. O7 CONTRACTOR TO INSTALL STANDARD CROSSWALK AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET I ® CONTRACTOR TO INSTALL C.B.U. AS SHOWN AND PER DETAIL ON SHEET RS2. Gg URCA% rAU AREA NOTES 1. Pmvkle a separate C ut Ramp for each marked or unmoved crosawilk Cut Ramplocam shall be placed within the w dt of me anewi etl clDeswalk or as shown In the C( BmAE Rans 2 Where 'GRACE BREAK' 'a rallied out, the entire INDICq1 of the grace break between the two adlap nl' surface planes shall Le flush. I Donmplce Gmtings,Junction BOxes.ACCess COvers,oreMerappum, n Trent oRhe Cut Ramp or on any partoi to Cut Ramp or Leading. SEEf.MIN�CiFIhN3- 4. (SHEAN WITR UUFFERj 0. C.Fd PAMPWU,B6 an FARED.1F.CN BY �PEDE"' RR,emic SEENOTEa CUR. mat want $EE CM'timETPW5 wuonuG D BEE CCNTMCi PLWS SEE DIE] GRA,oE.REAN LANDmG RADE BRFNt SEEST DARD PLAN Farmi STANDARD PWI FLSte SEOCMINIRACTPUN.- CURB RAMP J'R. ttP. GE PRESSED CURB ADD GUIIEq- SEE NONE o . %MAX._ CEMEN r CONCRETE SICE AL %- SCIPIANS- FACE OF CURB SEE NOTES 4.0 -MIN. SEESUESDMO PLAN ix S fD MEABtIgED PPRALLEL DEPRESSED CURB ANDGUTIER- MOO IE V DEPRErUNDOURCANDGUTIER ON TOTM SIDEWM%� S CROPS. EEC STA.. B. F4a1] µ,I�Lw''M'e SEE CONTRACT PUN - L I nMITYPJ p.0'MIN. PLAN VIEW 0 x. ,I TYPE PERPENDICULAR Y.'11 Z..AK Q J� -SEE JoIrvnIYPJ -BEE N uPd W.nv BTAHDARD Y VW F30JOINt IrANBARD P BREAK TO SIDEWAIA BUFFER. IF EAX �1NMiSITION T.CNTORAIXOFLUPam j- Ia.Da. =AX - ^ii:° I li i BE Of "US BEE UINTMLI PLANE 1 Gg URCA% rAU AREA NOTES 1. Pmvkle a separate C ut Ramp for each marked or unmoved crosawilk Cut Ramplocam shall be placed within the w dt of me anewi etl clDeswalk or as shown In the C( BmAE Rans 2 Where 'GRACE BREAK' 'a rallied out, the entire INDICq1 of the grace break between the two adlap nl' surface planes shall Le flush. I Donmplce Gmtings,Junction BOxes.ACCess COvers,oreMerappum, n Trent oRhe Cut Ramp or on any partoi to Cut Ramp or Leading. SEEf.MIN�CiFIhN3- 4. See Standard Plan Fa0.1D for' Cement Concrete Sidewalk details. 5. See LOnd d Plans for width antl placement Of slEewalk. The Ba Item 'Cemem Concrete Cut Ramp Ty • does not include S. =Sell CUt, Cut antl Grits, Depressed C�and Ruder , PetlesMan Cut, of 5ldewalk The Cut Ramp maximum vnnling slope shall not ramareethe ramp length y,to... ibteet to avoid cbaslogg pie slopeindefnllel�yv when connecting t0 S[eapG tles When aP&1Y, OR the 15 -foot maximum (angth, the mnnlng slope of the Cut Ramp shall as flat as feasible. Cut Ramp, Landing, and Flare; shall receive brae m finish. Bee B Standard Specifications 8.14. LEGEND — SLIFER11111stra li C'IION DEIECUOCg WAPNWG SURFACE- (SHEAN WITR UUFFERj CURB CURB AHDAPOPLANfJS.tU BY �PEDE"' RR,emic SEENOTEa sEEEC1A IF__,NoSUgfacE- GOR AND set NOl�EO D BEE CCNTMCi PLWS SEE DIE] COUMEgSLOPE- SigpNLUfltl- SEE rvOTE4 SEEST DARD PLAN Farmi STANDARD PWI FLSte e0 %MM. J'R. ttP. GE PRESSED CURB ADD GUIIEq- SEE NONE o . %MAX._ pEIECTABLF WAWaNGBURFACE- EACEOFCURB FACE OF CURB EC OEnT CONCRETE CURB LaNDING cuan w,h` n SEESUESDMO PLAN ix S fD MEABtIgED PPRALLEL DEPRESSED CURB ANDGUTIER- e n V DEPRErUNDOURCANDGUTIER TOCUaR Urm) Coos SE CROPS. EEC STA.. B. F4a1] CURB RADIUS DETAIL Op L I PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B See Standard Plan Fa0.1D for' Cement Concrete Sidewalk details. 5. See LOnd d Plans for width antl placement Of slEewalk. The Ba Item 'Cemem Concrete Cut Ramp Ty • does not include S. =Sell CUt, Cut antl Grits, Depressed C�and Ruder , PetlesMan Cut, of 5ldewalk The Cut Ramp maximum vnnling slope shall not ramareethe ramp length y,to... ibteet to avoid cbaslogg pie slopeindefnllel�yv when connecting t0 S[eapG tles When aP&1Y, OR the 15 -foot maximum (angth, the mnnlng slope of the Cut Ramp shall as flat as feasible. Cut Ramp, Landing, and Flare; shall receive brae m finish. Bee B Standard Specifications 8.14. LEGEND — SLIFER11111stra li C'IION DEIECUOCg WAPNWG SURFACE- (SHEAN WITR UUFFERj I CONCRETE GEIECTPBLEWARNINGSUflFACE- AHDAPOPLANfJS.tU BY 'C{MEN EDESTRAN U SEE an A'MO LANfA5.10 O'MIN. 15 M. cRwEaxxMl TEG SLNETRGTMENT- BEE CCNTMCi PLWS SEE DIE] COUMEgSLOPE- GJM SEEST DARD PLAN Farmi �_ GMOE B. 83 e0 %MM. J'R. ttP. GE PRESSED CURB ADD GUIIEq- SEE NONE o . %MAX._ TOP OF ROADWAY O � EC OEnT CONCRETE CURB LaNDING cuan w,h` n �' ry GUTTER EE mmS4 e n V Ch DEPUESSepcua. ANDGUI EEC STA.. B. F4a1] CURB RADIUS DETAIL Op SECTION OA CEMENT CONCRETE CURB wasC -TYPE PERPENDICULAR CURB RAMP SolI Cl1 SREET ISOMETRIC NEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICUTAR B PAY LIMIT NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 6120113 112- LONGAARE ST. S.E. HORIPLANGVIEW ,D NOTES'. 1. WHLRE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLATO; IONGITUDINAI IY, CENTERED IN THE APPROACH. Z. IORIA AND SUBGHADE IN PECIION ARE RE -DIRE BEFORE POURING (,JJNCRLTE. 3. REFER TO SECTION 40.140 YELM DEVELOPMENT GUIDELINES. IPRr `CTS'` `1 P7 1 � Irr A -ir' f 1' L FRI n 7 iivi I l ..1 -111 TSF Hl X r I 3�� 1? ,,�I Tr"NCrr " IT) Lr I. VF r,, U LI B, VV TIN I'°.J CEMENT COICICRETE APPROACH APPRCbEC DWG NO. PUGIIC WORKS DIRECTOR DATE 4 -9 UFS- DWN. (YOU. DATE 5 C S -C S -C 2�Z�95 i ZD' -- I--- 5.0 EXISTING PRROPOSEO PROPOSED I TRAFF N RIP IC LANE PLANT ST SIDPJJALK L /� pj(,ISTIrIG I 6.0' RON )EOICA -ION SECTION A -A PROPOSED N TS. K^N I APPROVED FOR CONSTRUCTION BY: DATE: DITecUFrd PRblic WDEkS APPROVAL SCALE: i " -10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV., 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 56' R. 0. W. 16' 7' 5' TRAVEL WAY NEW NEW PLANTER SIDEWALK F- PER CK -R.23 ED 2, UP UP PAVEkAENi EU z PATCH n� 6� U m a 02 FL /FT N 02 FT EFT L� In OT / 2 C S/T.C. NEW CURB CUT FOR DRIVEWAY/ ' CURB RAMP PER THIS SHEET. I 8" C.S.B.C. 4" ASPHALT CONCRETE STRUCTURE UNYIELDING SUB- BASE -J NATIVE SOILS A 95� COMP. LONGUIRE ST. S.E. PATCH DETAIL N. T. S. LEGEND —P/4. PROPERTY LINE — RfW--- R/W LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE X#'P PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE pl EXISTING WATER GATE VALVE EXI071NG FIRE HYDRANT ., EXISTING WATER MAIN ,n( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP CJM o O � w r'y^^, cr) N s n •••,� 3. M11)0 Ito A By ASH •� �� 4�I� 3 U? C II U FQ j' � M Is 4q.'4W r �gSL 1. 6XG \? \ \��••• FR II 8115 II FIT CA, � I ww d- r� I Q NO U, U c ar F: C C o O � w r'y^^, cr) N s n V 9'� v Q J� OD L D, r a ,33 am L� L� w 72� O m ~va `W n d 0 d V, CA, � I ww d- r� I a� NO U, E) 0 � c ar C C o O � O r'y^^, cr) N V 9'� v Q J CL Z Lai ct CL 0 DATE - 4 -10 -74 )RAWING NO. 8115HASE HEET27OF22 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. F ff�ROW_ DEDICATION - I. _r10' -SETH AC _. I o` N kW p U Q U 12' 177.00' _ - - - 117.51' 344 _ 346... C LK.. 12' - N4930'21 "W 96.05' 12' O -20 348 � co-_ _1 J - - p- _4— 20'- 9' 15 _...348 - PROPOSED 64X59' BUILDING APPROXIMATE F.F. =344.0 344 �'QQQ REAR YARD ,SET BACK 64' PROPOSED 64X59' BUILDING APPROXIMATE F.F. =346.5 64' -10`PS €EASEMENT PER AFN 3982737 G G 348..... O SCALE: 1"-20' 0 10 20 40 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 REVISION BLOCK NO. 48' U BY 1 1 -22 -14 _g 342 in 3 -19 -14 L GJM o I —20'- PER CITY MARK -UP GJM N W I N f M 15 M o FRON z YARD SE CK ' In N r o` N kW p U Q U 12' 177.00' _ - - - 117.51' 344 _ 346... C LK.. 12' - N4930'21 "W 96.05' 12' O -20 348 � co-_ _1 J - - p- _4— 20'- 9' 15 _...348 - PROPOSED 64X59' BUILDING APPROXIMATE F.F. =344.0 344 �'QQQ REAR YARD ,SET BACK 64' PROPOSED 64X59' BUILDING APPROXIMATE F.F. =346.5 64' -10`PS €EASEMENT PER AFN 3982737 G G 348..... O SCALE: 1"-20' 0 10 20 40 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 REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -16 -14 PER CITY MARK -UP GJM ••;� S. MIDD ��1 l�, 1 o- h � Y HC1 il ('O z O U J z 0 N O 2 SHEET INDEX LA 1 OF 2 LANDSCAPING PLAN LD2 2 OF 2 LANDSCAPING DETAILS PROPERTY DESCRIPTION 24 -17 -IE 1A NE SE COM NW COB SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST f RI VER HU/V APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. LANDSCAPING PLAN L v 6' ROW DED ICATIOPI XX>CKX XX, X -.XXXX V J • { X { , .•i ,X�9E �.— , TII 7 -ol ¢ c 4 3 N. , S T 3 •, o , .I F. ,l ip- OPEN { LINE (TYP.) - - ¢ . . . 4' -6' 1 112" CALIPER 8 SHORE PINE 4' -6' 1 112" CALIPER 8 y (, 1 172" CALIPER 8 JAPANESE HOLLY OFREEZE 1 QUART 60 ® 3' 0/C LAVRUSFINUS 64' . 60 0 X 0/C THUJA OCCIDENTANLIS PYRAMIDAL . . 1 172" CALIPER -- 2 �WU 11 QUART 1700 W 5ERAY VALLEY CSR In 1 W W CONSTRUCTION NOTES 2 o O U ,r 1N49'28'514 "W O1 CONTRACTOR TO INSTALL STRAIGHT BENCH WITH BACK MODEL: S5 - 4 -72BK , AS SHOWN AND PER DETAIL ON SHEET LDL , OCONTRACTOR TO INSTALL PLANTER BENCH MODEL: PB -68 AS SHOWN AND PER DETAIL ON SHEET LDi. JO CONTRACTOR TO INSTALL PLANTER MODEL SP -2A -24 AS SHOWN AND PER r w DETAIL ON SHEET LOT. � L v 6' ROW DED ICATIOPI XX>CKX XX, X -.XXXX V J • { X { , .•i ,X�9E �.— , TII 7 -ol ¢ c 4 3 N. , S T 3 •, o , .I F. ,l ip- OPEN { LMLITy CONFLICT NOTE CAUITON THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER LOCATION SHOW ON THESE PLANS TO CONSTRUCTION. OR THIS SHALL INCLUDE CALLINGnUTILITY LOCATE ®,7-800- 42405555TAND AND VERTICAL THEN POTHOLING ALL OF 7HE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY UPON WHETHER VERIFIED PUBLIC INFORIMATION/ AND ARE SUBJECTATO VARIATION. SHOWN SF CONFLICTS SHOULD OCCUR, ETHESCONTRACTORE SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. L I - IRRIGATION B' SOLID BOARD FENCE` ,,- S49'32'38 "E 194.00` 64' . ... PROPOSED . APARTMENT 59' 59' BUILDING "B° ' APPROX. F.F.= 344.00 ' Y f . + - LINE (TYP.) - - ¢ . . . 4' -6' 1 112" CALIPER 8 SHORE PINE 4' -6' 1 112" CALIPER 8 RED MAPLE 4' -6' 1 172" CALIPER 8 JAPANESE HOLLY OFREEZE 1 QUART 60 ® 3' 0/C LAVRUSFINUS 64' . 60 0 X 0/C THUJA OCCIDENTANLIS PYRAMIDAL . . 1 172" CALIPER -- 2 �WU 11 QUART 1700 W 5ERAY VALLEY CSR In 1 W W CONSTRUCTION NOTES 2 o O U ,r 1N49'28'514 "W O1 CONTRACTOR TO INSTALL STRAIGHT BENCH WITH BACK MODEL: S5 - 4 -72BK , AS SHOWN AND PER DETAIL ON SHEET LDL , OCONTRACTOR TO INSTALL PLANTER BENCH MODEL: PB -68 AS SHOWN AND PER DETAIL ON SHEET LDi. JO CONTRACTOR TO INSTALL PLANTER MODEL SP -2A -24 AS SHOWN AND PER r w DETAIL ON SHEET LOT. � O CONTRACTOR TO INSTALL PLANTER MODEL: SP -2B -24 AS SHOWN AND PER DETAIL ON SHEET LDL , SO CONTRACTOR TO INSTALL GEODOME CLIMBER AS SHOWN AND PER DETAIL ON SHEET LDL ©CONTRACTOR TO INSTALL TEETER TOTTER AS SHOWN AND PER DETAIL ON ,� ^ SHEET L01. CONTRACTOR TO INSTALL SPLIT RAIL FENCE AS SHOWN AND PER DETAIL ON ! ^' Oj SHEET LDL CONTRACTOR TO INbI H_ PLAY CHIPS IN PLAYGROUND AREA AS SHOWN AND PER DETAIL ON SHEET LDI. O CONTRACTOR TO INSTALL SIGN AS SHOWN. {, ' LMLITy CONFLICT NOTE CAUITON THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER LOCATION SHOW ON THESE PLANS TO CONSTRUCTION. OR THIS SHALL INCLUDE CALLINGnUTILITY LOCATE ®,7-800- 42405555TAND AND VERTICAL THEN POTHOLING ALL OF 7HE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY UPON WHETHER VERIFIED PUBLIC INFORIMATION/ AND ARE SUBJECTATO VARIATION. SHOWN SF CONFLICTS SHOULD OCCUR, ETHESCONTRACTORE SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. L I - IRRIGATION B' SOLID BOARD FENCE` ,,- S49'32'38 "E 194.00` 64' . ... PROPOSED . APARTMENT 59' 59' BUILDING "B° ' APPROX. F.F.= 344.00 ' Y f . + - LINE (TYP.) - - ¢ . . . 4' -6' 1 112" CALIPER 8 SHORE PINE 4' -6' 1 112" CALIPER 8 RED MAPLE 4' -6' 1 172" CALIPER 8 JAPANESE HOLLY OFREEZE 1 QUART 60 ® 3' 0/C LAVRUSFINUS 64' . 60 0 X 0/C THUJA OCCIDENTANLIS PYRAMIDAL . . 1 172" CALIPER -- 2 �WU 11 QUART 1700 W In X z W W K 2 o O U ,r ...... ....... l "A B- _ 59' . - - 8i ,! -Y I -- PROPOSED APARTMENT - ... ...... ... BUILDING „A" ......... APPROX. F.F.= 346.50 - _ }X .. r PARK AREA X .. 64 10 P.SE EASEMENT. PfR AFN- 3982737 - . . - - - -. . . Y.YYYYY.iLY i4YYYYYY.Yatvac ac.v. vac v.uvac vac. .�� G.4 _ I PLANT TABLE SPECIES HEIGHT SIZE TOTAL NUMBER PAUL SCARLET 4' -6' 1 112" CALIPER 8 SHORE PINE 4' -6' 1 112" CALIPER 8 RED MAPLE 4' -6' 1 172" CALIPER 8 JAPANESE HOLLY OFREEZE 1 QUART 60 ® 3' 0/C LAVRUSFINUS o 1 QUART 60 0 X 0/C THUJA OCCIDENTANLIS PYRAMIDAL 3' -5' 1 172" CALIPER 30 ® 2.5' 07C PENNISETON FIREWORKS �WU 11 QUART 1700 SPACE AREA TABLE OPEN SPACE REQUIRED OPEN SPACE PROVIDED 4,966 .ft. 7,717 sq. ft. Z 1 all dl 2.1- APPROVED FOR CONSTRUCTION BY: DATE: _ Du ao, of Public Works APPROVAL EXPIRES: SCALE: 1 " =20" 0 10 20 40 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 a * ;SOLD BOARD FENCE LEGEND (/^X'�p SHORE PINE •! PAUL'S SCARLET /^0••�1 0 \0 RED MAPLE 1 -22 -14 THUG OCCIDENTALIS PYRAMIDAL X JAPANESE HOLLY * LARUSFINUS GJM RIVER ROCK 5 -16 -14 LAWN GJM GRAVEL OFREEZE PROOF YARD HYDRANT LANDSCAPE NOTE LANDSCAPING SHALL CONSIST OF SHRUB TREES OF THE THUG OCCIDENTALS PYRAMIDAL VARIETY (OR EQUAL) STAND 3 TO 5 FEET TALL WITH SPACING AT 25 FEET ON CENTER. TYPE I OR 11 LANDSCAPING GROUND COVER AS REQUIRED ON ADJACENT SITE BOUNDARIES SHALL CONTINUE AROUND THE ENCLOSURE. REVISION BLOCK NO. I DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -16 -14 PER CITY MARK -UP GJM •i C G U Q o O'^ LA ro n 0 Lw z a U � W � m W� z�A mom � d 2 N U O��3 ca 8115 v v O � N II o v rn z 'v •i C G U Q o O'^ �WU g� W In Q W W K 2 o O U ro n 0 Lw z a U � W � m W� z�A mom � d 2 N U O��3 ca v v o v rn V/ a � 'v •i C 5 U Q O'^ MVM, g� o Q Z co C) Q J DATE 4 -10 -14 DRAWING W 8115BASE SHEET 1, OF Western Red Cedar Split Rail Fence Post and Rail "American Style" 2 -Rails Total Height of post 5'4" ground revel .4, 10' or 8' Western Red �— Cedar Split Rails 'r Sl, t 1 F P to Wp of I 17" to top of rail 27" in ground Ned.: All measurements are apl roub a bb, Property of Beacon Images - Cedar Split Rail Designs LOBAL g l o ba l i nd us t ria 1. c o rn 2 -Rider Spring See Saw Call To Order: 1.888.978.7759 Fax #: 1.888.381.2868 Avalla bit try Usually ships it tD tot days Stock No T9CB[6334] Price: $99].95 Emeurage rectal imemchen In your ploy spare wllh the Spring Fee Saw The? Rider Spring See Saw features a pov dercoated blue framewkb red seals, X L x 13W Safety Zone. Equipment ni or emeede ASTM & CPS(', standards for playground epulpment Poomercoated steel frame, injection raided plastic seats, steel not spring. Blue Color Finish. LENGTH INCHES 84 LENGTH FEET 7 WIDTH INCHES 2 WIDTH FEET 2 DEPTH FEET $114 HEIGHT INCHES 3) HEIGHT FEET 415 lbs. BRAND cltreplay® CAPACITY 2Grdren COLOR FINISH Blue ASSEMBLY ul ice: $819 2N, CONSTRUCTION seal Frame are Injection Mdded Piddle !. DESCRIPTION 2 Rid , Spin, Sri Saw MANUFACTURER'S PART NUMBER o2 -0] -0055 MODEL RECOMMENDED AGE 2100 TYPE Mow PLAYCH I PSTM A product made up of rnainlV ct =dar pulp chips, ranging from 1 -1;4" to 1 -1J2" for -ig hy'is'trick. Used for paths, dog runs, and around playgrol_rnci eduiprnent. They stay clear) arl(d offer good drainage, as well as provides a Cushion for rough and tumble playground activities. PLa,'r'GHIPSTM are stied to meet the regUiremE=nts of school districts. Application: Paths and dog runs 1'r t1 j 3" deep. In playgrounds and around plat/ground equipment 4" to 6" deep. MEETS ASTM E1292 & E1487 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN17 N., RNG. 1 El W.M. (MCLOBAL g lobalindustrial.com Geotlome Climber Call To Order: 1.888.978.7759 Fax #: 1.886.381.2868 Avallabllllp, b ally snips In 101c 13 days Stock No T9CB2@0355 Price: $831,00 A nation ifin b'ng add on to any playground. Constructed of 1 "OD galyavlvd ste .I pipe with mulb-cclor povAer coated connectors. 36 hign by 76" diems to The story zone Is 20 diameter Equipment mess or exceeds ASTM & CPS, siandards-or playground equipment "'galvanized steel pipe posted steel correctors. Mu5- Colored Color Frost, LENGTHINCHES 9D LENGTH FEET $423 WIDTH INCHES Do WIDTH FEET . Price: DEPTH FEET $114 HEIGHT INCHES 42 HEIGHT FEET 415 lbs. BRAND ullapl yO CAPACITY ZD atl dren COLOR FINISH Multi Sacred ASSEMBLY ul ice: $819 2N, CONSTRUCTION Glusnaed Steel, Poxdermatee Steel Cmnecton DESCRIPTION Geotlome ollmnar MANUFACTURER'S PART NUMBER I'Mini MODEL RECOMMENDED AGE 510 12 TYPE Climbing 4 Oewling APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: ( u-St, Puntul, Ub1_1 . lcneh, be tad, mares nualt u .Pndl..xrg rt rmopt"cs aters, st.P2 suau lot.: and mwc Omani t[IFCn -L., rnamental )Tom At Ornamental Stone, we offer sevelzl different sizes and styles of concrete benches for you to select from —. Strailght Benlch with Back Model. SB- 4 -72BK W x 32 "11 DATE $423 Retail Price 728KCnoy ( optional mncr L_ backrcuQ 18 "D x . Price: r . r $114 assessai 4 25 "U x " 415 lbs. V;r . Planter Bench Model: PB -68 24 "D x .68 "D x 30"1 300 Ibs. r 11Jrlyht: lbs. SP -20 -24 ul ice: $819 2N, f'!7i7 -ti ]fi Tl1 J' ornamental �i0 ril�d e�li '1 i '-:• I uda.h, nlmrc —re, ' Concrete Street Planters - Small to Medium Concrete Street Planters - Large e.111111' 1 I L11 I I 11-LI IaLr11IL I1�r1L 111 I'a51L11 tv¢.di RU. I ARO- I IArt I A1 F 01 J . N' I 1,1- I 1 Pr LAFNT FAGS NUN nLU ILILL LUs It NIL Tel. BGO -446 -4241 . feu: 360- 275 -0861 *4 ornamental 5TONE ar Nrrrl Isin monfirl "' -91 EI Cr1. ,,. I 1a -111v N, , -A.. -i d C,11uort tisti Oaamedm Sh— Pc. FII Fete Resavad REWSION BLOCK li redeem; DATE 11 W.Ght Retail Price SP -1 -18 18 "D x 22'11 175 Ibs. $114 SP -2-25 25 "U x 30 "H 415 lbs. $230 SP -2A-14 24 "D x 24 "H 300 Ibs. $178 SP -20 -24 24 "D x 14 "ll 185 Ibs. $99 Concrete Street Planters - Large e.111111' 1 I L11 I I 11-LI IaLr11IL I1�r1L 111 I'a51L11 tv¢.di RU. I ARO- I IArt I A1 F 01 J . N' I 1,1- I 1 Pr LAFNT FAGS NUN nLU ILILL LUs It NIL Tel. BGO -446 -4241 . feu: 360- 275 -0861 *4 ornamental 5TONE ar Nrrrl Isin monfirl "' -91 EI Cr1. ,,. I 1a -111v N, , -A.. -i d C,11uort tisti Oaamedm Sh— Pc. FII Fete Resavad REWSION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -16 -14 PER CITY MARK -UP GJM 8115 0 I z �P IL Q W O n W � 3 � vl ¢ w NC O U NC z Y Cp W U tt Q to rut W m W � z50 ut _ O NO ro U z1 W`� � ■ f\ v N V/ O V Q� Zp cc 00 pC O Zp �Y U Q ab V o riQS vj n (J/ J ILLJLJ— Q) C� z U Cn z �C J DA TE 4 -10 -14 DRAWING NO. LD1 8115BASE SHEET-2-01'.1 SHEET INDEX LP 1 OF 2 LIGHTING PLAN LP2 2 OF 2 LIGHTING DETAILS PROPERTY DESCRIPTION 24 -17 -1E 1A NE SE COM NW CDR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 El W.M. LIGHTING PLAN ' C ROW OED .' ICA TION - 5493238'E 1' I _ 10' SIDE YARD ti.: ;l DER;.', • a � 4 q _r - ;I I F I � I 3 l t _ WALL MOUNTED I I - //-LUMINARE. .I M G r - J POLE MOUNTED LUMINARE. LEGEND I �. I a 1 ry P, 4E k '3 W H/w R/W LINE r r , 1342 BERRY; VA4LL,EY DR ADDITIONAL 10' UTILITIES EASEMENT C 1 o PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240v y 'J PROPOSED A21L 150M 240v FRONT PROPOSED SIDEWALK PROPOSED SHOULDER N49'28'54 W, - 4-. ' ; YA - - -- -- EXISTING EDGE OF PAVEMENT (D ) EXISTING STORM MANHOLE D D ,7 SET B CK EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN - EXISTING POWER POLE II EXISTING WATER GATE VALVE 346' - EXISTING WATER MAIN J. .I M G r - J POLE MOUNTED LUMINARE. UTlJTY CONFLICT NOTE CAUn0N 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 1- 800- 424 -5555 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 LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR THE CONTRACTOR AND COORDINATING ALL RE I TESTING, AND APPLICAB YELM AND PRIVATE ENG CERTIFYING ENGINEER lW COMPACTION WAS AND ALL CONSTR( SHOWN ON THESE / DEVELOPER NOTE: 'R DEVELOPER SHALL BE RESPONSIBLE FOR RED MATERIAL TESTING, COMPACTION E INSPECTIONS AS REQUIRED BY CITY OF JEER. THE CONTRACTOR SHALL SUPPLY N DOCUMENTATION SIGNED BY A /OR MATERIALS ENGINEER SHOWING THAT BUILT ACCORDING TO THE IF GEOTECHNICAL REPORT, THE BACKFILL I CITY /STATE REQUIREMENTS, ED IN ALL TRENCHES AND ROAD SECTION, MATERIALS AND CONSTRUCTION METHODS HAVE BEEN FOLLOWED. I I: I I LEGEND I iK.. BY 1 ry P, 4E k '3 W H/w R/W LINE r r , EASEMENT LINE BERRY; VA4LL,EY DR ADDITIONAL 10' UTILITIES EASEMENT C 1 o PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240v y 'J PROPOSED A21L 150M 240v g� PROPOSED SIDEWALK PROPOSED SHOULDER N49'28'54 W, - 4-. ' ; EXISTING CONTOUR - - -- -- EXISTING EDGE OF PAVEMENT (D ) EXISTING STORM MANHOLE D D ,7 ' EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN - EXISTING POWER POLE II EXISTING WATER GATE VALVE 346' - EXISTING WATER MAIN J. i HV� UTlJTY CONFLICT NOTE CAUn0N 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 1- 800- 424 -5555 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 LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR THE CONTRACTOR AND COORDINATING ALL RE I TESTING, AND APPLICAB YELM AND PRIVATE ENG CERTIFYING ENGINEER lW COMPACTION WAS AND ALL CONSTR( SHOWN ON THESE / DEVELOPER NOTE: 'R DEVELOPER SHALL BE RESPONSIBLE FOR RED MATERIAL TESTING, COMPACTION E INSPECTIONS AS REQUIRED BY CITY OF JEER. THE CONTRACTOR SHALL SUPPLY N DOCUMENTATION SIGNED BY A /OR MATERIALS ENGINEER SHOWING THAT BUILT ACCORDING TO THE IF GEOTECHNICAL REPORT, THE BACKFILL I CITY /STATE REQUIREMENTS, ED IN ALL TRENCHES AND ROAD SECTION, MATERIALS AND CONSTRUCTION METHODS HAVE BEEN FOLLOWED. I I: I I LEGEND I iK.. BY 1 ry P, 4E k '3 W H/w R/W LINE 344 - - - 1...346 -- p- --346 ---------- . / I X I 348 DO -7 G - PROPOSED APARTMENT 5 59 BUILDING "B" APPROX. F.F.= 344.00 .344 PARK AREA 59' PROPOSED APARTMENT BUILDING "A° APPROX. F.F.= 346.50 r10" 348 10' ESE EASEMENT PER AFN- 3982737 MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE: PURSUANT TO RCW 5&24.040 (8) AND WAG 332 -120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY, A CONTROLLING POINT FOR A PLAT, OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER, CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. ....348 APPROVED FOR CONSTRUCTION BY: —DATE:- Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =20" 0 10 20 40 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 REWSION BLOCK LEGEND DATE DESCRIPTION BY 1 ry P, 4E PROPERTY LINE W H/w R/W LINE r PER CITY MARK -UP ° - - - - EASEMENT LINE 5 -16 -14 PER CITY MARK -UP o — ADDITIONAL 10' UTILITIES EASEMENT C U ti o PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240v y 'J PROPOSED A21L 150M 240v g� PROPOSED SIDEWALK PROPOSED SHOULDER 456 -- PROPOSED CONTOUR EXISTING CONTOUR - - -- -- EXISTING EDGE OF PAVEMENT (D ) EXISTING STORM MANHOLE D D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN - EXISTING POWER POLE II EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT - EXISTING WATER MAIN REWSION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -L':^ GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -16 -14 PER CITY MARK -UP GJM Q C U ti Z In y 'J g� LP JOB NUMBER 8 „5 O Z Q 0 0 w w Q W w n o U Z u W m �Q z0� m � � 2 zN� co W v I. F v N • rn e6m Q� 3 C Q C U ti Z In y 'J g� Z J CL V 7 I DATE 4 -10 -14 DRAWING N( 8115BASE 3HEFT_1 OFD A21 Luminaires FaW4; SPECIFICATIONS DESCRIPTION I he acorn style m d la nar,e 6}1.11 c.LUlet of decorative nir base with an togal IEbd hddET,g.1mI Posh. and hapey Abbe, PHRIEN51061 S FII dirrahson, shall be as detdled on Lfack if MATERIAIS I En I I faire base ballast I ouh' y and globe holder shall be heavy GGIC copper free cog aluminum produced from certi dad POINT 366.1 Ingo) per ASTM ILL ]9 -95A or ASTM 82695 Dymond 11 e to the p It urn vita completed roll. G m lobe arm,ol Of all be de t #ar cNIIC (standard) winn ,]nor featured p l,E orbrnateorwhitetex- i redp Iycalloonote as options LTINrhi enochorN'ha l q e Gmas icare gloss and e i - F.Il OB'oh d O[L,,iCOm O flan9 finial shall ha cost 01 rn um metal op s spun aluminum and decor. Fee banding ,N TrErs, All hardware shall be stainless steel, NI e lerlor namwala snail be tamper ,655}4,} INSTALLATION The Iu . 1 shall Criount orr a 3 O D 13- 1 1 , wt I Ala Jid _rocket el' we (Lamrn n wttn B San, karyarail, ba e halm r i an H 1 OD. g) The gl b hall t c . 11 the l by To', 1/4 1 I ro,eal Gal 5 cranes. Tl LeAnd add s... N bl 1 Ilbe fa tied with ( A kb :IpI., and Of on dbl t Ilan to. The Grolier' mul 'hi t rx .. vadb'Ina, tgafiumbsc w FINISH II h FaoA,dflkL, and c bloptiore w o, 'Firl se f ons, 'Eflob, LIGHT SOURCE Im r a res shall be himoshed with an H.LD. b011ast and Oockel assembly Lurroalre Ni be UL listed and labeled do O,Hablo for et locations 5. ckels sha'I an glrn d p elnln ogul modurn bar ma ,,,P,,.r alloy nlckel plate sr,yew n ll and ,,nmr fronRet Gradient s II be core and co L hgh power fact-, regulafrg Type. CEQi1FICA]IQN Upi n faqr,O,.q ridnUtac-urer sh llcertify lfi,%Tr f Sc 1 g ! .11I Upon request. ..fact hall supply UL fire %and IT frg'rform.an ANTIQUE Street Lams tCI w.l ,LLx, AuEy I% ]FH Or 4rl%r YJ A414 ,As",a9171 Lt IA LaIrmi L/Gf/T/NG` val N/A IM,., FEATURES & SPECIFICATIONS INFUlofo usf Rwtlu gri Ylumn mason forxMmopttuN ralreeoN and rmlmemel weiraim+ CONSTRU(INN no mi e .11 slormar. Ar ] Irr a Pi n I'als.forawtiro dwa Mwo gn Ind. UXLXXNr III FBI Berzmg pe _i5 "Cf 13 i1 3519511 =lp✓ WPMenlrcWnlMl p(III sure 2'aalmor, oms OWPC Fir,mrsommms, MRma builmnaladernmer - )OW METAL HALIDE Ears, I, AL ;ry }V WALL PACK CUBE dl l]d 1 ap yorarY T ¢`D xmw M 1 PIINmmm,11 am rremwee la. I INSTAWTNX A eaAl II 1 Ibol 6h19m ) oaly ars, so Is le I, ei miurydrom, Are o Prvn d 1ENI Xon4g' one fi wrnId alY am s nudad4 ratin son of W wow, wring Ne my of Wrte Ill' aromas Imal so T b. 111X6 Iv (I [E V le d ry,aMadty adel rar lmlole I arlure Ho MO ,a1 M d' o nu19NIiT11 na H�m,We me wmB o-s,e @➢ I VA10111 Magi T5B,K.41 w4 ure J : mn 7 FumNn .111. I ID I p N1N OBY[ ]OM zm LP .... _ _ A1 0 WOItO4 /Lame OISMbUXOn- F101sh' -- OpfiOns -_J - ACORN ii WI TYPE at 4 AFTEGA OR. A2'.I A 50H MED MO. 1 120 ANEW FPF rra A2'.I AU ]SH a FIRS 28 ANDB FAB ow OBP( mmmrwNpamome MB IoWax Mnal 1zU 116vnxm.9neYn Lv Lervpinnaam 7 we m Br_ re Iznpmn.dra xexar mlb +l 1B CS -Nam.r PER' rA A2�,1 l 15INA MFD oaull aumwu OWPT NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTMENTS NE 114, SE 1/4, SEC.24, TWN.17 N., RNG. 1 E°, W.M. qRl a p31 % I \r A121 E I1 / \LNApq'j'1 / \pII A21 K A]I q AN, R A21 D ell. lTn [T L9ll'n Wh ... en91�aT LT Ivw - rev AQI P AST W b A21 C� A31 M A21 E A41 N� Ash 5 q2I AU9n OPTIONAL nml �wrOrol Remo ((sX 66X) TOO, iM FLY, _- _ Maro1 - ' RAB mm Ilnw u �� NETM1Imuf.KMCMr uRS) nMab a 91 oSkaS'bner aKSY ro npr MoBa or Asa,. use Sticker - nsrMmkem ecMVlkre Oemaea by banFp one 1111.) MINAI(2E H.r.o. BaMBr COmGOrA. UY,C,, POwtad) B HA$ES 5 n� - -coal oa.rlwnEncasea Bnrue Na,aLXl W -O X JL E -anb J� anD Teo,D. s.TSV.D. L - (n a s,c sa m w: I- B Ax - W Nle D, O. IFror --ared Benamyown, p q 11.5' 1R' -. (.pyfggmFVr {un 68616 (O Slnvn) y K A R T D (+1tk'.c Ioa.ns 4'OD. 4 'V.0. 'LL). sAld (5)114 &rck 9 14-3 O0. d'Fi m 1s 1 11. _ _ 36r B o.AM B Bm (wsw )_ P W LO M a5v o. 4so.o. sro.p. so.D. ras A.YnFa»OnOr� - T'.Prom, Twar eeA Al ..... Z f Wmr-Twi wlaglaae fPE9 126• 1U.3 16• 14 h" �faN f. Iy yy yyI (n lum plMOn M_ AnketCap cm t L N I L -- AU (tloorM Ci 5 "O']. 36'OA 4ba. 9dru ar& M1.5i4B norAOw,]'O. reV loa r Ybaxq'iwXHO.-4MwhnmdN(oNY O.urol'4MM1N1m]PI / tnunrafxnsJ ORDERING INFORMATION ExurTipleA2lA75HMEDACTGR51MANBKKRI 11.1n MEL A1 0 WOItO4 /Lame OISMbUXOn- F101sh' -- OpfiOns -_J - ACORN ii WI TYPE at 4 AFTEGA OR. A2'.I A 50H MED MO. 1 120 ANEW FPF rra A2'.I AU ]SH a FIRS 28 ANDB FAB A2�1 B IDEH MED GR5 as46 ANIX'� M A9,1C 1I5H ME0 IHNG .rv.Uallrtes lwov 2D ANVG nx HS Li "No A21 D NOW MFD s - 347 ANPP Your. dm� I A21 E DOM MED I L Mal X01f 480 CM oq 1- Pi AS.1 K I WM MED 1B CS -Nam.r PER' rA A2�,1 l 15INA MFD ACT y.- ,lv.u..tl PEI A2�,1 M VSM MED Be' PE3 A21 N ass MED : o ., ... r rm . PE4 A8.1 P 50. el PEJ ., .... n 205 MEO ntd 21% MED Alrl 5 4 C J .. ho^• ... or OF III. nu 15005 MFD m R ,. q:n '2TR! mm c +.ne_ee oemx'v miJ A2,1 % "Ni H6 mury ............. aw 3424rmw A211WSGR3 pITDOOR PHOTOMETRIC REPORT CATALOG: A21 15M CR3 TEl F. AA1017 SSHE DATE 1 /3100M CATn1013 A A21150S M' IIMINATTE ACORN ii WI TYPE at 4 AFTEGA OR. bi CIFAR 150-W ATT IQQI FRESSORE SODIUM, NERTICAL BASE DOWN M( N D° PEC moN. TAMP Emi 1 Ball RATED UJMETES /TAMP: IEAW JVPUI WATTAGE'. 150 Wall OPENING VERTICAL CYLINDER (OU :14.04 ', H: 211) TCk SALLIC 38 (OF =1) TER(A (.DRY. CECORATIVE Poll .1 WILD 2)25.0 AT HOOZONTAL225°, 4ERTICAL]25° CIL 1111 Lubss: NONCUTOFF from YCIAS: MFONM, TOPE IN EFFICIENCY. 791 Qm, cuityBral ANTIQUE If kI I I.\Ao Poll C[ la OHStrlbrtim Lwf vale rof Pi E.A IBM Co. a.. I.. IW° 1 4 3 ] 1 0 t E 3 9 zji3 I)0• 1%°] w wo NN° YEa .E zGa. CO; o M a . V 1400 6M \✓ 106] E z331 SM s I.N. VA 0° 10° 2a° DO° 9P ■ M.a.Cd]25 -H 4 ■ -0 °H ■ -9 H b0 IT ■10 f6 ■05fa ■5fo ,_D .I fa 0 50 %MV Cd IM[am or rmw Of mount liejN(N[) - -MU4Car VISI1ALPTIC)TO lNlC thou. 2A000MRIGoti , ACUm9tANCAUGHTING REPORIEO DATA CALCIl1ATED FROM MANUFACNPERA DATA FILE, BASED ON IESNA RLCOMNLNceD METIODO. LINSUOn suAL PNOTOMETLllc TOOL PA(iG I 01 `1 M1LLp /Axxvtisley.yB.cwNIW s/FlwtmetrlcYenalOetwltasp'fia =1 T144 114 N2412014 OUTDOOR PNOLOr umc RETORT CATALOG: 42115MM LICE Imeii OIL JOB NUMBER 11331m BY: _DATE: WUI 1 3VH00 A- -90° _ Director of PAGO Wodcs ll l _ O olm APPROVAL M( N D° - sa a EXPIRES: No. o BM Ne 60° ,u lm -- 4]W BXFk LgM NI _p° 13631m ayao NONE- Max LEE % :) Tral Li 3$1.51µ 21% LJAILIon iE VISUAL Merrel ETKC TOOL Inp'. IIWw. tisuN- ldcmYWdsNKKmlatricNees /tletrulLapXfiG1TI44 A21 lase R3 "McuityBranas. ouyl arrarry IaA FM Ado° IU48 31m 66% M 40.1 k. FrowardI .E. PAGE 3 OF NO APPROVED FOR CONSTRUCTION JOB NUMBER n „5 BY: _DATE: WUI 1 5U.1sUPVU _ Director of PAGO Wodcs ll l _ O 3 -19 -14 APPROVAL La - el" - - 11]01 EXPIRES: A almn�un Kn meeS. o Z -- ■ /�0 W U c:) O CJ I /r"MV /A L/GHT/NG' FEATURES & SPECIFICATIONS IXIfMUFp USE Hllgl 1 s s' A f5dresal m9a, fron, 1 Origuar irB .� auld id-Irsumma O g - on. ou, GrAme, .ra,ra,14myrair Is, rmy, UlXtra(tarselM UpM1 Y .... bodOommand lempe( IlWrarnA dAnntlgB+ Flood Lighting I M h T w 1a'xP n eM H nneod ,ywnmaona flF(1B1(AI Ip 5 SOISUIV IIP3 ,t0104WMH. Grokp, Aghnazar2pgn p NII fo l]VWMKMd d.0 n p grylA,yl tEMMW arcXN% fi nr Mi n HSTBA 50 1A Bids lTnsule ShIdarn IL 1m BnarI O lOrfib Car Game 11 Inal111 1.- I040UW Metal Halide WARMX lear-L ahp. M1rc 119 9P- mMwsemnry9- lul lleremin mnuFILL, w sp mP rvrveleam n 9< a I.e rsa-vN em adN Ai MNTEABTIC SELECT, UUrJenx I OILMAN ING Dell REVISION BLOCK NO. DATE R1��,I T' �I7u� n" WUI 1 5U.1sUPVU NsOMSrrWI ll l _ 2 3 -19 -14 "d, 1 q el" - - 11]01 GI% A almn�un Kn meeS. rZ50i0UMeMUrn em adN Ai MNTEABTIC SELECT, UUrJenx I OILMAN ING Dell REVISION BLOCK NO. DATE I. s 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP 1 q in GI% 1. U Q Z -- ■ /�0 mays. ondle. a.1 g1 _ O G", 11 11 - -, K M d V 61 _ 1 J �nLi, Ii_ ti= M _ nu 1U em adN Ai MNTEABTIC SELECT, UUrJenx I OILMAN ING Dell REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -16 -14 PER CITY MARK -UP GJM U Q Z ■ /�0 LP2 Z J � Lf) U � W � ED Q W Z � � U O m LY Q Z N O� O Ln O F7 N W cof O of N Y d- Pro a� Q C U Q Z ■ /�0 J_ Q L� tJ Q z_ 0 J DATE 4 -10 -14 DRAWING NO 8115, SHEET 2 01