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20130320 Redline #4VICINITY MAP 1.14 AC. ZONING: SHEET INDEX POWER: PUGET SOUND ENERGY CVR 1 OF 22 COVER SHEET PUGET SOUND ENERGY SEWER: TPI 2 OF 22 TE.S.C. & GRADING PLAN CATV COMCAST FPS 3 OF 22 TES.C. - SPECIFICATIONS rm(;A ^•1117- RACC, +,.,n 7'f)/ ?m4 TP3 4 OF 22 TES.C. - DETAILS 456 - -- PROPOSED CONTOUR RI 5 OF 22 PLAN & PROFILE EXISTING EDGE OF PAVEMENT OD R2 6 OF 22 PLAN & PROFILE OH' EXISTING SANITARY SEWER MANHOLE R3 7 OF 22 PLAN & PROFILE EXISTING CATCH BASIN '.: R4 8 OF 22 STORM TRENCH - PLAN & SECTIONS _ EXISTING FIRE HYDRANT Psi 9 OF 22 STORMWATER - DETAILS & SPECIFICATIONS RS2 10 OF 22 STORMWATER - DETAILS & SPECIFICATIONS PGi 11 OF 22 PARKING & GRADING PLAN STP 12 OF 22 S. T.E.P. SYSTEM PLAN S7 13 OF 22 PLAN & PROFILE S2 14 OF 22 PLAN & PROFILE SOl 15 OF 22 SANITARY - DETAILS & SPECIFICATIONS SD2 16 OF 22 SANITARY - DETAILS WA 17 OF 22 WATER SYSTEM PLAN SCALE: 2" 1 M)LE_ WI 18 OF 22 PLAN & PROFILE W2 19 OF 22 PLAN & PROFILE W3 20 OF 22 WATER - DETAILS & SPECIFICATIONS WD1 21 OF 22 WATER - DETAILS & SPECIFICATIONS FR 22 OF 22 FRONTAGE IMPROVEMENTS PROPERTY DESCRIPTION 24 -17 -1E IA NE SE DOM NW COR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE S7. 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 Vo 1 UTiUTY 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 Y B POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCA 7/ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®1 -8 - 424 - 5555 AND hIEN POTHOLING ALL OF THE EXISTING 00 UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS 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 LMTH CONSTRUCTION. CONTRACTOR / DEVELOPER NOTE: RI VER HU/V APAHTME/VTS NE 1/4, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. �CL..ICIL L.VIYI ✓Vl(_'�%T� li ]v% =�11 t: C_1 I IL: IZ'�kt QI " P :1 61 ROW DEDICATION -- - - - - i- ___- <_______ ' SID YARD P , -PAS- i OR "Al !'I I - -- - - - — - — - I 3 •- .0 i - - - - - - - 64 - - - - u - - - - - _ i W cep " .342 F q O i ' .'AQUA -SKIRL ' FRONT -- PROPOSED ' I YA - APARTMENT -- ' SET B CK 'CB/4 - - ? - b9' 59'I •I _ - - - -- BUILDING B" / �S •�' 4 APPROX. ' •' ^ - - -- F.F. 344.00 -. 344 ..-_ �• I ' w , n 19x PROPOSED 9'x20' I PARKING SPACES (TYP.) r-- -5 .344' a o i S. P. 2 k co� - ..346 I , i r 64• bd: 8.39, MAX PER. ADA REQUIREMENTS (rte. �V I 1, �.... _ 1546_. I PROPOSED •t C �. APARTMENTS '. BUILDING "A" •.i APPROX. I �� ^y O F.F. = 346.501 rf -34 g I i � ID' I - - - t4t - 7_ _ -34a I t ;`.. 64' 348 - J-- - - - _ � - - _ 10' PSE EASEMENT PER -AFN .3982737 G- ._- _ 6 __ _________ ---------- ________ ____ _____�4 -G ' S 4 9 23 ________ ____' x THE CONTRACTOR AND /OIR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUTA7ED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE_ INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WIT N DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND OR MATERIALS ENGINEER SHOWY THE ROAD SECTION WAS SHOWING THAT RECOMMENDATIONS OF THE ACCORDING TO THE MATERIAL MEETS MINIMUMS GEOTECHNICAL REPORT THE BACKFILL CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEW AND ALL CONSTRUCTION DIN ALL TRENCHES AND ROAD SECTION, SHOWN ON THESE PLANS HAVE AND CONSTRUCTION METHODS HAVE VE BEEN FOLLOWED. II NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ORPIP- TcYX11 PROPOSED SEWER STEP LINE NGVD 29 PROPOSED WATER LINE BM: 1252 PROPOSED STORM DRAIN MANHOLE CASED CONCRETE MONUMENT WITH BRASS v °'n An-,, -°mr, ' \GPI(_ rm(;A ^•1117- RACC, +,.,n 7'f)/ ?m4 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 58.24.0 40 8 AND WAG 332 -120 BEFORE REMOVING OR DESTROYING ANY MONUMENT ON O 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. APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: SOLID BOARD FENCE LEGEND --F�4 SCALE: 1"-20' R7'W— R/W LINE — — - - 0 10 20 40 VERTICAL DATUM ADDITIONAL 10' UTILITIES EASEMENT THURSTON COUNTY PROPOSED SEWER STEP LINE NGVD 29 PROPOSED WATER LINE BM: 1252 PROPOSED STORM DRAIN MANHOLE CASED CONCRETE MONUMENT WITH BRASS PROPOSED STORM CATCH BASIN CAP & INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 PROPOSED LIGHT POLE CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES PROPOSED SHOULDER SOLID BOARD FENCE LEGEND --F�4 PROPERTY LINE R7'W— R/W LINE — — - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT —SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN GJM PROPOSED STORM LINE yy�� 0-- '" PROPOSED LIGHT POLE to PROPOSED SIDEWALK J_ PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D D EXISTING STORM MAIN OH' EXISTING SANITARY SEWER MANHOLE cAJ, �j EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN '.: EXISTING POWER POLE 1.1 EXISTING WATER GATE VALVE _ EXISTING FIRE HYDRANT - EXISTING WATER MAIN REVISION BLOCK NO. DA 7E DESCRIP77ON BY 1-22-14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 _ YLR CITY MARK -UP GJM O v to Q 4 cdC 8115 0 J � Q Z 1 C9 i.1 c; E L U Q L w 2 2 � O U O �I a Ll U1 I1 � a o> p] Ja is Cco� Cc IF Y ro X Z 2 v) (? I� W v / ct \�J 0 V M1D0 yy WA, q Bop ..S e jQ ei y I ljl L� ' DATE r Q � ss�o ST ti�"w�� 4- 10 - -14 DRAWING N( CVR 8115BASE HEFT _ -1 OFD, co VJ V '? � ^ v O v to Q 4 cdC Q OH' N cAJ, �j �C1 IL� I� W v / ct \�J 0 V M1D0 yy WA, q Bop ..S e jQ ei y I ljl L� ' DATE r Q � ss�o ST ti�"w�� 4- 10 - -14 DRAWING N( CVR 8115BASE HEFT _ -1 OFD, CONSTRUCTION NOTES O 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). 5O EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED. Q7 EXLS _`IG UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. BO CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. O EXISTING WATER SERVICE TO BE REMOVED BACK TO WATER MAIN. CONTRACTOR TO COORDINATE WORK WITH THE CITY OF YELM. LEGEND CLEARING LIMITS .. EXISTING CONTOURS -- ------- 440-- - - - - -- PROPOSED CONTOURS TPO SOIL TEST PIT (SEE GEOTECHNICAL REPORT DATED 09\23\13 LOCATED IN THE STORM DRAINAGE REPORT FOR ADDITIONAL INFORMATION). • • -• MIRAFI SILT FENCE O O INLET PROTECTION O NOTES: L 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. T 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 COMPACTION 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 70 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, OUST CONTROL WILL BE REQUIRED. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. t��YP9+ A ,rl� ll` gyp,] rl\ -�01�� A�rfI;VT -I I- ). ^.1 p' I RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. LIMITS OF CLEARING AND GRADING (TYP.) SCALE: 1 " =20" 0 10 20 40 NO. DATE DESCRIPTION BY 1 1 -22 -14 I r 2 3 -19 -14 PER CITY MARK -UP GJM 3 5-6-14 PER CITY MARK -UP GJM � o a" w. K CY c � S � Cl v1 a; w ° *w O W r x 1 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. t��YP9+ A ,rl� ll` gyp,] rl\ -�01�� A�rfI;VT -I I- ). ^.1 p' I RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. LIMITS OF CLEARING AND GRADING (TYP.) SCALE: 1 " =20" 0 10 20 40 342' T�- • 3 r`� _ r Is _.. _ TP/)1 -. -_ - - PROPOSED APARTMENT- _ _ -- BUILDING "B" APPROX. F. F. = 344.00 344 21 ...._._..PROPOSED APAR TMEN_T BUILDING "A" APPROX. F F. = 346.50 TP#9 TP#8 348 ----------- ----------------- 348 LIMITS OF CLEARING AND GRADING (TYR.) 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. 0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP O 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 7ES.C. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND WADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES HE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS, 70. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 71, 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. TYPICAL 2 LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NTS REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP CJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5-6-14 PER CITY MARK -UP GJM � o a" w. K CY c � S � Cl v1 a; w ° *w O 342' T�- • 3 r`� _ r Is _.. _ TP/)1 -. -_ - - PROPOSED APARTMENT- _ _ -- BUILDING "B" APPROX. F. F. = 344.00 344 21 ...._._..PROPOSED APAR TMEN_T BUILDING "A" APPROX. F F. = 346.50 TP#9 TP#8 348 ----------- ----------------- 348 LIMITS OF CLEARING AND GRADING (TYR.) 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. 0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP O 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 7ES.C. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND WADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES HE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS, 70. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 71, 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. TYPICAL 2 LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NTS REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP CJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5-6-14 PER CITY MARK -UP GJM � 8715BASE K CY c JOB NUMBER W CV "n Z L rl w z�2 0 fX G� co v V v V v o, Q C� _a C a U V Z O LL. � <7 L CD V` QD -4 Q-) IIL7 LUU 8115 NN11 DA TF "C, 4 -10 -14 ST sHI -NA �I v DRAWING NL � 8715BASE K CY c � S � Cl v1 a; w O W CV "n Z L rl w z�2 0 fX G� co v V v V v o, Q C� _a C a U V Z O LL. � <7 L CD V` QD -4 Q-) IIL7 LUU NN11 DA TF 4 -10 -14 ST sHI -NA eeG��l DRAWING NL 8715BASE HEFT i_ OF �, EROSION CONTROL NOTES I. 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, ANDIOR 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, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT /CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT A. DRY SEASON(MAY I TO SEPTEMBER 30): LIMITS OF CLEARING EXTENDED TO ONLY ENOUGH LAND AS CAN RECEIVE APPROPRIATE PROTECTIVE COVER OR STABILIZATION BY NO LATER THAN SEPTEMBER 30. B. WET SEASON(OCTOBER I TO APRIL 30) 1, 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 COLORED 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. 7 - INSTALLATION OF EROSION CONTROL FACILITIES /PRIOR TO CLEARING. INSPECTION NO. 2 - COMPLETION OF CLEARING. INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK, INSPECTION NO. 4 - COMPLETION OF PROJECT INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND /OR SPECIFICATIONS (DOES NOT REQUhS ADVANCE NOTICE.) 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE CITY OF YELM AND THE 2005 DEPARTMENT OF ECOLOGY STORMWATER MANUAL. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT -OF -WAY GRADING NOTES I. THE CONTRACTOR SHALL STRIP THE SURFACE ORGANIC MATERIAL WITHIN THE BUILDING AND LOT AREAS 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 (95 %) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70, VERIFY WITH SOILS ENGINEERS' RECOMMENDATIONS. 3. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8) LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (95 ,T) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 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. EXCAVATION SFANILWDS CU7 SLOPES: SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 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 6. TILL SfANO1ROS: OVER 20 FEET 10 FEET 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 JUP!SDICTION 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 I 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 1 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 HELM, 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 SLOPFS 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 RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. EROSION CONTROL BLANKET NOTES 1. 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 72 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SEECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND, INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 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 FE-NCE MAY BE ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLED OIR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DWRING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH 7'O FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOLN AN OUTLET PIPE OR WEIR. 12 INSTALL DOWNSLOPE OE EXPOSED AREAS. 13. DO NOT DRIVE OVER OFq FILL OVER SILT FENCES. INLET PROTECTION NOTES I. PLACE CONCF -TE BLOOKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETLER OF THE INLET, SO THAT THE OPEN END FACE OUTWARD, NOT UPWARD. 7-HE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE_ VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT Y..EAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVEE7 THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH GIR COMPARABLE WIRE MESH WITH 1/2 -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 7 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN UNE 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 OPENING AT LEAST 18 INCHES ON ALL SIDES. 6, IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. TEMPORARY DIKES AND SWALES I. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE LAKE 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 RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A PONE), TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. SOD NOTES 1, SOD SHALL BE MACHINE (,UT AT A UNIFORM SOIL THICKNESS OF 3/4 -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 AND IRETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY THE END OF A 3 FOOT y-ECTION. 3. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OR WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 4. SOD SHALL BE HARVESTED - 36 HOURS. D, DELIVERED AND INSTALLED WITHIN A PERIOD OF SEEDING NOTES 1, SEED MIXTURE SHALL BE 1CL7RED TOP, 40% ANNUAL RYE, 40% CHEWING FESCUE, 107 WHITE DUTCH CLOVER, AND 'HALL 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 BE 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. PEP7FORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. S. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE_ MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PQ0)7CTrv53)1 r Y "n A ^,�r •,--'Its\rNG -r 1M//' \R,Ir nor ,�y � rX f?r ' , 9•77.n 1 Pr, A\ .,.I c1 1. 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. 11 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 6 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 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN- SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW ANn 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. J. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. STOCKPILE NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERINGS OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 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. fD ti 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. � APPROVED FOR CONSTRUCTION BY: DATE: Director of Public 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 ROOK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL PE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA, SMALLER PADS MAY BE APPROVED FOR SINGLE - FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4, IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET, THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH 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 d BETWEEN NOVEMBER 1 AND MARCH 31. 8. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. REVISION NO. DATE DES1 1 -22 -14 PER CITY MARK 2 3 -79 -14 PER CITY MARK Q c� 3 5 --6 -14 PER CITY MARK A F O U fD ti Z � I W � � Cl co V <[ u I.MI ar TP2 IF NIJIM -]I W c) I U v i> r C) C) 0, Q c� v � F O U fD ti Z � I W � � Cl co V <[ ly fit S n W 2 U 2 I MI V ql Qrn QI Q) _I zz� VOA ct � v 2 cov C� c) I v i> r VI rn Q c� v C c O U ti Z O 4: W C `� co V b v co U_ C� LL_ C-) LLJ C/L� c, U (J6 Li DATE 4-10-14 DRAMNG N( 8115BASC IHEFT 3 OF2. RUNOFF WATER WITH SEDIMENT 18" MIN RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. FILTER FABRIC ON TOP OF GRATE WASHED ROCK 3/4" TO 3" (12" MIN. DEPTH) - SEDIMENT j \/ X1/2" WIRE MESH OR HARDWARE CLOTH �/ UNDER FILTER FABRIC EXTEND FILTER AND EXTEND 12" FABRIC 6" BEYOND GRATE IN ALL BEYOND GRATE FILTERED DIRECTIONS C.B. INLET WATER INLET SEDIMENT PROTECTION (BEFORE PAVING) NOT TO SCALE ADAPTER SKIRT MIN. -1 (FOR A PERFECT FIT) DEPTH may\ RETRIEVAL STRAP SINGLE FAMILY LOTS) �48 8" QUARRY SPALLS- (4" TO OVERFLOW GEOTEXTILE (TO BYPASS FABRIC PEAK STORM GJM VOLUMES) APPROVAL 24" z? EXISTING EXPIRES: CATCH BASIN #3003 SEDIMENT ONLY SEDIMENT ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASIN INSERT #3003, FROM FOSS ENVIRONMENTAL 7440 W. MARGINAL_ WAY S. N SEATTLE, WA 98188 -4141 w PHONE: 1- 800 - 909 -3677 INLET SEDIMENT PROTECTION (AFTER PAVING) NOT TO SCALE NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PRO IErTS' 31' r v ' --,) !\r ".tot Bt rE ,Ilwn ')/9/2"14 2:217-­) r" I Tip( Op0 R <- *�SN\�G ■ R - 25' MIN. -1 12" MIN. DEPTH (6 "MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPALLS- (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) ,may 20. OF <F PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA 7 lj� 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 8'x12" TRENCH rim 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 — BACKFILL, 3/4" - 3" IN TRENCH AND ON BOTH SIDES�8" MIN. OF FILTER FENCE FABRIC ON —.-I THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 8 "x12" TRENCH I 0 I N 2 "x2',5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. APPROVED FOR CONSTRUCTION JuB NUM LK BY 1 1 -22 -14 BY: DATE: GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 Director of Public Work, PER CITY MARK -UP GJM v APPROVAL 1 z? z EXPIRES: LO C 7' N G w N w G� Y in w Ll v D_ Ci w T U 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 v C C O U ti O N G w n U u7 v � v Z j CTL o Ln U� Inm J 1 1�1 Z�m O m �C�Q >yT zN� U) .J LJ C) V V) �J I �, IL DATE 4 -10 -74 DRAWING N( TP3 81,5�ASF SHEET.4 OF v r v N V rn v c� 3 v C C O U ti O N G w N G� U) .J LJ C) V V) �J I �, IL DATE 4 -10 -74 DRAWING N( TP3 81,5�ASF SHEET.4 OF Z Q INTERSECTION DER & LONGMIRE ST. S.E. CONSTRUCTION NOTES O CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. 2O 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. ® CONTRACTOR 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.). 70 CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING ® 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 RS7. 9O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. q0), CONTRACTOR TO CONSTRUCT 4" rONCRETE SIDEWALK & PARK BENCH LANDING (® 8.37 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. II NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PRnIFrTr.\P,11' ":V n PROPOSED GRADE PER CITY MARK -UP w II Ct OF DRIVE h o p> W w­ =, w cd EXIS GRADE ® } S!f '0 .- RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. ` =OSED —I SH "R4 N R APPROVED FOR CONSTRUCTION BY: DATE: Director oCPublic Works APPROVAL EXPIRES: 6' DEDICATIO PROPOSED S 8O -- - - ' L " CONCRETE SIDEWALK r d ✓ PROPOSED I STREET LIGHT 2 _ Yx LOCATION 346 r / / % TYP. 4 .`� i / r ( ) 532, — ti� - _ ` �� _ .yb' -- -- - "1 346.27 PROPOSED 51 CONCRETE SIDEWALIf_.�& - - - -- - -- 4S yS 120LF�12 ADS(N -12) O 3.081[ 4575 S60 STA. 1 +96.05 = TW= 346.00 CL INTERSECTION ALIGNMENT "A" STUB & ' J/ A = r " ALIGNMENT'S' _ / I�I e I 6 345.6T._ -34695 �- --'—F �----- - - - - -_ ' - _ = 346.00 i FLOW DIRECTIQN ARROW (TIP) 's n / 13p S SENN. TUB - ' STA: 1 +98.05 `� t I }46 = =- RIM - .345.62 20' TYP. „ ____- - -_ 5` % '�.� i / i O _ _ _ - (LW =346.50 SCALE: I"-10' LE:�342 z {12ME I - - / rya•" W/)NLET GR�7E -- / �I / / -- 346 - - -- m 0 5 10 20 /I RN 4600 PROPOSED APARTMENT BUILDING "A" / \°J APPROX. t 3 - x-15' FRONT YARD SET BACK yR FLOW ARROW TYP. a F.F.= 346.50 p I� ' 346.66 . z VERTICAL DATUM THURSTON COUNTY / /Z + hya `� SAS) '° NGVD 29 0 LIM:1252 i CASED CONCRETE MONUMENT WITH BRASS / �� CAP ®INTERSECTION OF YELM AVE, & TAHOMA BLVD. W+ / PROPOSED 4' O I ELEV. j47.21 CONCRETE SIDEWALK � ----------- =_ CONTOUR INTERVAL =2' / + + - - - - - TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES _348 - - -- �` _- -._.._ ALIGNMENT 'A PLAN VIEW HORIZONTAL SCALE: I"=10 LEGEND 344 � I rtl N Z� oo�n wow U awl 342 EX. 10" WI TERJ CROSSING i 340 338 8" WATER 4j' WATER CROSSING }, f 4r WA TER I WA TER-1 GROSSIN13 - - +bu U +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 r A cn l T _t In ALIGNMENT °A' PROFILE VIEW HORIZONTAL SCALE: 1"=10 VERTICAL SCALE: 1 " =2" —Pfd PROPERTY LINE %.74W­— 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 p1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN 00.00 PROPOSED TOP OF PAVING SPOT ELEVATION 13( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GM m n PROPOSED GRADE PER CITY MARK -UP w II Ct OF DRIVE h o p> CJM �, L =, w cd EXIS GRADE ® } � r- OF D -DRIVE W C7 STA:1 +9&05 R 6 v� LE -34262 1 ' [ - ,DO % - - - - -- -- 1W%iNLET GRATE -0.50% 8" WATER 4j' WATER CROSSING }, f 4r WA TER I WA TER-1 GROSSIN13 - - +bu U +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 r A cn l T _t In ALIGNMENT °A' PROFILE VIEW HORIZONTAL SCALE: 1"=10 VERTICAL SCALE: 1 " =2" —Pfd PROPERTY LINE %.74W­— 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 p1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN 00.00 PROPOSED TOP OF PAVING SPOT ELEVATION 13( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 6 -14 PER CITY MARK -UP CJM �, L =, s V � r- C7 W C7 <n 8715 N. v w Q_ 0, c C� rn cy LY �, L =, s V � r- C7 W C7 <n v� vI [ W a� <i �l s W c. 2 n� a of I,I �n Y ZOO Ud a Zvi N O � co N. v 0, c C� rn cy v s O U V � r- <n v� w Q J w cn 1 �O-L� Z }W CL /Cr^ V Q J CL 4�0E14 -II R1 8" ""ASE tIFFT -15- OF Z CONSTRUCTION NOTES O 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 F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5" CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. O 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.). 7O CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING ® 2.07 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. ® CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING7ACCESS 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 (® 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. A /VEH HU/V APARTMENTS NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E, W.M. AP PRO APPROX. B F.F. = 346..50 ALIGNMENT 'B° PLAN VIEW F.F.= 344.00 HORIZONTAL SCALE: 1 =10 352 _ __ _. ____. -__._. _.. ___ _..... 350 348 346 344 342 340 338 336 334 IN M LE.-3d8.85(12*SW&NW) W/1NLET GRATE N OJ a O^ cp DESCRIPTION R/W LINE N M — — — — cD M IN O M — OJ M O m OJ N M mm N O r7 O O tp rD M m N N M M � O � M M OJ M OJ M cp rC M M M O M M rJ cD M m N M d' . M c0 p M C'I EXISTING WATER GATE VALVE 0 +00 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. U-r i v U-rztj U+.7U U +4U U+ Su �PR0IPCT'--\811r- Y ^1m A-- itrnpnt-\FN(77- n"r /C; \8115- PACC.CI ... q v/0 /-)nlA 2.3,,-3, r)p ��r' ' ^�C" �cpT ^ISM � U +6U 0+/0 0 +80 0 +90 1 +00 ALIGNMENT 'B' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL. SCALE: 1' =2" 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 APPROVED FOR CONSTRUCTION BY: DATE: DirecNr of N.bk Works APPROVAL EXPIRES: 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: 347.27 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND REVISION BLOCK PROPERTY LINE —Pfd— DESCRIPTION R/W LINE 1 — — — — EASEMENT LINE IN 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 0 EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE C'I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN ,0 0.00 PROPOSED TOP OF PAVING SPOT ELEVA71ON 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- _, GJM O/� co a �10�I W d i 4-10-14 v DRAWING NC d \v Q� m v U, Q�� s U O/� co a w L, w C_ C) r, [q r O �n 0 w z W L n- o vl Ur� ro am w m 'Q O [Y 4 Or�C� � co Citi d i 4-10-14 v DRAWING NC d \v m v U, Q�� s U O/� co a V ) n m J O Zct n CL C� Z J CL lA DA IF 4-10-14 R2 DRAWING NC 87IbBASE SHEET {;_ ^F y W .✓ r�r^ VJ W C � CONSTRUCTION NOTES ,Qw I I.� W I +Wv I r J I I I I I . .I . VI 11 DEDICATION N , .:N a APS7ER°" 'I 34Z.41 PAD \RFA c-e / I i I� d I Oi CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DET' 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 RS7, O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET PST 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 :TOP LOCATION (TYP.). O CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.07 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 RS7. 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 (® 8,37 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSt. 1Y 1y SIDEWALK 15 FRONT YARD SET BACK I CBJ5 I I 346 344 342 340 338 336 334 t CD O RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E, W.M. IZ- 341.00(6 ) 111 fi SY 1.E- 3X95(I2'SW&NW) W/INLET GRATE & ALIGNMENT 0 LE -340. a N 343.19 --- - - - - -D w a� ca U � ALIGNMENT 'C° w STA:0+1 m �o CA HORIZONTAL SCALE: 1"=10' RIY�341 m m m _ I.E -33fi o Nov y rn WIINLE7 i OD 0 00 I Q EXISTING SANITARY SEWGR MAN00I f m wo �� _ — LL✓ . I N �N EXISTING WATER GATE VALVE 341.80 0 I FXIS PRO WATER MAIN In PROPOSED TOP OF PAVING SPOT LLEVA1lON ,0 0.00 EXISTING TOP OF PAVING SPOT ELEVATION M M M M M I 0 I I I Oe2 M +.! / I i I� d I Oi CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DET' 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 RS7, O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET PST 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 :TOP LOCATION (TYP.). O CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.07 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 RS7. 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 (® 8,37 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSt. 1Y 1y SIDEWALK 15 FRONT YARD SET BACK I CBJ5 I I 346 344 342 340 338 336 334 t CD O RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E, W.M. IZ- 341.00(6 ) 111 fi SY 1.E- 3X95(I2'SW&NW) W/INLET GRATE & ALIGNMENT 0 LE -340. a N 343.19 --- - - - - -D w a� 8 U � ALIGNMENT 'C° w PLAN VIEW m �o CA HORIZONTAL SCALE: 1"=10' m ROOF DRAIN O a505 (YIN.) a o k W O O Q 1 +00 2a' FLOW ARROW TYP. W.O&F-GADS(N-12) ROOF I ? PROPOSED APARTMENT BUILDING "B" APPROX. F. F. = 344.00 DRAIN O DRAIN O G71'.IIl�d1i 343 O I.E= 340.35(6) I o� o^ a o� w a� rn ° a N m N in nm m m �o rn m m m m m m o Nov m N� rn a EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE DD EXISTING STORM MAIN m EXISTING SANITARY SEWGR MAN00I f m tOO �� �°' EXISTING POWER POLE N �N EXISTING WATER GATE VALVE n �rrni EXISTNG FIRE HYDRANT FXIS PRO WATER MAIN In PROPOSED TOP OF PAVING SPOT LLEVA1lON ,0 0.00 EXISTING TOP OF PAVING SPOT ELEVATION M M M M M � M 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 1 +40 1 +50 1 +60 1 +701 +77 ALIGNMENT "C' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' I� NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ,NR0JCCTS \81 i_ veln, A- et. vG -� "�� \F 1� `.(' 7 E ' ";'2('i_� ? r'1'�. \ \r ' 1 �rl- "rIf 1c APPROVED FOR CONSTRUCTION BY: -_ _DATE: — Dlrector ofPubbc Works APPROVAL SCALE: 1 " -10" 0 5 10 20 0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP O INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIA TES LEGEND Q. PROPERTY LINE —Im� — R/W R/W LINE — — -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BA .;N — PROPOSED STORM LINE �{•. PROPOSED LIGHT POLE 3 PROPOSED SIDEWALK 456 - -- PROPOSED CONTOUR �I EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE DD EXISTING STORM MAIN ur X� EXISTING SANITARY SEWGR MAN00I f EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE EXISTING WATER GATE VALVE EXISTNG FIRE HYDRANT FXIS PRO WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT LLEVA1lON ,0 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 OIIY MARK -UP GJM 3 5 6 -14 PER CITY MARX -UP GJM �I F LI � O VI ur X� A R3 811 0 Q� o °I r lr� C u Ir1 u� W r� LY Ln T� r7 o m ¢rn [o I-UE, > � G CO VJ V v vL v CJ W S] Ur a� �I F LI � O VI ur X� v l LLJ w O Zct CL Zc�d UZ J Q 'Q __j CL DATE 4 -1G -14 DRAWING N( 8115BA5( HEET O CONSTRUCTION NOTES Oi CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. 20 CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.15 -20 ON SHEET FR. OCONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSL ® 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.). OCONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.09, 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 RS7. OCONTRACTOR 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 8.39 MAX PER, ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. 11 CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERF. PIPE 0 0.009 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. 12 CONTRACTOR TO CONSTRUCT 20'L X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE PIPE 0 0.009 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 RS7. OCONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. �$ CONTRACTOR TO CONSTRUCT 6' HIGH SOLID BOARD FENCE AND 20' DOUBLE SWING GATE AS SHOWN AND PER DETAIL ON SHEET RS2. ' J g \ Q I V o � U E' RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. E E t E g f E f k f E E t E E E E E E f E 7EP S E E E E EIE E E ;''E E P(IOPQSEDEPLA(��TE/j STFjIP E ' E `f- _k E t E I � 5 GONCR -E � d1E SIDEWALK O \ N40' 1'07 "E 27 0' \ PROPOSED 6' DEDICATION BLF 12 AOS(N -12) O 1.50X \ CB TT'PE I CB TYPE 1 I 14 RIM -34210 STA:0+74.B0 14 1 wM- 341.76 I LE- ) LE- =54(12NE&S*) i W NLET GRATE W/SOUD LOCKING UD CONSTRUCT 561F X 4' DEEP X 10' WIDE INFILTRATION TRENCH WITH 12' PERF. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. NOTE: CALL f E 4 f E f E E f f\ E 2' MIN. NATIVE 424 -5555 F(12 NE&SW) BEFORE SOIL DIG. Ir \. T T r� � � PRO_ S i �s INSTALL FILTER FABRIC + 4' 314" _ i -112" ALONG TOP AND SIDES 1 \ ". I WASHED ROCK OF TRENCH 140N iY I 3- , ; 1 5' (NO FINES) MIRAFI OR EQUAL. C9 TYPE 1 14 )a PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR I \ EXISTING CONTOUR 12" AOS(N� 12 \ I CONSTRUCTION NOTES Oi CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. 20 CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.15 -20 ON SHEET FR. OCONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSL ® 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.). OCONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.09, 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 RS7. OCONTRACTOR 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 8.39 MAX PER, ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. 11 CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERF. PIPE 0 0.009 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. 12 CONTRACTOR TO CONSTRUCT 20'L X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE PIPE 0 0.009 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 RS7. OCONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. �$ CONTRACTOR TO CONSTRUCT 6' HIGH SOLID BOARD FENCE AND 20' DOUBLE SWING GATE AS SHOWN AND PER DETAIL ON SHEET RS2. ' J g \ Q I V o � U E' RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. E E t E g f E f k f E E t E E E E E E f E 7EP S E E E E EIE E E ;''E E P(IOPQSEDEPLA(��TE/j STFjIP E ' E `f- _k E t E I � 5 GONCR -E � d1E SIDEWALK O \ N40' 1'07 "E 27 0' \ PROPOSED 6' DEDICATION BLF 12 AOS(N -12) O 1.50X \ CB TT'PE I CB TYPE 1 I 14 RIM -34210 STA:0+74.B0 14 1 wM- 341.76 I LE- ) LE- =54(12NE&S*) i W NLET GRATE W/SOUD LOCKING UD CONSTRUCT 561F X 4' DEEP X 10' WIDE INFILTRATION TRENCH WITH 12' PERF. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. 348 TA•0+ 02 M =345.69 ' I.E.- 338.38(12N�') EXISTING PROPOSED GRADE fSOL1D LOCKINGII II ¢ OF DRIVE NG GRADE 0 / OF DRIVE - E f E E E 4 f f E f I� LE- 33$62(12 W) Y) 4 i� SLF 12ADS(N -12) O 1.50% I W /SOLID LOCKING UD kEA-a��33�aW12lNE &SW) W/SOUD LOCKING UD STORM TRENCH HORI)"LANQVIEW G 1'11.1 344 342 1 CONSTRUCT 561E X 4' DEEP X 10'1 WIDE INFILTRATION TRENCH -- _- NI7H 12'. PERF. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. 340 f 111/ /1 / 338 336 334 NOTE: CALL h 2' MIN. NATIVE 424 -5555 F(12 NE&SW) BEFORE SOIL DIG. Ir \. T T r� � � PRO_ S i �s INSTALL FILTER FABRIC + 4' 314" _ i -112" ALONG TOP AND SIDES 1 \ ". I WASHED ROCK OF TRENCH 140N iY I 3- , ; 1 5' (NO FINES) MIRAFI OR EQUAL. C9 TYPE 1 14 )a PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR I zaF fz'ADS(N- 112)0057% EXISTING CONTOUR 12" AOS(N� 12 EXISTING EDGE OF PAVEMENT OD PERFORATED PIPE D D ICI 0 0.009 SLOPE NATIVE ^5 EXISTING SANITARY SEWER MAIN SOIL EXISTING CATCH BASIN EXISTING POWER POLE pl EXISTING WATER GATE VALVE m' INFILTRATION TRENCH DETAIL 348 TA•0+ 02 M =345.69 ' I.E.- 338.38(12N�') EXISTING PROPOSED GRADE fSOL1D LOCKINGII II ¢ OF DRIVE NG GRADE 0 / OF DRIVE - E f E E E 4 f f E f I� LE- 33$62(12 W) Y) 4 i� SLF 12ADS(N -12) O 1.50% I W /SOLID LOCKING UD kEA-a��33�aW12lNE &SW) W/SOUD LOCKING UD STORM TRENCH HORI)"LANQVIEW G 1'11.1 344 342 1 CONSTRUCT 561E X 4' DEEP X 10'1 WIDE INFILTRATION TRENCH -- _- NI7H 12'. PERF. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. 340 f 111/ /1 / 338 336 334 SELF -12 ADS(N -12) PERF. PIPE O 0.00% (FLOW SPUTTER) 'DUMPS TER 11 4 tea. • REST IO i I e 3'�s FLOW, ARROW TYP. 9� CBR3 TYPE I 20LF -12 ADS(N -12) O 0.598 STA: 1 +02.56; 7.48 RT 7LF 12'ADS(N -12) O 1.23% R81- 341.63 LE- 338.71(127NE&SW) A A SN1RL 13 WIINLET GRATE STA0+878D 14 RIM -34132 LE- JIM47(121NE&SW) W /SOLID LOCKING UD -&F 12 ADS(N -12) O 1.23% UD / I '7L.1=tV%[E b I 0 1314' v NOTE: CALL 1- 800 - 424 -5555 F(12 NE&SW) BEFORE YOU DIG. Ir \. T T r� � � PRO_ S nl Y. n �s ,. - it? r � 4:N'-. n"Ic-E 'I I rl -P "U 1 \ ". I 7 /'? %�`: '. e a. %. - W pn A �\ •-.. -�� "�C..(1 SELF -12 ADS(N -12) PERF. PIPE O 0.00% (FLOW SPUTTER) 'DUMPS TER 11 4 tea. • REST IO i I e 3'�s FLOW, ARROW TYP. 9� CBR3 TYPE I 20LF -12 ADS(N -12) O 0.598 STA: 1 +02.56; 7.48 RT 7LF 12'ADS(N -12) O 1.23% R81- 341.63 LE- 338.71(127NE&SW) A A SN1RL 13 WIINLET GRATE STA0+878D 14 RIM -34132 LE- JIM47(121NE&SW) W /SOLID LOCKING UD -&F 12 ADS(N -12) O 1.23% UD / I '7L.1=tV%[E b I 0 1314' v STORM TRENCH PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE,: Director of Public W.," APPROVAL EXPIRES:_ SCALE: I " -10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 6&4: 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 -0'+ PROPERTY LINE BD R/W LINE ffi'L I EASEMENT LINE F(12 NE&SW) ADDITIONAL 10' UTILITIES EASEMENT TCKING UD PROPOSED SANITARY SEWER MANHOLE eE f 14 PROPOSED SEWER MAIN 7.94 PROPOSED SANITARY SEWER STUB 10 PROPOSED STORM DRAIN MANHOLE 50(12'SAE) o GRATE o - PROPOSED STORM STUB C9 TYPE 1 14 )a PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR I zaF fz'ADS(N- 112)0057% EXISTING CONTOUR STORM TRENCH PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE,: Director of Public W.," APPROVAL EXPIRES:_ SCALE: I " -10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 6&4: 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 -0'+ PROPERTY LINE - R/w R/W LINE - -- - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE _. PROPOSED SEWER MAIN PROPOSED SANITARY SEWER STUB • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN - PROPOSED STORM STUB C9 TYPE 1 14 PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D D ICI S • RIM- 341.76 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 LE- 33&54(12'NE *SW) _- - . _... W/MD LOOKING II LID TYPE I (40W SPUTTER) _ 7.48$7 : RIM- 341.63 7LF 12 ADS(N -/2) O 1..;3% I.E- 338.7O(12'NE &SW) 8LF 12 _qS(N -12) O 1.50% WANLET GRA7E7 6LF 12'ADS(N -12) 0.1.23% 8F 12 N -12 O 1 .5N X a N N r N E� O O 0 n V O ro � N d - N O � M raj M M 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 STORM TRENCH PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE,: Director of Public W.," APPROVAL EXPIRES:_ SCALE: I " -10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 6&4: 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 -0'+ PROPERTY LINE - R/w R/W LINE - -- - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE - -- PROPOSED SEWER MAIN PROPOSED SANITARY SEWER STUB • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN - PROPOSED STORM STUB PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - 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 a„s z `V' F 711d, 'l 0 w Ir S D cj Ci 3 V � Q 2 DD 2 rMj C> � �m tt g �ll Zoo KaQ �{ o co v v N m V- C� W a c =z C � ` O u O'^ o r UJ y J W O CL �OZ U � REVISION BLOCK NO. DA T DESCRIP77ON BY -���1l�. y M I DD X 14 7 1 -22 -14 PER CITY MARK -UP GJM - Q' 'oF WASy' 4 :�4.R� a oz . It FD 2 3 -19 -14 PER CITY MARK -UP GJM j 3 5 -:6 -14 PER CITY MARK -UP GJM i R4 STANDARD SPECIFICATIONS DESIGN DETAIL, WORKMANSHIP, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", THE "APWA M v AMENDMENTS TO DIVISION ONE ", AND THE "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL (1, CCITT CONSTRUCTION ", ALL WRITTEN AND PROMULGATED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, EXCEPT WHERE THESE STANDARDS PROVIDE OTHERWISE. rw THE FOLLOWING SPECIFICATIONS SHALL BE APPLICABLE WHEN PERTINENT, WHEN SPECIFICALLY CITED IN THE r' STANDARDS, OR WHEN REQUIRED BY A HIGHER FUNDING AUTHORITY, v :or« - 'n \ A. CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF YELM'S WATER Or .. SYSTEM PLAN. Cd COLLECTOR ROADS PROMULGATED BY THE CITY ENGINEERS ASSOCIATION OF WASHINGTON, MAY 24, 1989. R CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF YELM'S COMPREHENSIVE SANITARY SEWER PLAN. ` L CONDI N TT SAND STANDARDS DS AS SET FORM IN THE WSOOT DESIGN MANUAL AS AMENDED AND APPROVED C CONDITIONS AN D COMPREHENSIVE PLAN. N NOARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF HELM'S . D. RULES AND REGULATIONS AS ADOPTED IN THE HELM MUNICIPAL CODE. E. CONDITIONS AND STANDARDS AS SET FORTH IN THE THURSTON COUNTY COORDINATED WATER M v PLAN, JANUARY 7986. SYSTEM (1, CCITT - -- E AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) A POLICY GEOMETRIC DESIGN OF HIGHWAYS AND STREETS LA Y ffST EDITION. MORE COMMONLY KNOWN AS THE "AASHTO KNOW A rw GREEN BOOK" 'uem..r G. CRITERIA SET FORTH IN THE LOCAL AGENCY GUIDELINES AS AMENDED AND APPROVED BY WASHINGTON O� STATE DEPARTMENT OF TRANSPORTATION. �— —�, H. CITY AND COUNTY DESIGN STANDARDS FOR THE CONSTRUCTION OF URBAN AND RURAL ARTERIAL AND Cd COLLECTOR ROADS PROMULGATED BY THE CITY ENGINEERS ASSOCIATION OF WASHINGTON, MAY 24, 1989. 'T L CONDI N TT SAND STANDARDS DS AS SET FORM IN THE WSOOT DESIGN MANUAL AS AMENDED AND APPROVED BY wsooT I J U.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTED), AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, K. DOT CONSTRUCTION MANUAL AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. L. RULES AND REGULATIONS OF THE STATE BOARD OF HEALTH REGARDING PUBLIC WATER SUPPLIES, AS PUBLISHED BY THE STATE DEPARTMENT OF HEALTH. M. CONDITIONS AND STANDARDS AS SET FORTH IN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY "CRITERIA Pon aEWAGE WORKS DESIGN, MOST CURRENT EDITION. N. CONDITIONS AND STANDARDS AS SET FORTH BY THE STATE OF WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES. 0. DESIGN CRITERIA OF FEDERAL AGENCIES INCLUDING DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT AND THE FEDERAL HOUSING ADMINISTRATION. IJLT FILLEW FULL 11110K LEY OF C 11 IF.. P. OTHER SPECIFICATIONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY THE CITY OF YELM. �F ?Y'IPC c -- t �i _ F__ - GNIP AC, I [.1ECPl,DL, 'ft rTlY LI41- ---� FI IILU FiOB',L IIOL CI IiV1EP,, Pr, TRT, _ <a fL -_I EC IFITY_ N ITTI ITYPILL PLIP01 . —r'-. n C S _.',N 1 u6aJIE _i ICE H I I[ I P M1LaRI If � o-lE �rps — I hIFI9l ,, it- IF. FfIi IIIfpS VFJFL LP= II r III 1 � , �\ I%]! IaHLLf E OTT,; r T w,1T Ip 'ON11- - _ YE t Y­' `\ r T I m IT llr LxF Ic ou DIN F rL I Ir.le J co'rEP � IT RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. .a c• �, — r— � w� c� coh d� M v (1, CCITT - -- ' ELL S GJ V GJ e� V, Cn O� a.ELE mre �— —�, Cd U Q QQ J J O N �: crMvI \� 01 YEL noren a mIIJ- Ar Pl,O ItNT 11 I A, Tv I k, NIG:r' prpEC IJLT FILLEW FULL 11110K LEY OF C 11 IF.. IF :JII .P',.L Ib I'll 1, 1 ;ilIFEx BEEGkE P.l.` IJt IL TTL OF I[ h t' H a .' nL P F, I", I., 'F_ o nx '; I D1IlTYl 'COP,_ PIIPLIL NLPI: C__ M.PF ':iAll RE MIL11 "LOG TITER I iCAL, T (_ �I i I r �. 10 F1 F E 4 'i"i" P HF'1 BE B-Ln ill Gimp FIG O IIfi IF R., Tr1 r101 bl ill, b TI LD nl..' LDFIYJFO, L Y T E I RP lP FLI E t'EI S III, INC Ij LILT, 61 .e,TEP. LEYI, L EAW1 -L I'll [ BY DI.. ILEP ' 1 [IF VTOR LAII �I. 1 c tw - rD DEAL RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. .a c• �, — r— � w� namoteal in . ED mLa v� r PC p Ot FLY O �. LF im «rn,.�& ~ sauvae 1 ..r+'1tl C^K rc^1'ts'.J1 e.wv. 1 I ', STANDARD NOTE' e,HT m NPR,,, Bu SM -ButI ag : l Irm.w oamrm ge:3>gal. c� coh d� M v W v MT ELL S GJ V GJ e� V, Cn O� a.ELE mre Cd U Q QQ J J O N �: crMvI \� 01 namoteal in . ED mLa v� r PC p Ot FLY O �. LF im «rn,.�& ~ sauvae 1 ..r+'1tl C^K rc^1'ts'.J1 e.wv. 1 I ', STANDARD NOTE' e,HT m NPR,,, Bu SM -ButI ag : l Irm.w oamrm ge:3>gal. Plncesealma pained AquaeWid aaa hadsronxan nams see . Planro anal ymmonnemn 123/1 OMAR coupling 4ntr nC ang Stub but I.immoturer. DUMP NO WASTE p 3 1/2„ NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. CATCH BASIN STENCIL Fill 2.00% 2.00% 7 6' 2 "MIN. COMPACTED DEPTH CL "B" ASPHALT CONE. PAVEMENT. 2 "MIN. COMPACTED DEPTH CRUSHED SURFACING (518" MINUS). CL "B" BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. T. S. Manhole Frame and - Cover by Margin lrer. (See Mall) NN Swirl Baffles Plan View bill iebell Ee Phic arwound earse 12e 6tl(B) in nM-al i areas maintenance InaMatenl lndbq Ey malnl8nnnn veM1lrles. Un< MFanita Framae COVwp10, '°mw.xwrm. Far xm T Mess INN NOTE: CALL 1-800-424-5555 BEFORE YOU DIG. m� Aqua-Swirl Concentrator Model AS -2 CFD Standard Detail PROdl i FE, B,' ' I ,,c , ,2 A `?7- Rim elevations to nlaxh finishl grade. HDPE tlsers ran be Fred rut by Contactor. TYPICAL BUILDING INFILTRATION TRENCH, INSTALL 6'W X 4'D INFILTRATION WASHED ROCK SPEonwi TRENCH W /6" PERF. PIPE ®5 = 0.09, AND' ONS FILLED WITH WASHED ROC K. SE E DETAIL 100% PASSING NG 6 SIEVE BELOW. TO BE INSTALLED AT TIME OF 80 -700% PASSING 4" SIEVE IBUILDING CONSTRUCTION. 0 -107 PASSING 1.5" SIEVE 0 -2% PASSING I" SIEVE D.S. (TYP.)7 I—CL EANOUT 0 -1% PASSING #200 SIEVE BUILDING INSTALL TEMPORARY MIRAFT SILT FENCE 6" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. _ 6' _I ",PCROUNO PROFILE GUTTER DEBRIS _ WWASHED '" 0 PERF. PIPE S =0.0% 4 WRAP ENTIRE TRENCH WITH BUILDING FILTER FABRIC (GEOTEX 801 L OR APPROVED EQUAL). DOWNSPOUT ROCK SECTION 10' MIN. — ^APMT. BLDG. "A " =20'- APMT. BLDG. "B' -25' E a 4 I L GROUND PROFILE 8" 0 PERFORATED 6' PIPE 17 C —� CLEANOU7 PIPE ®5 =0.09, SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. WASHED ROCK NOTE' TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, CARSON TYPICAL INFILTRATION AND assocTArss TRENCH FOR APARTMENT BUILDINGS 4401 South 66- Street mre 07.29.03 N TS. 'ARSON Tacoma, Washington 98409 n¢ xwr STANDARD NO. 240 253 474 -3404 r: \onuls\ sox \zoosTanw \aa.owc - F-314" RADIUS 2.0% Ur I CONCRETE SIDEWALK DETAIL s.e 10= xau[ 04.0401 N T.S. 17LEL ANDARD NO. 115 APPROVED FOR CONSTRUCTION BY: _ ___DATE: Director of PBWaC W irks APPROVAL EXPIRES: I.IIMM R .WM T EU R Pd TIN . NuJ . CHE l APP ITT I IMA 11 1 r iL, - aT II F1li �r,. -ALT IV Ia II F;Frlilil � errs � -n LI — 111141N JCOOL LE ',III 1 F1 M T ITIBRID, 11BI VPIYFYFFECI I CDPATLF o R„ LFYL u "I IF m L r Irr, l".U1111 Full I tt IA I r LD T F L L \ nl, P 1111r r CT TIC, iLll PE R' ,s IIILIT r F bT"EEI- m eo IS "E 't, I .. I Ir _l41 I fL B I Fn II r .Fti- iT L RELL T f L T.LL RI I f? f D T'0L III LE jr, <RL 1a NF 1011IHT I JLRFT 11 r II 4TI ,hr All nr Dt r FIT I'l it II L I` RV n r I I A 5 .111 EN DEC, B, F.1 I'] T 14 1 r 1 -.I ..T Fill T nA21: ; Lri t I1 IF HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTUNED 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 3'W X 3'D X 20'L DISPERSAL TRENCH W /6" PERF. PIPE ® S = 0.07 AND FILLED WITH WASHED ROCK SEE DETAIL WASHED ROCK SPECIFICATIONS BELOW TYPICAL ALL LOTS. TO BE 100% PASSING 6" SIEVE INSTALLED AT TIME OF BUILDING 80 -1009 PASSING 4" SIEVE CONSTRUCTION. (SIZED FOR 2,500 S. 1.) 0 -107 PASSING 1.5" SIEVE D.S. (TYP.) �CLEANOUT 0-27 PASSING 1" SIEVE 0 -1% PASSING #200 SIEVE TYPICAL I° N I TOME _� INSTALL TEMPORARY MIRAFI SILT /ENCL 4" A.D.S.- DOWNHILL SIDE OF BUILDING CONSTRUCTION 'TRIO TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 015 MIN GROUND PROFILE - vruItg1E CIF /yl/ GUTTER DEBRIS �sr.REFN W1.25' 0 PERF. PIPE S -0.0% 3 WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BU)LOING OR APPROVED EQUAL). DOWNSPOUT -' - AHED ROCK SECTION- 10' MIN - 20' con �_.. 3' — GROUND PROFILE L -' I- J 6" m PERFORATED 4" PIPE CLEANOUT PIPE ®5 =0.09" SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, Intl & AND ASSOCIATES TYPICAL TRENCHFOR A PARKING GARAGE 4401 South 66u Street al UT29.03 `N.T& CARSON Taroma, Washington 98409 nLrs STANDARD NO. 240 253 474 -3404 \aLTULS\uasaxUnsosu\zw.uw Q 8115 L Lj II Q Vl F. R 1Y C L T. j t" S W v 5 C7 C7 O F, � 5 U Y C1 n a W a S X C) Ci U JEI c; ul a � rI U ILI 41 ro HE ,I C \V :D C) m BY ELF In >ELF 2 ONE c� coh d� M v W v MT ELL S GJ V GJ e� V, Cn O� Cd U Q QQ J J O N �: crMvI \� 01 noren n.r Plncesealma pained AquaeWid aaa hadsronxan nams see . Planro anal ymmonnemn 123/1 OMAR coupling 4ntr nC ang Stub but I.immoturer. DUMP NO WASTE p 3 1/2„ NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. CATCH BASIN STENCIL Fill 2.00% 2.00% 7 6' 2 "MIN. COMPACTED DEPTH CL "B" ASPHALT CONE. PAVEMENT. 2 "MIN. COMPACTED DEPTH CRUSHED SURFACING (518" MINUS). CL "B" BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. T. S. Manhole Frame and - Cover by Margin lrer. (See Mall) NN Swirl Baffles Plan View bill iebell Ee Phic arwound earse 12e 6tl(B) in nM-al i areas maintenance InaMatenl lndbq Ey malnl8nnnn veM1lrles. Un< MFanita Framae COVwp10, '°mw.xwrm. Far xm T Mess INN NOTE: CALL 1-800-424-5555 BEFORE YOU DIG. m� Aqua-Swirl Concentrator Model AS -2 CFD Standard Detail PROdl i FE, B,' ' I ,,c , ,2 A `?7- Rim elevations to nlaxh finishl grade. HDPE tlsers ran be Fred rut by Contactor. TYPICAL BUILDING INFILTRATION TRENCH, INSTALL 6'W X 4'D INFILTRATION WASHED ROCK SPEonwi TRENCH W /6" PERF. PIPE ®5 = 0.09, AND' ONS FILLED WITH WASHED ROC K. SE E DETAIL 100% PASSING NG 6 SIEVE BELOW. TO BE INSTALLED AT TIME OF 80 -700% PASSING 4" SIEVE IBUILDING CONSTRUCTION. 0 -107 PASSING 1.5" SIEVE 0 -2% PASSING I" SIEVE D.S. (TYP.)7 I—CL EANOUT 0 -1% PASSING #200 SIEVE BUILDING INSTALL TEMPORARY MIRAFT SILT FENCE 6" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. _ 6' _I ",PCROUNO PROFILE GUTTER DEBRIS _ WWASHED '" 0 PERF. PIPE S =0.0% 4 WRAP ENTIRE TRENCH WITH BUILDING FILTER FABRIC (GEOTEX 801 L OR APPROVED EQUAL). DOWNSPOUT ROCK SECTION 10' MIN. — ^APMT. BLDG. "A " =20'- APMT. BLDG. "B' -25' E a 4 I L GROUND PROFILE 8" 0 PERFORATED 6' PIPE 17 C —� CLEANOU7 PIPE ®5 =0.09, SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. WASHED ROCK NOTE' TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, CARSON TYPICAL INFILTRATION AND assocTArss TRENCH FOR APARTMENT BUILDINGS 4401 South 66- Street mre 07.29.03 N TS. 'ARSON Tacoma, Washington 98409 n¢ xwr STANDARD NO. 240 253 474 -3404 r: \onuls\ sox \zoosTanw \aa.owc - F-314" RADIUS 2.0% Ur I CONCRETE SIDEWALK DETAIL s.e 10= xau[ 04.0401 N T.S. 17LEL ANDARD NO. 115 APPROVED FOR CONSTRUCTION BY: _ ___DATE: Director of PBWaC W irks APPROVAL EXPIRES: I.IIMM R .WM T EU R Pd TIN . NuJ . CHE l APP ITT I IMA 11 1 r iL, - aT II F1li �r,. -ALT IV Ia II F;Frlilil � errs � -n LI — 111141N JCOOL LE ',III 1 F1 M T ITIBRID, 11BI VPIYFYFFECI I CDPATLF o R„ LFYL u "I IF m L r Irr, l".U1111 Full I tt IA I r LD T F L L \ nl, P 1111r r CT TIC, iLll PE R' ,s IIILIT r F bT"EEI- m eo IS "E 't, I .. I Ir _l41 I fL B I Fn II r .Fti- iT L RELL T f L T.LL RI I f? f D T'0L III LE jr, <RL 1a NF 1011IHT I JLRFT 11 r II 4TI ,hr All nr Dt r FIT I'l it II L I` RV n r I I A 5 .111 EN DEC, B, F.1 I'] T 14 1 r 1 -.I ..T Fill T nA21: ; Lri t I1 IF HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTUNED 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 3'W X 3'D X 20'L DISPERSAL TRENCH W /6" PERF. PIPE ® S = 0.07 AND FILLED WITH WASHED ROCK SEE DETAIL WASHED ROCK SPECIFICATIONS BELOW TYPICAL ALL LOTS. TO BE 100% PASSING 6" SIEVE INSTALLED AT TIME OF BUILDING 80 -1009 PASSING 4" SIEVE CONSTRUCTION. (SIZED FOR 2,500 S. 1.) 0 -107 PASSING 1.5" SIEVE D.S. (TYP.) �CLEANOUT 0-27 PASSING 1" SIEVE 0 -1% PASSING #200 SIEVE TYPICAL I° N I TOME _� INSTALL TEMPORARY MIRAFI SILT /ENCL 4" A.D.S.- DOWNHILL SIDE OF BUILDING CONSTRUCTION 'TRIO TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 015 MIN GROUND PROFILE - vruItg1E CIF /yl/ GUTTER DEBRIS �sr.REFN W1.25' 0 PERF. PIPE S -0.0% 3 WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BU)LOING OR APPROVED EQUAL). DOWNSPOUT -' - AHED ROCK SECTION- 10' MIN - 20' con �_.. 3' — GROUND PROFILE L -' I- J 6" m PERFORATED 4" PIPE CLEANOUT PIPE ®5 =0.09" SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, Intl & AND ASSOCIATES TYPICAL TRENCHFOR A PARKING GARAGE 4401 South 66u Street al UT29.03 `N.T& CARSON Taroma, Washington 98409 nLrs STANDARD NO. 240 253 474 -3404 \aLTULS\uasaxUnsosu\zw.uw Q 8115 L Lj II Q Vl F. R 1Y C L T. j t" S W v 5 C7 C7 O F, � 5 U Y C1 n a W a S X C) Ci U JEI c; ul a � rI U ILI 41 ro HE ,I C \V :D C) m BY ELF In >ELF 2 ONE Cn Z _U V Lt CIL (d n Or v / V J Q of REVISION BLOCK N0. DATE DESCRIPTION BY y 1 1 -22 -14 PER CITY MARK -UP GJM J�'0F WAS 0I aW 0s �� DATE IN 2 3 -19 -14 PER CITY MARK -UP GJM U Fx 1 4 -10 - EXTRUDED CONCRETE CURB DETAIIL 3 5- 6 -14 PER CITY MARK -UP GJM a- 1 °- -14 ne+sm w,E 04.04,01 N.TS LARSON ._,I� m - S DRAWING N( 009 nlr wzz1 1 STANDARD NO. 112 'ySTO ENG \�.� RS1 e1155A$e :\oeTULa\wwx\Ians"BuRri Iaaw —_ IDEE T. S_ OF c� coh d� M v W v MT ELL S GJ V GJ e� V, Cn O� Cd U Q QQ J J O N �: crMvI \� 01 Cn Z _U V Lt CIL (d n Or v / V J Q of REVISION BLOCK N0. DATE DESCRIPTION BY y 1 1 -22 -14 PER CITY MARK -UP GJM J�'0F WAS 0I aW 0s �� DATE IN 2 3 -19 -14 PER CITY MARK -UP GJM U Fx 1 4 -10 - EXTRUDED CONCRETE CURB DETAIIL 3 5- 6 -14 PER CITY MARK -UP GJM a- 1 °- -14 ne+sm w,E 04.04,01 N.TS LARSON ._,I� m - S DRAWING N( 009 nlr wzz1 1 STANDARD NO. 112 'ySTO ENG \�.� RS1 e1155A$e :\oeTULa\wwx\Ians"BuRri Iaaw —_ IDEE T. S_ OF HDIH7A1111 FOP OC PATH ADJ FIPIISH / 'PAUE. 4 "OLI' LLf C as_pki ALT it 1 RUE RJFE TO DRANN — FINI>H (FALL 111 TOP OTIFF-, WGSLH -LLII NILE ORS Gor1-nrl ulidIFLT_ RL1'VINI ' ()I I N IUUeI HEY[ICIDF "'HrVLI r IH SS;_ IIOPJ IJOT TCI SCA' I MAINFAIN TUP OF P /;IH ABO',F ADO FIMf H GRADF. d 1N6Lk — 1 /4 IM t I IIT , F ?lP >I IcJ ]PE TO DKAIN! M mil +edl1 `L. F _ a =1 II �I III��I VIII .' FII, H ( 11.E riU1H I Tt 01 NTII F UP -'P A WTI I 21I_ nE I I1 HE E NI('IDF. �OMf Af,T IIF SRIIDF rVIF IL At CITY OF 1'EI If DEPT.- '1F PUFLIQ Vu RI PEL)FS)TRI TI P/\1 I J LSD iJ �'J b TF L N TFI IFL I J, J I:I 111 ILL- gFFPC F NL. lla {LL9FJ I'I V111hll AN A bN'L III 11 I ) RL) R- - - VIL III AP AL N IFS I'll nIIWOtD 84 ✓UB11( 4 hl'= DI2F4TON C4IC OF tIbd T,rI nrn 1.- ..lc ?i -_ fRErAS(<QK ATMII9IW5 SFOIC® AITO 9NM 5 ON1P5TER EN(1Q9URE AdPaTFR I CA0.G , CA40DAWD I rSf ravxraEn Rut , YI/ B>!llMfis, GIFT 1' L- - -___I t___ -� — 1 IT I F. IT 1F II Oh T L P"Flr,JS FC HIT LL FL PP f0 RE F.T lI IECTII 'IS 0 THL DF VFITPM T II FIINIF F)F rf`FUITI0IL= IIJ C L nTN IJ l l T IRN' TRAINAfl . l ^I l 1 I, MIC Al N I II E IUHI, Lj_ It 6' TALL PERIMETER SOLID BOARD FENCING AROUND TRASH ENCLOSURE `\ DRIIt A°.3YKLT ftR GWE � —B0.T RR GATE DI �' �� mQl lUSlR014 TYP. t DUMPSTER PLAN SCALE, x` C�P•ce� ���� � wk2i�E� oc ssw.rLart PtwRPP�L¢ w.F>TE2=Al— �WIX'ID olz PP-CN2 c�C cURE��— SzPE1 ->, 00 OF EIJG- OSC.Rr' 02 C�pITES, Cl l l I)F LF I III 1� 1 T_iiF II) P I ( 1)�1 �J_lL II,1T APFRC FC T_ LA, IIr„ � F Ft. UNIT .FU. -" 1 D1TE JO RI VER RUN APAF)TME/VTS NE 114, SE 114, SEC24, TWN.17 N., RING 1 E, W.M. x " PLAN NEW y j TYPE SINGLE DIRECTpNA o• ­R17.1 "° a „UPE x E Tx Uxc N L SEE aT.ao.P IG xo AE e p p 11. MADWENN .P L o H_ IIINXIL E `x`"orF. _RO.ow.. I ame e,..=m. A LaPaP.PR •� c _a.Fa,.«GAPpxwFla,: ImaP.MO SINNEAiw secnaN O SECTION OoIN° 7 v ORm b:..X.IMmtl:m DAN. 0 O MDE S SIDE 7 a. The rm.amnScaed aa,:ma.Eeu be alrex.a w Nl,bNNMVU:p me.N Ambe SAC I I F. IT 1F II Oh T L P"Flr,JS FC HIT LL FL PP f0 RE F.T lI IECTII 'IS 0 THL DF VFITPM T II FIINIF F)F rf`FUITI0IL= IIJ C L nTN IJ l l T IRN' TRAINAfl . l ^I l 1 I, MIC Al N I II E IUHI, Lj_ It 6' TALL PERIMETER SOLID BOARD FENCING AROUND TRASH ENCLOSURE `\ DRIIt A°.3YKLT ftR GWE � —B0.T RR GATE DI �' �� mQl lUSlR014 TYP. t DUMPSTER PLAN SCALE, x` C�P•ce� ���� � wk2i�E� oc ssw.rLart PtwRPP�L¢ w.F>TE2=Al— �WIX'ID olz PP-CN2 c�C cURE��— SzPE1 ->, 00 OF EIJG- OSC.Rr' 02 C�pITES, Cl l l I)F LF I III 1� 1 T_iiF II) P I ( 1)�1 �J_lL II,1T APFRC FC T_ LA, IIr„ � F Ft. UNIT .FU. -" 1 D1TE JO RI VER RUN APAF)TME/VTS NE 114, SE 114, SEC24, TWN.17 N., RING 1 E, W.M. PLAN NEW IYPE SPIRIE..I.NB PI nla It e be NOT asm wMm Pea A ONSESS, m one Pmabn S ml z. c0osswmwiw «°o: noaNwl`:e me, cm°, Fe mmmaa,m®lae th" DAP 3 EINESN"Ne MF eapunl IN._ don ®s1:eYmry:yn of Ne Omfa LmeX a...SS aoapNeemNjaxcnoxe°xes.aosssnovxlsar°mar.111.- snmsIxnmlalS,=xmSo oro,: Sewn m ma.It m mp°rblraM. 5. See INS ent Amm. F-10.10 br Cure L.N SHIP Gup x Popm¢MGUN ana caner axe meme Tax CNN ONSENS. 6. See wneeclplaI. IS .,I -A damw nxnl lX he A.. -.we Ce00v. r. rna ea l4m'Cemem Can=I.Ie roNNemPTry HShe.He valvmnl CONS ceA ana G..... DepreacW CUrE auJ GUINU.PWasbd ":em EAENANX. AT Na Seed. Seen 9.1the tle¢ure Egn. 0 "TN - �gqSMlbewae�eurp,pe ahPo lnaeMN wnenemnrpPe'aM1"g0'Em abpolMEx.W NIPoaI [e enn las /x.bbl"'Im brgln. tll.nnMq CuTm:rya ana lnp nOS Sl:vl rxalve Emomfmol:. SM1MVe3paMU1bm 014 10. Phone -x cv'nrrn'r'.e, S.-HE1Bn a iumumnd evnaamN INISiaSIAN1nomn x " PLAN NEW y j TYPE SINGLE DIRECTpNA o• ­R17.1 "° a „UPE x E Tx Uxc N L SEE aT.ao.P IG xo AE e p p 11. MADWENN .P L o H_ IIINXIL E `x`"orF. _RO.ow.. NEE ame e,..=m. A LaPaP.PR •� c _a.Fa,.«GAPpxwFla,: ImaP.MO SINNEAiw secnaN O PLAN NEW IYPE SPIRIE..I.NB PI nla It e be NOT asm wMm Pea A ONSESS, m one Pmabn S ml z. c0osswmwiw «°o: noaNwl`:e me, cm°, Fe mmmaa,m®lae th" DAP 3 EINESN"Ne MF eapunl IN._ don ®s1:eYmry:yn of Ne Omfa LmeX a...SS aoapNeemNjaxcnoxe°xes.aosssnovxlsar°mar.111.- snmsIxnmlalS,=xmSo oro,: Sewn m ma.It m mp°rblraM. 5. See INS ent Amm. F-10.10 br Cure L.N SHIP Gup x Popm¢MGUN ana caner axe meme Tax CNN ONSENS. 6. See wneeclplaI. IS .,I -A damw nxnl lX he A.. -.we Ce00v. r. rna ea l4m'Cemem Can=I.Ie roNNemPTry HShe.He valvmnl CONS ceA ana G..... DepreacW CUrE auJ GUINU.PWasbd ":em EAENANX. AT Na Seed. Seen 9.1the tle¢ure Egn. 0 "TN - �gqSMlbewae�eurp,pe ahPo lnaeMN wnenemnrpPe'aM1"g0'Em abpolMEx.W NIPoaI [e enn las /x.bbl"'Im brgln. tll.nnMq CuTm:rya ana lnp nOS Sl:vl rxalve Emomfmol:. SM1MVe3paMU1bm 014 10. Phone -x cv'nrrn'r'.e, S.-HE1Bn a iumumnd evnaamN INISiaSIAN1nomn IFFINEDWELENDEANING PEDDIN DDDE xD.aoeuaF+.lp SINGLE DIRECTION I H- SEENUTS. CURB RAMP Ar SHE ISOMETRIC NEW ISOMETRIC NEW SIDI TYPE SINGLE BMECMNA O TYPE SINGLE ONmCRG.0 DETAIL D PAY LIMIE PAYLIMB A NO S 1 TI. 3.1lomme W 3 ISTED. MWB)sne enmMlne mYMM OIMe c e o• ­R17.1 "° a „UPE x E Tx Uxc N SEE.° e p p 11. L o H_ E oI UPwc SOT e ame e,..=m. A ImaP.MO SINNEAiw a The beve I Net awn -mnms M."-I m be".valMar. AS SECTION OoIN° IFFINEDWELENDEANING PEDDIN DDDE xD.aoeuaF+.lp SINGLE DIRECTION I H- SEENUTS. CURB RAMP Ar SHE ISOMETRIC NEW ISOMETRIC NEW SIDI TYPE SINGLE BMECMNA O TYPE SINGLE ONmCRG.0 DETAIL D PAY LIMIE PAYLIMB A NO S 1 TI. 3.1lomme W 3 ISTED. MWB)sne enmMlne mYMM OIMe m ' wuxW ..IS xwn MJ • ENSION.D. S O SINGLE DIRECTION CHAD RMIP NR I" PuxE :. F,.wE : Mm. E eR ercS YeAOa IS ) S LAxOIx `(sEEcxROTE e) °F VUPa- ' ONE AAx xF rvoRz U SEE NONE BSI_ Ixm w. A PERPEHDICUry RCU11D RAMPC1Ox NOR, 1. wmA Tixw�v OR 028) , IAANO CUT- 11TR0UGN • 1 C WIDTH OF "HE Ac[NrvvEla SASES t UNECTENLEWA DENG \��f E- MEDIAN CUT-THROUGH SING LEDEASSIONWRDRAND G' a,1 �oR y w n,Ea. uheab'_I, SHOWN HINN SEE No. PEDESTRIAN RAILROAD CROSSING DAP: °F PeHIORY ROUNDABOUT SPATTER ISLAND behe"I —At- PLACEMENT GUIDELINES SHARED -0SE PAM CONNECTION DETECTABLE WARNING SURFACE mexoxpRM EEF w a.cT A a EELGTnHANNIONTO,p A PS_ LU Proetlne DAPS in Clllb Remproreeol mvrFeot xn be I wmaswvN. ESSO wTR), L RS" e Curb p waNa/MV sr Jebf P• "= Eo =m -wax. o-as anTwPmlm cTPba<I wT.. c EE em.Xmw.eT mpTwo ma=pm.artam dexxaneim wan pP d G pJ tlon OOnm Mmssfaaa's ar OOnepW:m S. P:wODU B O[w..n Lvn aym M1a IN CUNRemp PVmpw 4 EoEw n m t�n - Rea.sm aMNmranan x "- CURP.°°TWR f- IOf/Mc NcHE e GNNESS, epm- ec"NSPa GUNtoole SEECSTRAC Pea o Cu2J kcaRSx°aP OFLWFHILIG E 5. Sees naaaPl F4QAO or Cemsnl canaee SaeweN NESSGwErlFCUx SEE nnxDARUFUxFailo soot M mrwlcneaa dammemm.amweaFACEOF LURS.wTRR S TM Sq II C n furcmm LON Ramp iWa 'aO Olntluae LEOARMHO R uN nS alx CN, CSIb eMG Xer Depm¢sMC3enaGUtlu PWVaa O asun Cab, Or 6labweNc MDW T pep LGN Pemp mvlmumranning sbPoSnell nvbMy Nb VS mmp ENOln ttPE PAMAFLA ° SEE.TAGNISEUxE 1YPE PAMLLFIO mxa lSMllvevvlaM -Fq mesbpe M avfialml�w.%mnnxWq MAN ui SmNMmmV:n lib. °.: n¢4¢ Tae wPo„'w`lexelh. laemxxmpaapa ,luci E B. Omb The :p, WA p, Fp:eaNW m -1. nrmm vnsn. See SYndN SAARNI retl s 14 1 - S. Pee c N rSe mMeanma alOaxn.anemo MtHWmlT:e F.Sthe NOW ROADEANY Rvrro eti nG :lSI OeN."Ne.— I.eeH.Sebe:�mMCST cEM cuaa .. xnRe '� SECTONO MODEST'S Pux nely -S NO,Ea :wmcT IN SEE x°reT OrngwT EESxmEa .NNESAN PnnENPEU RncES IEGFNO SL°a[xLITxER OwECmN .NAX I SEN. Gx MAN_ _'be _ CUR.R LNx .EE NRB aE �:A"_M"` MAx. SEDE.IRNNfL . 0 ENpwxSONronTGVP.- Num_ n''o qNG Sxnnv .EE.TAxowo.Lwu E.nleSECTON OC N.x SECTION Q PARALLEL CURB RAMP "4113 iNS-`mom` ME. ISOMETRIC NEW ttPEPAMLLELAPAYMMR ttPE PAMLLEL B PAY LWR NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. `mil „�C TAY'S' Y ICY " 7a ?I ' Ct. r ' ^1? " , 7 ,fir PP 1 . R, r!e .)tr " \r. _E" APPROVED FOR CONSTRUCTION BY: DATE: DioRtor of Public Woks APPROVAL EXPIRES: y9 {�y 5 f l l 4lbboxesEcor1 I. E TER PeR WHEN c°Pe¢°DTrml Drat I DETAII N07S 1. See ".I,HOSC PlenrlorNSEOnsolcnarwalX mnlealwa Se ITINENwar LL u:a I.—A`,a E alp ° I.nm »mama S. 11 111 pwgndE- SNVmxM"O1tl wa.. 41eb .r ..,E ao-:vsti •h -G r,t ,A n w.. - .., x,r T_ P' 4 me C_J cR DATE I f- ID 1 -_1 16 3p I 1T l/F 111 1 _ I _ I '5. REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1- -22 -14 PER CITY MARK -UP Gild 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM CROSSWALK LAYOUT rTSHl_lhaY;. _v _R' ir°..L k ..Y.,r' 1 C, 1 ) e 62ND F, FT TO A (CELL I INFLOW 3C 1 h A T FAI (ti00 T 21 t 2911 = I •vn raa {r9wn nlr xn..c.G 114' RS2 'O8 NUMHIH s,15 W 1 Q IT u 'Y ti > tr= 2 QD L, (C O � j W Y 7 O r_l G O V) y V Z L> Q � Ip V� Q o) W m W3 Z � � O U(Y Q V 2 C� I V n TF Unafi V � N l d- T a C Jm y U Z TO cm Z O r_ Ll U 1L 1 rO v J W Q) NA (E 4 -10 -14 DRAWING NI 8115BASIL SHEET 10 0Fz c e eN mpl w ISIN 1 eS lexa.:p. e p p 11. L o oI UPwc SOT e ame e,..=m. A a The beve I Net awn -mnms M."-I m be".valMar. AS 7 v ORm b:..X.IMmtl:m DAN. 0 O MDE S SIDE 7 a. The rm.amnScaed aa,:ma.Eeu be alrex.a w Nl,bNNMVU:p me.N Ambe SAC I IGIWrs a anxumml4mvN. EECnON O E b 5. 1 IT e.g ern VV nr home- epemmnnmCM, OWNSFm 9 9. s- sMxaa.a MalawaaewaX a N pa e. MWVOf 9cPiwE a axa.wDaTER r r' ImwmrmmnErpmlroa le vn bn Dl nm De4clebbwmmbg 5m :lam Tau ulE➢IXWE SP..c ns M rµDrvc wrmxwan EP r m -mmr Mee,nvm Ol41=,andwpbe Nnlpatre0 N vµ, T W m Nm No L ¢ofF D DETECTABLE WARNING B BURFAGEDEEALL N Lry ­RN N hoxmNam M ..IS xwn MJ • ENSION.D. S O SINGLE DIRECTION CHAD RMIP NR I" PuxE :. F,.wE : Mm. E eR ercS YeAOa IS ) S LAxOIx `(sEEcxROTE e) °F VUPa- ' ONE AAx xF rvoRz U SEE NONE BSI_ Ixm w. A PERPEHDICUry RCU11D RAMPC1Ox NOR, 1. wmA Tixw�v OR 028) , IAANO CUT- 11TR0UGN • 1 C WIDTH OF "HE Ac[NrvvEla SASES t UNECTENLEWA DENG \��f E- MEDIAN CUT-THROUGH SING LEDEASSIONWRDRAND G' a,1 �oR y w n,Ea. uheab'_I, SHOWN HINN SEE No. PEDESTRIAN RAILROAD CROSSING DAP: °F PeHIORY ROUNDABOUT SPATTER ISLAND behe"I —At- PLACEMENT GUIDELINES SHARED -0SE PAM CONNECTION DETECTABLE WARNING SURFACE mexoxpRM EEF w a.cT A a EELGTnHANNIONTO,p A PS_ LU Proetlne DAPS in Clllb Remproreeol mvrFeot xn be I wmaswvN. ESSO wTR), L RS" e Curb p waNa/MV sr Jebf P• "= Eo =m -wax. o-as anTwPmlm cTPba<I wT.. c EE em.Xmw.eT mpTwo ma=pm.artam dexxaneim wan pP d G pJ tlon OOnm Mmssfaaa's ar OOnepW:m S. P:wODU B O[w..n Lvn aym M1a IN CUNRemp PVmpw 4 EoEw n m t�n - Rea.sm aMNmranan x "- CURP.°°TWR f- IOf/Mc NcHE e GNNESS, epm- ec"NSPa GUNtoole SEECSTRAC Pea o Cu2J kcaRSx°aP OFLWFHILIG E 5. Sees naaaPl F4QAO or Cemsnl canaee SaeweN NESSGwErlFCUx SEE nnxDARUFUxFailo soot M mrwlcneaa dammemm.amweaFACEOF LURS.wTRR S TM Sq II C n furcmm LON Ramp iWa 'aO Olntluae LEOARMHO R uN nS alx CN, CSIb eMG Xer Depm¢sMC3enaGUtlu PWVaa O asun Cab, Or 6labweNc MDW T pep LGN Pemp mvlmumranning sbPoSnell nvbMy Nb VS mmp ENOln ttPE PAMAFLA ° SEE.TAGNISEUxE 1YPE PAMLLFIO mxa lSMllvevvlaM -Fq mesbpe M avfialml�w.%mnnxWq MAN ui SmNMmmV:n lib. °.: n¢4¢ Tae wPo„'w`lexelh. laemxxmpaapa ,luci E B. Omb The :p, WA p, Fp:eaNW m -1. nrmm vnsn. See SYndN SAARNI retl s 14 1 - S. Pee c N rSe mMeanma alOaxn.anemo MtHWmlT:e F.Sthe NOW ROADEANY Rvrro eti nG :lSI OeN."Ne.— I.eeH.Sebe:�mMCST cEM cuaa .. xnRe '� SECTONO MODEST'S Pux nely -S NO,Ea :wmcT IN SEE x°reT OrngwT EESxmEa .NNESAN PnnENPEU RncES IEGFNO SL°a[xLITxER OwECmN .NAX I SEN. Gx MAN_ _'be _ CUR.R LNx .EE NRB aE �:A"_M"` MAx. SEDE.IRNNfL . 0 ENpwxSONronTGVP.- Num_ n''o qNG Sxnnv .EE.TAxowo.Lwu E.nleSECTON OC N.x SECTION Q PARALLEL CURB RAMP "4113 iNS-`mom` ME. ISOMETRIC NEW ttPEPAMLLELAPAYMMR ttPE PAMLLEL B PAY LWR NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. `mil „�C TAY'S' Y ICY " 7a ?I ' Ct. r ' ^1? " , 7 ,fir PP 1 . R, r!e .)tr " \r. _E" APPROVED FOR CONSTRUCTION BY: DATE: DioRtor of Public Woks APPROVAL EXPIRES: y9 {�y 5 f l l 4lbboxesEcor1 I. E TER PeR WHEN c°Pe¢°DTrml Drat I DETAII N07S 1. See ".I,HOSC PlenrlorNSEOnsolcnarwalX mnlealwa Se ITINENwar LL u:a I.—A`,a E alp ° I.nm »mama S. 11 111 pwgndE- SNVmxM"O1tl wa.. 41eb .r ..,E ao-:vsti •h -G r,t ,A n w.. - .., x,r T_ P' 4 me C_J cR DATE I f- ID 1 -_1 16 3p I 1T l/F 111 1 _ I _ I '5. REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1- -22 -14 PER CITY MARK -UP Gild 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM CROSSWALK LAYOUT rTSHl_lhaY;. _v _R' ir°..L k ..Y.,r' 1 C, 1 ) e 62ND F, FT TO A (CELL I INFLOW 3C 1 h A T FAI (ti00 T 21 t 2911 = I •vn raa {r9wn nlr xn..c.G 114' RS2 'O8 NUMHIH s,15 W 1 Q IT u 'Y ti > tr= 2 QD L, (C O � j W Y 7 O r_l G O V) y V Z L> Q � Ip V� Q o) W m W3 Z � � O U(Y Q V 2 C� I V n TF Unafi V � N l d- T a C Jm y U Z TO cm Z O r_ Ll U 1L 1 rO v J W Q) NA (E 4 -10 -14 DRAWING NI 8115BASIL SHEET 10 0Fz NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. `mil „�C TAY'S' Y ICY " 7a ?I ' Ct. r ' ^1? " , 7 ,fir PP 1 . R, r!e .)tr " \r. _E" APPROVED FOR CONSTRUCTION BY: DATE: DioRtor of Public Woks APPROVAL EXPIRES: y9 {�y 5 f l l 4lbboxesEcor1 I. E TER PeR WHEN c°Pe¢°DTrml Drat I DETAII N07S 1. See ".I,HOSC PlenrlorNSEOnsolcnarwalX mnlealwa Se ITINENwar LL u:a I.—A`,a E alp ° I.nm »mama S. 11 111 pwgndE- SNVmxM"O1tl wa.. 41eb .r ..,E ao-:vsti •h -G r,t ,A n w.. - .., x,r T_ P' 4 me C_J cR DATE I f- ID 1 -_1 16 3p I 1T l/F 111 1 _ I _ I '5. REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1- -22 -14 PER CITY MARK -UP Gild 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM CROSSWALK LAYOUT rTSHl_lhaY;. _v _R' ir°..L k ..Y.,r' 1 C, 1 ) e 62ND F, FT TO A (CELL I INFLOW 3C 1 h A T FAI (ti00 T 21 t 2911 = I •vn raa {r9wn nlr xn..c.G 114' RS2 'O8 NUMHIH s,15 W 1 Q IT u 'Y ti > tr= 2 QD L, (C O � j W Y 7 O r_l G O V) y V Z L> Q � Ip V� Q o) W m W3 Z � � O U(Y Q V 2 C� I V n TF Unafi V � N l d- T a C Jm y U Z TO cm Z O r_ Ll U 1L 1 rO v J W Q) NA (E 4 -10 -14 DRAWING NI 8115BASIL SHEET 10 0Fz APPROVED FOR CONSTRUCTION BY: DATE: DioRtor of Public Woks APPROVAL EXPIRES: y9 {�y 5 f l l 4lbboxesEcor1 I. E TER PeR WHEN c°Pe¢°DTrml Drat I DETAII N07S 1. See ".I,HOSC PlenrlorNSEOnsolcnarwalX mnlealwa Se ITINENwar LL u:a I.—A`,a E alp ° I.nm »mama S. 11 111 pwgndE- SNVmxM"O1tl wa.. 41eb .r ..,E ao-:vsti •h -G r,t ,A n w.. - .., x,r T_ P' 4 me C_J cR DATE I f- ID 1 -_1 16 3p I 1T l/F 111 1 _ I _ I '5. REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1- -22 -14 PER CITY MARK -UP Gild 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM CROSSWALK LAYOUT rTSHl_lhaY;. _v _R' ir°..L k ..Y.,r' 1 C, 1 ) e 62ND F, FT TO A (CELL I INFLOW 3C 1 h A T FAI (ti00 T 21 t 2911 = I •vn raa {r9wn nlr xn..c.G 114' RS2 'O8 NUMHIH s,15 W 1 Q IT u 'Y ti > tr= 2 QD L, (C O � j W Y 7 O r_l G O V) y V Z L> Q � Ip V� Q o) W m W3 Z � � O U(Y Q V 2 C� I V n TF Unafi V � N l d- T a C Jm y U Z TO cm Z O r_ Ll U 1L 1 rO v J W Q) NA (E 4 -10 -14 DRAWING NI 8115BASIL SHEET 10 0Fz CROSSWALK LAYOUT rTSHl_lhaY;. _v _R' ir°..L k ..Y.,r' 1 C, 1 ) e 62ND F, FT TO A (CELL I INFLOW 3C 1 h A T FAI (ti00 T 21 t 2911 = I •vn raa {r9wn nlr xn..c.G 114' RS2 'O8 NUMHIH s,15 W 1 Q IT u 'Y ti > tr= 2 QD L, (C O � j W Y 7 O r_l G O V) y V Z L> Q � Ip V� Q o) W m W3 Z � � O U(Y Q V 2 C� I V n TF Unafi V � N l d- T a C Jm y U Z TO cm Z O r_ Ll U 1L 1 rO v J W Q) NA (E 4 -10 -14 DRAWING NI 8115BASIL SHEET 10 0Fz R /I/EH RUN APAi9TMENTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. 6' ROW DEINCATION Wlfi_i - *11 _341_63 - I •', YARD O •' h SET BACK ( n 342.61 I ! `! ....:. 1 349 a.. CONSTRUCTION NOTES lO 9' X 20' PARKING STALL (TYPICAL). O 9' x 20' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN 1 IN 50. ALL BARRIER FREE STALLS WILL BE IDENTIFIED BY A SIGN AT THE HEAD I OF THE PARKING SPACE, 60 INCHES MIN. ABOVE GRADE 70 BOTTOM OF SIGN. VAN STALL WILL ALSO STATE 'VAN" PER ANSI A117 -1 CHAPTER 502.6 & IBC SECTION 1101.2.4. /1 O 10' X 20 PARKING GARAGE STALL (TYPICAL). ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RSI. 5O CONTRACTOR TO CONSTRUCT WIDTH AS SHOW CONCRETE SIDEWAU: & PARK BENCH LANDING (0 8.39, MAX PER ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. © CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERE. PIPE 0 0.009 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET EST. O7 CONTRACTOR TO CONSTRUCT 201 X 4'0 X 6'W INFILTRATION TRENCH W/ B" ADS(N -12) PERE PIPE 0 0.009 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RSI. OCONTRACTOR TO TRANSITION FROM PARK BENCH 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. 11 CONTRACTOR TO CONSTRUCT ROCKERY LANDSCAPE WALL AS NEEDED TO ALLOW FOR PLAYGROUND AS SHOWN AND PER DETAIL ON THIS SHEET. NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. r '')I ..151 a 344.49 M 5' 5 eA dy. 1345.71 � 4 45.75 I, O / I I �xs I ss 3'R 5' 348 n - - - 348 a G- -- 0_ DRAIN O I.E- 341.00(6) 121LF B ADS(N -12) ROOF E �Z4 \ - 340 GRAIN O 0.50X (MIN.) ' j -- 10'.SIDE. YARD SET BACk -__ S49'32'___- ___ -__ ___ _________ O O O o o� O O O 0 O O O �'< d ss - - - - - BSLF 8'i y� DRAIN 0 NO. DATE N GRAIN O 0.50X (MIN) M 1 0 342 2 ID l P a 3 5- 6 -14 PER CITY MARK -UP ]GJM 1EET P OF L. it .A - - - - - 343.19 col r ,y - &F- BADS(N -12) ROOF) O 1 O 3 E � c,, 59 PROPOSED ss '• l�l APARTMENT "B° (D »yxx I - - - - � w BUILDING APPROX. ..344- (L w (r u F.F.- 344.00 J - -O _ _ p n 'r ( r fi 85LF - ADS(N -12) ROOF XIS °p Vt'I - 3_44 RIM- 344.50 � 4 6' FG =344.5 •' k 3443 3q ^- n _ FG= 344.4 344.4 6' ROW DEINCATION Wlfi_i - *11 _341_63 - I •', YARD O •' h SET BACK ( n 342.61 I ! `! ....:. 1 349 a.. CONSTRUCTION NOTES lO 9' X 20' PARKING STALL (TYPICAL). O 9' x 20' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN 1 IN 50. ALL BARRIER FREE STALLS WILL BE IDENTIFIED BY A SIGN AT THE HEAD I OF THE PARKING SPACE, 60 INCHES MIN. ABOVE GRADE 70 BOTTOM OF SIGN. VAN STALL WILL ALSO STATE 'VAN" PER ANSI A117 -1 CHAPTER 502.6 & IBC SECTION 1101.2.4. /1 O 10' X 20 PARKING GARAGE STALL (TYPICAL). ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RSI. 5O CONTRACTOR TO CONSTRUCT WIDTH AS SHOW CONCRETE SIDEWAU: & PARK BENCH LANDING (0 8.39, MAX PER ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. © CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERE. PIPE 0 0.009 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET EST. O7 CONTRACTOR TO CONSTRUCT 201 X 4'0 X 6'W INFILTRATION TRENCH W/ B" ADS(N -12) PERE PIPE 0 0.009 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RSI. OCONTRACTOR TO TRANSITION FROM PARK BENCH 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. 11 CONTRACTOR TO CONSTRUCT ROCKERY LANDSCAPE WALL AS NEEDED TO ALLOW FOR PLAYGROUND AS SHOWN AND PER DETAIL ON THIS SHEET. NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. r '')I ..151 a 344.49 M 5' 5 eA dy. 1345.71 � 4 45.75 I, O / I I �xs I ss 3'R 5' 348 n - - - 348 a G- -- 0_ DRAIN O I.E- 341.00(6) 121LF B ADS(N -12) ROOF E �Z4 \ - 340 GRAIN O 0.50X (MIN.) ' j -- 10'.SIDE. YARD SET BACk -__ S49'32'___- ___ -__ ___ _________ O O O o o� O O O 0 O O O �'< d ss - - - - - BSLF 8'i y� DRAIN 0 O _ p I 1 dh - xS '`f X533• 3 §558 4S - 34aE' $7* i 7 345. 6345.90 - - -- 6 d d 11 r o 46.66 34R A( 4' w5 90 11 TW =345 8 Z 346_27 ____ O BW_ 345_0 -___- _- 6� 64 W =346.00 -6-ADO-12) ROOF DRAIN O 0.50% (MIN) (TW= 346.00 RIM- J46.00 LE- 34320(6) GM- 346.00 (TW= 346.50 I.E- 342.88(1 - -13LF 8ADS(N -12) RI DRAIN O 0.50X (MIN. PROPOSED APARTMENT BUILDING "A" �\ I.E- 340.35(6 - � W/INLET ORATE 342.'. APPROVED FOR CONSTRUCTION BY: Dlrecror of Pnfilic Works - APPROVAL EXPIRES: SCALE: 1 " =20" 0 10 20 40 �0 VERTICAL DATUM THURSTON COUNTY NOVO 29 BM: 1252 CASED CONCRETE MONUMENT W17H BRASS CAP 0 INTERSECTION OF YE LM AVE, & TAHOMA BL VO. ELEV 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES y DRAIN O 0.50X' (MIN.) BW- 3 < °<:511 LEGEND N 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION G =344, w TW 346.On 0.00 EXISTING TOP OF PAVING SPOT ELEVATION APPROX. j a 0 F F = 346.50 n n RIt 346.50 70 346.79 1 / E -343.c F, `^6 64' 346 __- -_ -_- 10` ESE EASEMENT PER AFN 3982737 -- G - - C - _ _(," 651E 6'ADS(N -12) R( DRAIN O DSOX (MIN.) I.E- 342.81(8') W4NLET GRATE TW -346.2 BW =345.5 11 6OLF- B-ADS(N -12) ROOF DRAIN O 0.50X (MIN.) REVISION BLOCK NO. DATE N GRAIN O 0.50X (MIN) M 1 1 -22 -14 342 2 e n RIM -313.8 . LE-339 75(6-) a 3 5- 6 -14 PER CITY MARK -UP ]GJM 1EET P OF L. - - - - - 343.19 r ,y - &F- BADS(N -12) ROOF) O 1 O 3 - DRAIN O 0.50X (MIN.) -``O c,, 59 PROPOSED ss '• l�l APARTMENT "B° (D »yxx I - - - - � w BUILDING APPROX. ..344- (L w (r t F.F.- 344.00 J - -O _ _ p _ r fi 85LF - ADS(N -12) ROOF XIS °p DRAIN O 0.50X (MIN.) - 3_44 RIM- 344.50 V- 6' FG =344.5 _ 3443 3q ^- n _ FG= 344.4 344.4 O _ p I 1 dh - xS '`f X533• 3 §558 4S - 34aE' $7* i 7 345. 6345.90 - - -- 6 d d 11 r o 46.66 34R A( 4' w5 90 11 TW =345 8 Z 346_27 ____ O BW_ 345_0 -___- _- 6� 64 W =346.00 -6-ADO-12) ROOF DRAIN O 0.50% (MIN) (TW= 346.00 RIM- J46.00 LE- 34320(6) GM- 346.00 (TW= 346.50 I.E- 342.88(1 - -13LF 8ADS(N -12) RI DRAIN O 0.50X (MIN. PROPOSED APARTMENT BUILDING "A" �\ I.E- 340.35(6 - � W/INLET ORATE 342.'. APPROVED FOR CONSTRUCTION BY: Dlrecror of Pnfilic Works - APPROVAL EXPIRES: SCALE: 1 " =20" 0 10 20 40 �0 VERTICAL DATUM THURSTON COUNTY NOVO 29 BM: 1252 CASED CONCRETE MONUMENT W17H BRASS CAP 0 INTERSECTION OF YE LM AVE, & TAHOMA BL VO. ELEV 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES y DRAIN O 0.50X' (MIN.) BW- 3 < °<:511 LEGEND N 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION G =344, w TW 346.On 0.00 EXISTING TOP OF PAVING SPOT ELEVATION APPROX. j a 0 F F = 346.50 n n RIt 346.50 70 346.79 1 / E -343.c F, `^6 64' 346 __- -_ -_- 10` ESE EASEMENT PER AFN 3982737 -- G - - C - _ _(," 651E 6'ADS(N -12) R( DRAIN O DSOX (MIN.) I.E- 342.81(8') W4NLET GRATE TW -346.2 BW =345.5 11 6OLF- B-ADS(N -12) ROOF DRAIN O 0.50X (MIN.) REVISION BLOCK NO. DATE DESCRIP77ON 1 1 -22 -14 PER CITY MARK -UP 2 3 -19 -14 PER CITY MARK -UP a 3 5- 6 -14 PER CITY MARK -UP ]GJM 1EET P OF L. C) n r `" 2 Q e11s v. V u1 3 -19 -14 m v w DRAWING NC a C °i � Q ca 1EET P OF L. C) n r `" 2 Q c,, o � l�l (L w (r t ci n c; r s` w > n- � �n rj U u Wa w �v O O } � i N� u c NJ '^ v. V u1 3 -19 -14 m v w DRAWING NC a C °i � Q ca 1EET P OF L. 0M 0 MY QD c J Q C ((� O v) Q O U DATE 3 -19 -14 DRAWING NC PG1 87 1 6AS1 _ 31 1EET P OF L. PIPE TABLE PIPE LENTH DISCRETION 1 12LF 6" PVC -35) O 2.00% MIN. 2 12LF 6" PVC SUR -35 0 2.00% MIN, 3 AF 6" PVC SDR -35 ® 2.00% MIN. 4 9LF 6" PVC SDR -35 ® 2.009 MIN. 5 2LF 6" PVC SDR -35 ® 2.009 MIN, CLEAN OUT TABLE CO# 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 TO FIUD ADJJST RIM ELEVATIONS. CONSTRUCTION NOTES 0 CONTRACTOR TO INSTALL XERXES 4000 GAL. FIBERGLASS REINFORCED PLASTIC TANK (6'¢) OR APPROVED EQUAL, AS SHOWN AND PER DETAIL ON SHEET SD2. O CONTRACTOR TO INSTALL ORENCO DUPLEX PUMP PACKAGE (ORENCO MODEL P20 05 11 OR APPROVED EQUAL) IN 3000 GAL. S.T.EP. TANK? PUMP CHAMBER PER DETAILS ON SHEET SD2. O3 CONTRACTOR TO INSTALL DUPLEX PUMP CONTROL PANEL ON REMOTE UNI -STRUT POST NEAR BUILDING "A" FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG. BY BRYANT. 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 YFI.M STANDARDS, O7 CONTRACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YELM STANDARDS, e RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 El W.M. S.T.E.P. SYSTEM PLAN UTILJTY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION AND D DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN THESE PLANS OR NOT POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO O CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®1 -800- 424 -55 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. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR ANDIOR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REOU�IRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WON DOCUMENTATION SIGNED BY A PROFESSIONAL S,,S AN01OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE 13ACKFILL MATERIAL MEETS MINIMURI CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEI/ED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. II NOTE: CALL 1- 800 - 424 -5555 OUTLET I.E. BEFORE YOU DIG. nROI :CTF, 345.0 340.58 6" 340.35 6" 336.50 B TANK #2 1 4000 1 344.5 1 344.5 "dm I",., .'rrr It, vF'IC -",A' . `33 '5 3/._ ".c' �Tl,, 5,�.. ,�� 2,4�'•4 -,t � ,' .rl- EXISTING STORM MANHOLE D D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE BERRY VALIEY OR 1 EXISTING POWER POLE t.l EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT ,. EXISTING WATER MAIN it I I L k t, {" - I N49'28'54 WI �. j. J� /f i I I f � t x! 'I. . .t i W M • .I � o � W I. I 1 A UTILJTY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION AND D DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN THESE PLANS OR NOT POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO O CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®1 -800- 424 -55 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. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR ANDIOR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REOU�IRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WON DOCUMENTATION SIGNED BY A PROFESSIONAL S,,S AN01OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE 13ACKFILL MATERIAL MEETS MINIMURI CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEI/ED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. II NOTE: CALL 1- 800 - 424 -5555 OUTLET I.E. BEFORE YOU DIG. nROI :CTF, 345.0 340.58 6" 340.35 6" 336.50 B TANK #2 1 4000 1 344.5 1 344.5 "dm I",., .'rrr It, vF'IC -",A' . `33 '5 3/._ ".c' �Tl,, 5,�.. ,�� 2,4�'•4 -,t � ,' .rl- EXISTING STORM MANHOLE D D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE BERRY VALIEY OR 1 EXISTING POWER POLE t.l EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT ,. EXISTING WATER MAIN ® I I L k t, {" - N49'28'54 WI �. J� /f I f � UTILJTY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION AND D DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN THESE PLANS OR NOT POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO O CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®1 -800- 424 -55 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. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR ANDIOR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REOU�IRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WON DOCUMENTATION SIGNED BY A PROFESSIONAL S,,S AN01OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE 13ACKFILL MATERIAL MEETS MINIMURI CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEI/ED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. II NOTE: CALL 1- 800 - 424 -5555 OUTLET I.E. BEFORE YOU DIG. nROI :CTF, 345.0 340.58 6" 340.35 6" 336.50 B TANK #2 1 4000 1 344.5 1 344.5 "dm I",., .'rrr It, vF'IC -",A' . `33 '5 3/._ ".c' �Tl,, 5,�.. ,�� 2,4�'•4 -,t � ,' .rl- ROW DEDICATION. } I 1B' FRONT �� YA SET B CK _ rn r I, }z - "34 ------------ I • O - -. S4Q'39'l8 "E 10A nn' 0 _ h I -- __ - -- PROPOSED APARTMENT 59' BUILDING "B" 5 APPROX. F.F. 344.00 64 _ _Coil i m x ,_6 p # 1s3 �-- 1 PROPOSED - APARTMENT BUILDING "A" APPROX, F. F. = 346.50 10' ESE EASEMENT PER AFN- 3982737 S. T.E.P. TANK TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A TANK 1 4000 345.0 345.0 340.58 6" 340.35 6" 336.50 B TANK #2 1 4000 1 344.5 1 344.5 1 340.58 6" 340.35 6" 336.50 JOINT S.T.E.P. TANK PUMP CHAMBER TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET LE OUTLET LE TANK BOTTOM A & B 1 3000 GJM 345.15 1 345.50 --- 456 - -- 1 339.91 6" 341.75 2" 335.17 - 1!, G _ APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Worh APPROVAL EXPIRES: _ SCALE: 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BI VD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES GENERAL NOTES 1) SIDE SEWERS DO NOT GO INTO THE SIDES OF THE TANKS. 2) SERVICE LINES NEED TO BE A MIN. OF 24" DEPTH OF BURY TO FINISHED GRADE. 3) 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 TO BE USED. REVISION BLOCK LEGEND -R';- 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 GJM PROPOSED SIDEWALK PROPOSED SHOULDER --- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - - - -- - EXISTING EDGE OF PAVEMENT DD EXISTING STORM MANHOLE D D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN C1 EXISTING CATCH BASIN EXISTING POWER POLE t.l 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 TO 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 TO BE USED. 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 - .•��� MIDd \1 i e F A ST PgsT NA Sµ °Y •' 11 � \ \ \ \\ ����• 8115 Q I U V) O U- S � L r i W � L I v r� vl Z N o; D u) U� W � m 0 I-UQ r/m/� O d' v < V N V� c> v m Q� R C 2 O U ti �O/� VMMi �L O d co `o w vi DATE 4 -'? -14 DRAWING Nt STP 811'BASE CONSTRUCTION NOTES OCONTRACTOR TO CONNECT TO EXISTING 2" STEP SERVICE BOX AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET CDC. 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. RI VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. Z 348 Ali 346 344 4 342 2.00% 2.00% 340 SAN RUN AAA FLOW ARROW TYP.--""I 2 STA-1Of00 TO STA- 112342 ° PLAN HORIZONTAL h D hz I EXISTING GRADE 0 Q d e FE OF FORCE MAIN In Ina Z, I¢ Z i VI a PROPOSED GRADE ® t 77% ', 42t. a OF FORCE MAIN M O N M M 0 +40 (I i, CALL 1- I 12 I 338 BEFORE YOU DIG. kPPZ0'EC 'S`.91 15 "el,- An „rt. -e-' ; \” IG ')\" - \ 'l_1' -B " -.(4 vl 336 N O N p N a m�a K i 334 Q EXISTING STORM MANHOLE ° EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE U e r 0 +50 N 0 +70 <p p N 0,1 O W EXISTING FIRE HYDRANT 0 O a M EXISTING WATER MAIN O a O M O M 0 +00 Q +10 lT) 0 +20 0 +30 SAN RUN AAA FLOW ARROW TYP.--""I 2 STA-1Of00 TO STA- 112342 ° PLAN HORIZONTAL h D hz I EXISTING GRADE 0 Q d e FE OF FORCE MAIN In Ina Z, I¢ Z i VI a PROPOSED GRADE ® t 77% ', 42t. a OF FORCE MAIN M O N M M 0 +40 (I NOTE: CALL 1- 800 - 424 -5555 .a BEFORE YOU DIG. kPPZ0'EC 'S`.91 15 "el,- An „rt. -e-' ; \” IG ')\" - \ 'l_1' -B " -.(4 vl ;/ '014? 1 1 \ 9 \i -r, .'F,()" 0.98 0.609 1 Fl-02 1.950 `227LF -2- PVC (SW40) STEP SEN N SERVCE LME m M N O t N O O � o0 a0 —RfW— .a W° O ON r N W PROPOSED 2 " STEP SERVICE 61 ¢¢Z O N N O N p N a m�a K i Z Q EXISTING STORM MANHOLE ° EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE U e ❑ 0 +50 0 +60 0 +70 0 +80 0 +90 Z EXISTING FIRE HYDRANT EXISTING WATER MAIN a 0.98 0.609 1 Fl-02 1.950 `227LF -2- PVC (SW40) STEP SEN N SERVCE LME SAN t7UN AA A PROF /LE 14EW HORIZONTAL SCALE: 1 " =10" VERTICAL SCALE: 1 " =2" 4" WA TFR - -- CROSSING O i M N O t N O O � o0 a0 —RfW— r m O ON r N W PROPOSED 2 " STEP SERVICE 61 PROPOSED 2 " STEP SERVICE VALVE O N N O N p N p N - Q EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE U EXISTING SANITARY SEWER MAIN ❑ 0 +50 0 +60 0 +70 0 +80 0 +90 SAN t7UN AA A PROF /LE 14EW HORIZONTAL SCALE: 1 " =10" VERTICAL SCALE: 1 " =2" 4" WA TFR - -- CROSSING O M d. Q ry M N O t N O O � o0 a0 —RfW— M M r� r7 1 +00 1 +10 1 +20 1 +30 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 ARROW TYP. 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 K PROPERTY LINE —:Ifi ION R/W LINE —RfW— — — — -- EASEMENT LINE — ADDITIONAL 10" UTILITIES EASEMENT 3 -19 -14 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2 " STEP SERVICE • PROPOSED 2 " STEP SERVICE VALVE GJM PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR 0 EXISTING CONTOUR EXISTING EDGE OF PAVEMENT - Q EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE U EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE L.I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN K NO. DATE ION BY 1 1- 22 - -14 PE GJM 2 3 -19 -14 PE GJM 3 5 6 -14 LNOCK PE GJM 0 , I1� S1 \V 2 W D � U � Q o� W ¢I i� i� z�ct Oro Vivo- Zw0 ti �c3 v r v Q � M v m Q� s C � s O W J U F z _ L� VI v 1 LLJ Q J w I O WCL Zi V J Q Q J CL DATE 4 -10 -14 )RAWING NC 8115BASE HEFTLSOF2. 8115 0 Q= 0 , U W C7 o a t., W � S � � O lT) W U r� \V 2 W D � U � Q o� W ¢I i� i� z�ct Oro Vivo- Zw0 ti �c3 v r v Q � M v m Q� s C � s O W J U F z _ L� VI v 1 LLJ Q J w I O WCL Zi V J Q Q J CL DATE 4 -10 -14 )RAWING NC 8115BASE HEFTLSOF2. RIVER FAUN APARTMENTS NE 114, SE 114, SEC24, 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 & SOX OSEE SHEET "STP" FOR STEP. TANK DESIGN. -- - BE AIN SAN HUN °A' PLAN KEW HORIZONTAL SCALE: 1 =10 .Q F EXISTING GRADE CE 09 FORCE MAIN Fez PROPOSED GRADE q ¢ CE OF FORCE MAIN ~ N a Npm Z Q Q Q 3 -Ogg � � �--- SENfR SERN,CE UNE I J,: ''.WATER) CROSSING 1.�' (MIN.) _ _.. i ''.. 4" WATER CROSSING_ 4" warerz_ -i, -... - . ''. CROSSING 't 'n N O N V O I­ IN [O r N m� EASEMENT LINE I O U N }O rt P' } N w U N 7/0" �1 N1 - -- 456 --- PROPOSED CONTOUR M � -- - - EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE 50% EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ 't 'n N O N V O I­ IN [O r N IN EASEMENT LINE BEFORE YOU DIG N N rt P' cl p..I 5- 5 -14 PROPOSED SIDEWALK 7/0" �1 N1 - -- 456 --- PROPOSED CONTOUR M � -- - - EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ,r EXISTING POWER POLE 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 2 +00 2 +10 1[ NOTE: CALL 1- 800 - 424 -5555 EASEMENT LINE BEFORE YOU DIG P?Cs1[CT$I ^I I I rt P' n.sv e-_ p..I 5- 5 -14 PROPOSED SIDEWALK 7/0" �1 2 +20 ALIGNMENT °BA PROF /LE KEW HORIZONTAL VERTICAL SCALE: 1 " =2' 2 +30 V 2 +40 APPROVED FOR CONSTRUCTION BY: DATE: DIrea of Yubiw Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 70 20 STA. 0 +00.00 ALIGNMENT "B" 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 �- PROPERTY LINE --R4W- R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT • m N PROPOSED 2" STEP SERVICE • � 5- 5 -14 PROPOSED SIDEWALK M N1 2 +30 V 2 +40 APPROVED FOR CONSTRUCTION BY: DATE: DIrea of Yubiw Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 70 20 STA. 0 +00.00 ALIGNMENT "B" 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 �- PROPERTY LINE --R4W- R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 5 -14 PROPOSED SIDEWALK GJM PROPOSED SHOULDER - -- 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 ,r EXISTING POWER POLE I'l EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT . EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIP110N 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 GJM MIDb 44I QT'S. py WAS 02 - O s � F 4 � IST EKGl��r� SL sr 8115 G LU U Z o z W 0 z - 5 W F-1 Z a CE oN U m R m W m Q �3 3 Y p JOTO � It Q � 2 CDc V, n Q � M .r N G a4 3 4 C � c U o V V, I_ vl L <O X71 c J LLJ � J w O IZ � W rZ � V J Q Q J CL DATE 4 -10 -14 811515ASE 4EET N OF 2 GENERAL SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY. THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4, A PRECONSTRUCTION MEETING SHALL BE HELD 'MIN 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 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SOR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUDGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECLED BY A STANDARD METAL DETECTOR. IN ADUHRONSTEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "0" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 0 ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 121ABOVE THE BURIED POWER. ME MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED POWER( TAPE SHALL BE FURNISHED BY CONTRACTOR. 10, BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE MM THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE - RESPONSIBLE FOR MAINTENANCE A REQUIRED. S EOU RED. 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 THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY RTE CITY OF YELM, . 16. ALL STEP MAINS SHALL BE HYDROSTARCALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN ME PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE 12. 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 THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. IT IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL IL 5031 -0 RAMPLE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 46 HOUR NOTICE TO ME SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING WN F'TION ARE: A) TANK INSTAL: -. „ LE, BEDDING AND LOCATION B) TANK INFILTRATION EXFILIRAVON TEST C) SS. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. CITY OF E FAT SEWER DFPART%1FN'T Sewer Spec addmlduut I_ All ST TIP T v ks i11 tall - d larger than 3000 Dallons shall he fihe�„ lass P nks mfg. II either Contlnnnenl Solutions IIN ci Xerxes (ac_ 2. 911 fiberglass ST I Plinks Shall be installed by qualified inslallels, following the m Lg- dwee ion, and shall be semneal wI([, I',,- Ihlm11 straps w,III, D,ad Nfen' Sizing and materials for Dual Aden and .strapping shall be per the mfg. mcoL,. "ItIENious. 3. Building, s rvcd hK STEP Sell u, util... on sit ba k up generators for pown' nnl U a mu: t ha,, el ctrl tl ...... o In�l Bled in su h a nn nn c, That 1hD STEP system will also be suppled poorer 65 the auxilwrF CL neodor. 4. The Pmnp Control Panels Gx ad1 STEP lenk, housing 2 or ntm'D pumps shall be iittcd with a timisl2rswitch model DI 323 UTLR is at h, by Cutler Hammer and a male plug, model 70530 NIMST is RICO by Dryaut for use with the cities portable auxihary ganUA,,, 5_ All STEP tank, less than 3000 gallon shall have onC 4" hole in Ilia d , ICI,, battle centered at 20" above the (lour of the HTNN. S LP'1'muls sized at 3000 gallon shall have one hole iL the divider baffle centered at2( ".1tone theiloor of the lank 6. All'I'ratHo Bming SAUVice Boxes shall be a model N1ST3C 1324 -12 ndg. by NTid states Plastics BC Series_ C IT PA &-E.0 'T& 1'hj )3C I' H W ( 3.°1.`E �) Z- rnAOC V3 t5l-.J c,ns -TL.c I All POSTS used m Supporl Pump Control Panels List be Hot Dipped Galvmuzad I lnistort. 8. 411 fir Release, Vacuum Release and CcnUDi U,NUU AT RIeasabnvun Rdn,e vah' v RhR1I be a mod I D-021 Ce lhmatann Air l ah %TTNT HA 4R' Sized according to the NIL _ r unnmwd Than per pipe size. 0 NIUCTI T, STEP Trail: NiP, uhall be 1000 Gallon, 10. IF STEP tanks housing more thin I pump must utilize 2" Piping for the Set Yee Lin, 11. The nlasinital depth of bop, for all STEP Tanks x101 be 60' aN measured from thushed giade m the 111 ...1 elevation uf1he n,k[ papa to Ile tank. INSPECTION GUIDE FOR S.T.E.P. SEWER INSTALATION A HASID ONE FELL OF THE PROPOSED INSTALLATION MUST BE SUBMITTED TO THE PUBLIC WORKS OFFICE PRIOR TO ISSUANCE OF PERMIT THE CITY OR YELM SEWER DEPARTMENT WILL PERFORM THE FOLLOWING REQUIRED INSPECTIONS: 1) TANK PLACEMENT (SEE TECH. SPEC. FOR REQ.) 2) LEAK TEST TANK (2 HOURS, NO LOSS) 3) PRESSURE TEST SERVICE LINE (70 P.S.I. WATER FOR 1 MINUTE) 4) ALL PIPE BEFORE BACKFILL. (SEE BEDDING AND TONING WIRE REG.) 5) A FINAL INSPECTION IS REQUIRED AFTER ALL WORK (INCLUDING ELECTRICAL) HAS BEEN COMPLETED. A RECORD OPAWING IS REQUIRED 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 FFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION CALL: 458 -8411 I 0 ANSWER LEAVE A DETAILED MESSAGE. E{,E XERXES NOTES GUIDE SPECIFICATIONS - UNDERGROUND ONSITE WASTEWATER TANKS SHORT FORM THE CONTRACTOR SHALL PROVIDE A SINGLE -WALL OR (DOUBLE -WALL, FIBERGLASS REINFORCED PLASTIC (`RP) WATER STORAGE TANK AS SHOWN ON T'HE DRAWINGS. THE ONSITE WASTEWATER TANK SHALL BE MANUFACTURED ACCORDING TO APPLICABLE AMERICAN NATIONAL STANDARDS INSITITUTE (ANSI) AND AMERICAN WATER WORKS ASSOC=IATION (AWWA) STANDARDS. THE TANK SIZE, FITTINGS AND ACCESSORIES SHALL BE AS SHOWN, ON THE DRAWINGS. THE FIBERGLASS WATER TANK SHALL BE MANUFACTURED BY XERXES CORPORATION, THE TANK SHALL BE DESIGNED FOR UNDERGROUND INSTALLATION, AND SHALL BE TESTED AND INSTALLED ACCORDING TO THE XERXES INSTALLATION NO NUAL 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 D120 -09: THERMOSETTING FIBERGLASS - REINFORCED PLASTIC TANKS, 2.TANK MANUFACTURER SHALL BE RECOGNIZED BY UNDERWRITERS LABORATORIES (UL) AS A MANUFACTURER OF TANKS LISTED TO THE UL- 1316 STANDARD. 3.AMERICAN CONCRETE INSTITUTE (ACI) STANDARD .ACI 318 -11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. C. SUBMITTALS 1. THE MANUFACTURER SHALL SUPPLY SCALED DRAWINGS, PRODUCT BROCHURES AND MANUFACTURERS INSTALLATION MANUAL. 'ND OPE,'RA ➢NC GUIDELINES. PART II: PRODUCTS 2.01 SINGLE -WALL AND DOUBLE -WALL FIBERGLASS REINFORCED PLASTIC (ERR) UNDERGROUND ONSITE WASTEWATER TANKS A. LOADING CONDITIONS - TANK SHALL MEET THE POLL OWING DESIGN CRITERIA: 1. INTERNAL LOAD -- TANK SHALL BE DESIGNED TED WITHSTAND A 5 -PSIG AIR - PRESSURE TEST WITH A 5:1 SAFETY FACTOR. 2.SURFACE LOADS -- TANK SHALL BE DESIGNED - G ED T p WITHSTAND SURFACE TURE AND CURRENT AXLE LOADS WHEN PROPERLY INSTALLED •ACCORDING TO MANUFACTURER'S CURRENT INSTALLATION MANUAL AND OPERATING GUIDELINES. 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 PRESSL /RE. E.TANK SHALL BE CAPABLE OF HANDLING LIQUIDS AWTH SPECIFIC GRAVITY UP TO 1.1. 3.TANK SHALL BE COMPATIBLE WITH LIQUIDS IDENTIAED 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 SANDISILICA FILLERS (DR RESIN EXTENDERS SHALL BE USED. HALL 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, ZTANK 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, E INTERSTITIAL SPACE (DOUBLE -WALL TANKS ONLY) 1. THE INTERSTITIAL SPACE BETWEEN THE PRIMARY AND SECONDARY WALLS SHALL BE CONSTRUCTED WITH A GLASS REINFORCEMENT MAITERIAL SUCH AS PARABEAM0, WHICH PROVIDES A .STRUCTURAL BOND BETWEEN THE TWO TANK WALLS, WILE CREATING A DEFINED INTERSTICE THAT ALLOWS FOR FREE FLOW OF LIQUID, 2.A TANK TOP FITTING SHALL BE PROVIDED TO ALLIOW FOR A MONITORING SENSOR TO BE INSTALLED AT THE BOTTOM OF THE INTERSTICE. 3.THE DOUBLE -WALL TANK DESIGN SHALL USE PARA8EAMWT GLASS FABRIC TO CREATE THE INTERSTITIAL SPACE BETWEEN THE PRIMARY AND SECONDARY WALLS. 4.THE INTERSTICE OF THE TANK SHALL BE DESIGNEO TO WITHSTAND 20 PSIG PRESSURE. 2.02 ACCESSORIES A. ACCESS OPENINGS I. ALL ACCESS OPENINGS SHALL HAVE A DIAMETER 'OF 24 INCHES OR 30 INCHES, COMPLETE WITH RISER, LID AND NECESSARY HARDWARE. 2.SIZE AND IOCATION(S) AS SHOWN ON TANK DRAWING, B. PIPING AND FITTINGS 1, TANK SHALL BE EQUIPPED WITH FACTORY - INSTALLED THREADED FITTINGS, OR PIPE STUBS. XPVC PIPING SHALL AT A MINIMUM MEET THE REQUIIREMENTS OF ANSI SCHEDULE 40. 3.ALL FLANGED NOZZLES SHALL BE FLANGED AND FLAT- FACED, AND CONFORM TO CLASS 150 BOLTING PATTERNS AS SPECIFIED IN ANSI /AShgE/ 816.5 -2009. 4.STEEL NET FITTINGS SHALL WITHSTAND A MINIMUM OF 150 FOOT- POUNDS OF TORQUE AND 1,000 FOOT- POUNDS OF BENDING, BOTH WIThI A 2:1 SAFETY FACTOR. GLOCATION OF FITTINGS AND PIPING SHALL BE AS SHOWN ON TANK DRAWINGS. C. ATTACHED ACCESS RISERS 1. ATTACHED ACCESS RISERS SHALL BE PVC OR FRN AS SUPPLIED BY TANK MANUFACTURER. 2.ATTACHED ACCESS RISERS SHALL BE A 24 -INCH OR 30- INCH - DIAMETER 3.ACCESS RIDERS SHALL BE ATTACHED TO ACCESS OPENINGS DURING INSTALLATION UTILIZING ADHESIVE OR FRP BONDING KITS AS SUEPLIED BY THE TANK MANUFACTURER. D. RUNWAY OPENINGS (OPTIONAL) 1. MANWAY OPENINGS SHALL BE FLANGED, 22" I.D. AND COMPLETE WITH CASKETS, BOLTS AND STEEL COVER AS SHOWN ON TANK DRAWING.'_ 2.MANWAY OPENINGS SHALL BE DESIGNED TO WITHSTAND 5 PSIG TEST PRESSURE WITH A 5:1 SAFETY FACTOR. E. LADDERS (OPTIONAL) 1. LADDERS SHALL BE THE STANDARD FRP LADDER AS SUPPLIED BY TANK MANUFACTURER, F. ANCHORING (OPTIONAL) 1. ANCHOR STRAPS SHALL BE ERR ANCHOR STRAPS AS SUPPLIED BY TANK MANUFACTURER. 2.NUMBER AND LOCATION OF STRAPS SHALL BE AS SHOWN ON DRAWINGS. 3.PREFABRICATED CONCRETE DEADMEN, WHICH ARE DESIGNED TO ACT 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 XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES FOR FIBERGLASS UNDERGROUND STORAGE TANKS IN EFFECT AT TIME OF INSTALLATION. 3.02 INSTALLATION A. INSTALLATION -- TANK SHALL 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. RIVER /SUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. RESTORATION SURFACE NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DiG. ,PR0Jr-CTS \R1" `; YMrn Are ;m alt SURFACE -B/ - - <3wr° 4 ' "0•; RIVER /SUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. RESTORATION SURFACE wFFna TH,cKNESS SEE °- '°ORATION TABLE A80VE -- SEE RESTORATION TABLE 8 _ �TIYP} FINISH GRADE CRUSHED 4' CRUSHED SURFACE SELECT BACY(FILL FINISH G9ACE $HALL BE SURFACE P - - SA1W1H k CQV55TANL s 1tl / / BACKFILL SEE -/ RESTORATION TABLE -R z BfLCCi DAC%nLL NNISN ROADWAY i0 LgIFCPM TO ALL EXISTING PAVING OVER 4' CRUSHED MAINTAIN SIDE > . 0 E6i OVEN piA4EL BASE SLOPE AS STEEP _ �// \- �// AS POSSIBLE SEWER LINE S10PE5 SHALL MATCH BEDDING FOR e�PIPE L FLEXIBLE PIPE MAIM EXISTING SELECT BACKFILL PIPE O.D. e� CONCRETE THICKNESS COY ! Tp 95E FEATURE, AND GRADE, NTIINOSEED/ PLNJPNLS M AnK dACNRa PIPE LAwH/LnNOSCAPF OvFR 4' MIN. TYPE A O.D- S1n001N K C044514NT W COMPACT 10 &Si WITH EXISTING MADE NAIiVE BACKFILL MWNO BACNFLL UNIMPROKD SUPPLE N/A � ABOY£ E%IS1MG COMPACT TO BSfi GRADE i $MpOrX CSBC = CRUSHED SURFACE BASE COURSE CSTC - CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP( DWG. NO 7 -3 PUBLIC WORKS DIRECTOR DATE DES. OWN CKO. DATE JY JEG TP 4/2007 RESTORATION TABLE 1 wFFna TH,cKNESS egc«rnl/ cDMUEnls/ TYPE LCAIPAL110N REOMNTS. OTHER REQUIREMENTS CRUSHED 4' CRUSHED SURFACE SELECT BACY(FILL FINISH G9ACE $HALL BE SURFACE NY COURSE COMPACT TO BS% SA1W1H k CQV55TANL Mm E%15TNC n.D PAVEMENT to MIN, GRACE B A.C. BfLCCi DAC%nLL NNISN ROADWAY i0 LgIFCPM TO ALL EXISTING PAVING OVER 4' CRUSHED OVEN piA4EL BASE SURFACE TOO COURSE COMPACT TO B53 GRADES AND CURDS S10PE5 SHALL MATCH CONCRETE SURFACE MAIM EXISTING SELECT BACKFILL MATCH EXISTING PNISN (DR112WpY /9DEW-0IX) CONCRETE THICKNESS COY ! Tp 95E FEATURE, AND GRADE, NTIINOSEED/ PLNJPNLS M AnK dACNRa FINISH CAPLE SMALL BE LAwH/LnNOSCAPF OvFR 4' MIN. TYPE A S1n001N K C044514NT FOR SOIL COMPACT 10 &Si WITH EXISTING MADE NAIiVE BACKFILL MWNO BACNFLL UNIMPROKD SUPPLE N/A � ABOY£ E%IS1MG COMPACT TO BSfi GRADE i $MpOrX EDGE OF Y WATER TIGHT HOUSE OAP TYPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS, ETC.) 2' -0" TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) PRO E EXISTING GROUND STANDPIPE PVC C.O.- - DOUBLE SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL 14 GA. COPPER TONING WARE WRAP ONCE AROUND CLEANOUT NEW 4' PVC SEWER LINE (TIP) (3034) 2Z SLOPE TO TANK -, 0 -90' BENp SCH 40 PVC PIPE FROM VALVE W /SOLVENT WELD JOINTS. PIPE. TO BE SAME SIZE SEWER MAIN FERNCO COUPLING OR APPROVED EQUAL TOP OF STEP TANK BAFFLE ULPI. OF PUBLIC WORKS TYPICAL CONNECTION APB PR0� D DW']G. N0. / - PUBLIC WORKS DIRECTOR DATE / DES. C CKD. D DATE JY J JEG T TP 4 4/2007 WITH COVER MARKING TO READ "SEWER" (TYP.) PVC PIPE WIR THREADED PEUGJ 6' PVC PIPE AST. D - 3034 (VMITE)� r 2 ' N4 ®P O.C. EACH WAY TOP DRIP 1/2' NOTE OR SLOT FOR (NRE GATE VALVE SHALL RE SAME SIZE AS MAIN (MJxMJ) TONING 'MRE /- CONNECT TO MAINLINE USE EXPANSION FITTINGS AS REQUIRED VALVE NUT E %TENllONS REQUIRED 10 BRING NOT TO WITHIN 24' OF THE SURFACE TYPICAL END OF LINE CLEAN OUT APPRO DING. NO. to -�'--- PUBLIC WORKS DIRECTOR n4TF 7_2 J� JEG.. _. I ._ TP 4/2007 APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works' APPROVAL L'VDTD L'CI. FI NISHED 30 "0 RIS ALARM HIGH LEVEL LAG ON/OFF (4.5" DRA44DOWN ON TO OFF) 0 LEAD CN /OFF 6` (4.5" DRAVNOWN ON TO OFF) LOW LEVEL ALARM fi REDUNDANT OFF 000 25' 5" MIN. BEDDM CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APP^ROVgp DWG. N0. -� PUBLIC WORKS DIRECTOR DATE DES. AWN. CKU. GATE JY JEG TP 41 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -14 PER CITY MARK -UP GJM 2007 11 8175 0 W II U O 2 2 O W C7 � p U � U p U O O IL Z 2 O ILT 2 M U W IT m Q J S� 'I � OUT ti O C7 v n a- Q ^� N � N V/ O v 9: rn Q � Q Q C O U ti Z _ O Ldp�1 0 J� r. Z O I1� W \� U T � -J W DATE 4 -70 -1q DRAWING N( 8115HASE SHEET LE OF2 2007 11 8175 0 W II U O 2 2 O W C7 � p U � U p U O O IL Z 2 O ILT 2 M U W IT m Q J S� 'I � OUT ti O C7 v n a- Q ^� N � N V/ O v 9: rn Q � Q Q C O U ti Z _ O Ldp�1 0 J� r. Z O I1� W \� U T � -J W DATE 4 -70 -1q DRAWING N( 8115HASE SHEET LE OF2 O O IL Z 2 O ILT 2 M U W IT m Q J S� 'I � OUT ti O C7 v n a- Q ^� N � N V/ O v 9: rn Q � Q Q C O U ti Z _ O Ldp�1 0 J� r. Z O I1� W \� U T � -J W DATE 4 -70 -1q DRAWING N( 8115HASE SHEET LE OF2 Z O I1� W \� U T � -J W DATE 4 -70 -1q DRAWING N( 8115HASE SHEET LE OF2 NATIVE OR SELECT 1500 CAL BAdee, AS DIRECTED BT .... • " 4500 GAL 0 -2 fJ .:- 6, E MIN. W ?1 D -3 2 o e" _62" ln V -1 `m 600 CAL -2400 GAL mf _ V -2 3000, -I AND TWO COMPLETE RISERS. ONE VAULT CONTAINS STEP TANK/PUMP TANK BEDDING MATERIAL FOR FEET RIGID PIPE SHALL BE SAND NOTE. REDOING MATERIAL FOR INSTALL TANKS AS PER DETAIL OR FLEXIBLE PIPE MANUFACTURER'S RECOMMENDATION (SECTION 9 -03.16 WSDOT 1994 WHEREVER 15 MORE STRINGENT. 4500 GALLON TANKS OR LARGER SHALL NAVE - BEDDING AND CITY OF YELM DEPT. OF PUBLIC WORKS CONCRETE TANK BEDDING PUBLIC WORKS APPROVED DWG. NO 4.A11 7-17 DES PUBLIC WORKS DIRECTOR DATE DES. Dm CKD. DATE JY JEG TP 4/2007 ALL STEP TANKS SIiALL BE H -20 LOAU NA TAN THIS POLI TED KS. CY SHALL TAKE EFFECT ON MAY 31, 2007. In STIED GRADE I,- WATER TGHT LID 21 "0 MIN.PVG RISER �I LID WATER TIGHt PUMP VAULT RISER LID- AT 1 14 GAUGE TONING 14 GAUGE co I WIRF TO SERVICE PARE TO SS CO � �: BOX .,II J -2 PART USE CROWD �T -- - TANK TO RISER 1 ADAPTER FOR - CONCRETE TANKS �a'a10RPLCE PUMP ASSEMBLY. SEE . ` ` I DWG. N0. 7-9 n I `BAFFLE (NOTE 1) MIN BEDDING ON ALL TANKS LARGER PLAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE PULP SEWER DEPT. NOTES; - 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED 1500 CAL 3000 GAL 4500 GAL 0 -2 fJ 4'__55` 2. THE OWNER ft RENEW TOLERANCES IN EXCESS OF 55 " D -3 2 50" _62" 62' V -1 430 GAL 11M1 GAL 600 CAL -2400 GAL _ _ V -2 MIN BEDDING ON ALL TANKS LARGER PLAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE PULP SEWER DEPT. NOTES; - 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED FOR FEEDER WIRE_ RUN AS A TRIPLEX PUMP VAULT. SIZE CITY OF YELM 2. THE OWNER ft RENEW TOLERANCES IN EXCESS OF DEPT, OF PUBLIC WORKS DIMENSIONS SHOWN. 5 ' FEET 1500, Z CAI ON 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS 250 3000, -I AND TWO COMPLETE RISERS. ONE VAULT CONTAINS STEP TANK/PUMP TANK I LOATS AND ONE PUMP. TIT SECOND VAULT FEET FLEXIBLE CONNECTOR CONTAINS TWO PUMPS REDOING MATERIAL FOR FLEXIBLE PIPE AFFRONTED (SECTION 9 -03.16 WSDOT 1994 U4. 4500 GALLON TANKS OR LARGER SHALL NAVE - BEDDING AND _? THREE RISERS AND LIDS -t' - FIBERGLASS PUBLIC WORKS DIRECTOR 4.A11 APPROVED DWG. N0. DES DWN. NRJ. CK DAif JY .IEG 7 I Ill "I'll1LP i IVN1 I VM Pi IIVNPL INI V ttMA HORN), To FRO M POWER SOURCE NOTE6 PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 1BPT, LETTERIN(; `- PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM ALARM HOW AND SILENCE ED", 1"C, 8 -p12 TO STEP TANK - SIMPLEX 12- C,13 -N12 TO STEP TANK - DUPLEX Y2'0: 17 -N12 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL _4- .VEyL7_' Dwc. No, WORKS DIFSCTOR GPTF 7-6 JY EG TP NATIVE OR SELECTD FOR FEEDER WIRE_ RUN _TABLE WINE SIZE '94 , MA%IMVM 01STANCE N12 AV COPPER 5 150 FEET NTo A- COPPER {at 250 FEET NB AWG COPPER 10 350 FEET I Ill "I'll1LP i IVN1 I VM Pi IIVNPL INI V ttMA HORN), To FRO M POWER SOURCE NOTE6 PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 1BPT, LETTERIN(; `- PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM ALARM HOW AND SILENCE ED", 1"C, 8 -p12 TO STEP TANK - SIMPLEX 12- C,13 -N12 TO STEP TANK - DUPLEX Y2'0: 17 -N12 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL _4- .VEyL7_' Dwc. No, WORKS DIFSCTOR GPTF 7-6 JY EG TP NATIVE OR SELECTD s SACKFUL AS DIRECTED BY XERXES SINGLE WALL FRP TANK ENGINEER '94 , 3 C 4 . { 5 6' SCH. 40 PVC INLET PIPING W/ SANITARY TEE 6 6' SCH. 40 PVC OUTLET STRAIGHT PIPE - 7 {at 8 �1 9 Pvc SPLICE BULK V] CORD GRIPS 10 BIOTUBE FILTER (SLIDE RAID W] HIGH LEVEL CONTROL FLOAT ASSEMBLY 11 FLEXIBLE CONNECTOR I12 REDOING MATERIAL FOR FLEXIBLE PIPE (SECTION 9 -03.16 WSDOT 1994 STANDARD SPECIFICATIONS) - BEDDING AND BACKFILL PER MANUFACTURES RIEQUIREMENTS. CITY OF YELM DEPT. OF PUBLIC WORKS FIBERGLASS TANI< BEDDING APPROVED DWG. N0. PUBLIC WORKS DIRECTOR DATE 7 -16 NRJ. CK DAif JY JE'G TP 4/2007 NO. DESCRIPTION I XERXES SINGLE WALL FRP TANK 'c XERXES PRECAST DEADMAN SYSTEM W/ HOLD DOWN STRAP AND TURNBUCKLE ASSEMBLY 3 24' POP OPENING 4 30' rRP OPENING 5 6' SCH. 40 PVC INLET PIPING W/ SANITARY TEE 6 6' SCH. 40 PVC OUTLET STRAIGHT PIPE - 7 24' RIBBED PVC RESER W/ FRP CID 8 30' RUBBED PVC RISER W/ FFP LID 9 Pvc SPLICE BULK V] CORD GRIPS 10 BIOTUBE FILTER (SLIDE RAID W] HIGH LEVEL CONTROL FLOAT ASSEMBLY 11 FLEXIBLE CONNECTOR I12 BASE MOUNT BRACKET - This draw Ing IS Far IItustrat l ve puryuses only, consult YIN: an AXIARRI Orr WVXIFI( ud H,,'IIo Ff ��-t�.'111T'TTI �J +TALL COMMERCIAL SEPTIC TANK GRAVITY SYSTEM WITH EFFUENT FILTER 4 -I1 RLRI S20- 201 -01 R RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. EXISTING TONING TO STEP TANK \ _I CONNECT 1 EXISTING TING PVC SERVICE LINE 1' KBI BALL VALVE, SL x 1" CHECK 2' 2' LNSTALLan Ems• ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER T OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3 SERWCE BOX - CARSON INDUSTRIES MODEL NO. 14196 WIN BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER' (USE IN NON- TRAFFIC AREAS) 14 GA. UP HEAVY INSULATED COPPER TONING WIRE ALL TONING ARE SPUCES SHALL BE CONNECTED BY USING O.B.Y. KITS MANUFACTURED BY 3M STEP MAIN I' SCHEOULEJ 40 PVC SWP PVC SWING (21ECK VALVE SL a SL 1" KBI BALL VALVt. SL x SL 1' PVC NIPPLE. SL x SL T a MAIN 111A. PVC REDUCING TEE SL x SL x TH 2' OR PIPE SADDLE 2' CITY OF YELM DEPT, OF PUBLIC WORKS TYPICAL 1 " -2" SERVICE CONNECTION APPROVED DWG. NO f 7 -1 'UBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 EVERGREEN PRE�CAST, INC. t tY W? 8" :adde!N0 _1) 93395 e mae. d253) S67b57R FAX: (25318632901 -_MM- Ilk F 3000 QA U0N STEP TANK 9 & I+ 3 yy AoEwIi S.T.EP. /PUMP TANK DETAIL D d DIO I I 2 3 q 5 6 ] 8 9 10 15 t/B' - 17 1/4' (TYP) 1e: - �r -u ve Optional prefQIOrl Catpd engineered concrete deadnen shown o al0.ml�y �� F DG S1rfG W. 4.000 GALL= 1t Nu S10 -866. 03 II NOTE: CALL 1- 800- 424 -5555 BEFORE YOU DIG. XERXES FIBERGLASS TANKS OR APPROVED EQUAL TANK #7 RIM-345.0 TANK p2 RIM =344.5 5TC v _F_A k S /a ( < -FL, APPROVED FOR CONSTRUCTION W C, 4c.)t I-r- /-1 SPt C_ t.c L1t L. Ala 1.1 c, c.A rL. BY: DATE:_ 5-Fic K A LIL r5 1,x9 -Ff E S I C (J- I A �' dCT it l l_ DirectoroCPablic Works 7 -1I i5 v-X, I>(eEt zE t5TI Tti IgIs 6 QL_, APPROVAL EXPIRES: _ TANK J(3 RIM-345.15 TANK #3 RIM= 345.50 III -III III III A.61P= ( ORENCO DUPLEX -G PUMP PACKAGE TOP OF TAN) TOP OF TANK ELEl.= 342.50 LEout= 347.75(2 ") (MODEL OR APPROVED EQUAL. SEE CITY u 4 7 1 4 OF 'ELM DETAIL ¢ w 7 -14 ON THIS a U o y rn l ffLEIn=J39.91 . �� N SHEET. O M ° - avl-i HIGH WATER ALARM EL.-SEE TABLE ° LAG PUMP "ON" E . =SEE TABLE $1 IE.In= 340.58 TA K #1 I.E. DU t= 340.35 TANK TANK #1 IE.In= 340.58 TANK p2 I.E.out= 340.35 LAG PUMP "OFF' EL -SEE TABLE LEAD PUMPIEAOPUMPON" FISFF TABLE_- - FF TABLE _ 0 LEAD PUMP "OFF' EL.-SEE TABLE 7.33 LOW LEVEL ALARM EL.=SEE TABLE XERXES 4000 GAL. •� TANK OR A ROVED EQUAL. (SEP E TANK DETAIL ON A IS SHEET) 29 EVERGREEN PRECAST INSIDE SOTTO ELEV= 336.50 3000 GAL. TANK (SEE TANK DETAIL ON THIS SHEET) INSIDE BOTTOM ELEV= 335.50 TANK BOTTOM \ ELEV= 335.17 `CONCRETE DEADMEN 6 "PVC(SDR35) 0207 (SEE DETAIL THIS SHEET) FORM CONDUITS TO POST OR CHANNEL SEE O TYPICAL PUMP CONTROL PANEL DETAIL DRAWING ND FGA ATTACH CONDUIT TO- POST WTH STAINLESS STEEL TWO HOLE TRAPS CONTROL EXISTING GROUND TO NEW TO STEP TANK ELECTRICAL PANEL 12" DIA REMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLATION APPROVE pwc. ND. XF- - 7 -4 PUBLIC WORKS DIRECTOR DALE DES. DWN, CKD, DA JY JEG TP 4/2007 Deadmen for 4' -, 6'- & 8'- Diameter Tank Installations 4(1(1[ it l P ,eLrl 4" � �n1N�t I -o4 p n e 4 F I Product Specifications Deadmc) for 4'-, 6' and 8 Diameter Tanks FJ Ir IIIFnnth Flanl ,.,I v.: It to,11, AEI, YaT +.wPOFt BOaT 17 12 "x I7" 1 900 16' 12'" x 12" 2,400 1fl' 12" x 12 2,700 Jaw to my Style PIS, 9" . seA. exRZnding tc GVuN,,l Notes: 1- Dead men requirenRnts ma, vary uvuh tanks 25,003 gallons or larger; zitS., br,AJ on the number of containment sumps, jccess rr,ers end tnalAepth 2. Consultthe Xerxeslns211ztpnr.lanualand Operating GulUelinescryour Xerx esszlesrepmmnhnVefa more Informit,On XERXES® 7901 Xeir e, AVenue S.oh, T,,rhs, MN 55431 USA a zn company o52 89- 893 Vr. .N %erKP10]m making a lasting flifterence" 0 2012 Xerxes Corporation osIC /12th HI CRGLASS LID WITH STAINLESS S1EEL IT AND NEOPRENE GASKET 5 MIN (TYP.) - 1'tl /a ALL LIDS 2' MIN FINISH GRADE TYP. I SLOPE NAD kATIVEJ 14 GAUGE COPPER II GRADE TURING WIRE, 2'-0" 1 PVC RISER, TAIL INTO RISER INC OR SYSTEMS. INC., OR EQUAL (FOR USE WITH NON- TRAFFIC BEARING TANKS) NQTE RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. TYPICAL RISER APPROVED DWG, NO - B PUBLIC WORKS DIRECTOR DATE DES. OWN L CKD. DATE .JEG TP 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 338.30 338.68 339.06 339.56 1 339.94 134044 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 I� ROB NUMBER 8115 CS G s o 2 S � S � d � V L.i C7 Z W F W Cr 2 O O U m n 5 Z Or CL C, O In in o Go Q Ot ED Cc W Z 2 � G zv2 p ,NcD L) O '^ S v Vi I� v v Q_ r7 LI FLI O) FIGO v ex-1) m a v _S C CJ ] V Z Ur IF V, .. o�N g� Cn Z O Q Cn U >- w ct co y (J J Ld DATE 4 -10 -14 DRAWING NO SD2 8175BASE SHEET 1-0 OFD PIPE TABLE PIPE L H DISCRETION 1 28LF 4" DI CL50 DIG. 6LF 4" DI CL50 3 52LF 4" DI CL50 4 41LF 4" DI CL50 GJM 6517 4" DI CL 6 5LF 4" DI CL50 I 51LF 4" DI CL50 8 38LF 4" DI CL50 9 67LF 4" DI CL EXISTING SANITARY SEWER MAIN 6LF 4" DI CL50 '.., 2LF 4" DI CL50 3 CK 5LF 4" DI CL50 .. 122LF 4" DI CL50 PIPF NAME 5LF 4" DI CL50 6LF 4" DI CL50 128LF 4" DI CL50 6LF 4" 01 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. OCONTRACTOR TO INSTALL TYPICAL 4807- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS MOT & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET W01. ® 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 WIH. © CONTRACTOR TO INSTALL TYPICAL 1021F- 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. I I i ( 1' OI l a ) f r✓ �� •. YJ "hk N49 28'g4 W BUILDING FIRE LINE NOTES CONTRACTOR TO INSTALL(1) 8 "X8 "X4" TEE W/ THRUST BLOCK ® CONTRACTOR TO INSTALL(I) 4" 90' BEND W/ THRUST BLOCK. ®� CONTRACTOR TO INSTALL POST INDICATOR VALVE (P✓I) PER CITY OF YELM \ STANDARDS. ®f CONTRACTOR TO INSTALL FIRE DEPARTMENT CONNECT (FDC) PER CITY OF ) �� YELM STANDARDS. unary CONFLICT NOTE: CAU77ON 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 SURVEYNG 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 U TILITIES AT LOCATION S OF NEW UTILITY CROSSINGS TO PHYSICALLY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPONIFTHE S SHOULD OCCUR, THE CONTRACTOR SHALL CONSULTLARSONR& ASSOCIATES, INCUTO RESOLVE AILLI PROBLEMS PRIOR To PROCEEDING WITH CONSTRUCTION. CONTRACTOR ,/ DEVELOPER NOTE: THE CONTRACTOR AND /OR 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 ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND ' /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVEL) IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION Mp TERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. II NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 'RC?IECTS \F1 15 Yel- , A I�en ^t FM1tG- D�Nr�8� 15 B4� _d�nr7. 17/0 ")n'4 _ ;7., F? ^..'. �� cl - -n" ;n -A Tn7rnn RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. WATER PLAN I I .1 'la ,1 `a •13 .1 TION e ___. _. -- --r- -e e I s •Y -- S49323 -------------------------- ________________10_SIDE YARD � _ sEraat'r<--- --- -Teaoeoscl 1 PROPERTY LINE — R/W LINE — — - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— T • PROPOSED 2" STEP SERVICE VALVE 5- 6 -14 PROPOSED SIDEWALK GJM I - -- 456 - -- PROPOSED CONTOUR I I EXISTING CONTOUR I EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE DD " ` EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN NT EXISTING CATCH BASIN '.., EXISTING POWER POLE 11 3 CK EXISTING FIRE HYDRANT .. EXISTING WATER MAIN ® PIPF NAME i Q a • � l a 2 I I I I 94.00,' 0 ® A. S'RINKI.ER ROQW -/ PROPOSED APARTMENT BUILDING "B" APPROX. F.F. 344.00 o U il Imo! J._ ___________ 64' -- - -- PROPOSED APARTMENT BUILDING "A °-. -. APPROX. -- F F. = 346.50 -- - 10`PSE EASEMENT PEP, AFN 3982737 - i n APPROVED FOR CONSTRUCTION BY: _ DATE: Dilec[orof 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 9 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND - -T'{�— PROPERTY LINE — 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 -- _ - EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN '.., EXISTING POWER POLE 11 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. EXISTING WATER MAIN ® PIPF NAME REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1-22-14 74 PER CITY MARK—UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM i v � • m I I I SSfO A gPGY�'i 8115 V U L 0 2 � � s W Z z U s Y U W 2 S O o G z a L1 � 2� U � W� m Gi zCm 70m X >�s ZNU o �r, '^ C V! � �W� V � rrV^nf c V U V `_T C 1 0 ti 4- V! '�; :_ g� Z cl- co ct- v / DATE 4 -70 -14 DRAWING N( WA T 8115SASF R /I/ER RUN APARTMENTS APPROVED FOR CONSTRUCTION Joe "uMeFR 8115 BY: DATE: Director C Public Works NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E., W.M. APPROVAL EXPIRLS: W k✓ _ C WLK — D O I W Y ' - - - -- - -- K AREA z - -- - -- -- -- -- -- �, / ' L C7 $ �O } 5 PAR ,� �J = -: 0 1i CONSTRUCTION NOTES iO CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WD7. 20 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 WD7 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET W[7. OCONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD7. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WD7. © CONTRACTOR TO INSTALL TYPICAL 63LF - 1 1" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD7 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD7. O7 CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. ALIGNMENT 'A' PLAN HORIZONTAL 10 r 0 Mw m ut zI- II p � PROPOSED GRADE ® F RIVq � EXISTING GRADE © I� r, rip rilox ALIGNMENT 'A' PROFILE VIEW HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ,PPOIFr7� °'1 1 c 'al -n ' ). ' ,1rr fL, cI, — n�v(' \R' 15 jp Ic rpl "Y ' 1. 7 ""- PM_ V i- c6`--01'N _)r^ Tf7" "'I") SCALE: 1 " =20' 0 10 20 40 tOPOSED 'ARTMENT Pt OING "A" �0 PROX. VERTICAL DATUM .= 346.50 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 R4 PROPERTY LINE DATE DESCRIPTION R/W LINE —R'At, - - - - EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER p IW B' PVC(NY -150) WATER NAM ® PROPOSED WATER METER W—W i1 � B PVC(CL -150)_ WATER PROPOSED SIDEWALK olF—e' PYLYO!-' ,30) WATER UAW - -- 456 - -- PROPOSED CONTOUR - EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT — 4MF�r PWCL -15o) WATER UM D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE 1, EXISTING SANITARY SEWER MAIN ❑ 4QSTA: 1iI1. d3T.T 121 STORM EXISTING POWER POLE CR�SSING EXISTING FIRE HYDRANT EXISTING WATER MAIN 1- 4 -A7N5' TEE ''I 1 1»B' OATEN VALVE 1- 20LF -FW�' HMRANT SPOON ' _sNZIf -. . -- 4E. � 1+67.6&3.31 1:E. 9 A JJf•itMN16g STA. Ex a" SEWER 1. -34 LE-342J9 1S-TAI5: N0 D czossrNC CONNECT 1D B B' INSTALL INSTALL' THRUST BLOCK 'I I 1-B')W X4' TEE 1-45' BEND THRUS7 BLOCK ! THRUST BLOCK N to u7 i(] cD <D N N ID N c0 N N c0 N t` uj 0 +80 0 +90 1 +00 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' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ,PPOIFr7� °'1 1 c 'al -n ' ). ' ,1rr fL, cI, — n�v(' \R' 15 jp Ic rpl "Y ' 1. 7 ""- PM_ V i- c6`--01'N _)r^ Tf7" "'I") SCALE: 1 " =20' 0 10 20 40 tOPOSED 'ARTMENT Pt OING "A" �0 PROX. VERTICAL DATUM .= 346.50 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 R4 PROPERTY LINE DATE DESCRIPTION R/W LINE —R'At, - - - - EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER p PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W—W PROPOSED WATER MAIN PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT 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 14 W1 0 m v n !i � 2 L r') V Q Ol W m Q J w Z2cc O m �a¢ � v = v Q M �r a� o� Q � v c � 4 C � s C) U I. m a: � v V 1 LQ O W CL CIA fZ � V Q DATE 4 -10 -14 DRAWING NO. 8115BASE SHEET !L! OF Z2' CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WD1, O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD? & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD7. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRAC70R TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WDI. © CONTRACTOR TO INSTALL TYPICAL 63LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS W01 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. A /VER RUN APAFITME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. BUILDING "A" APPROX. F.F.= 346.50 348 \3Rg 346. © 1 112" WA TEI7 SERVICE , (TYP) 344 _.. ;. LZI 342 340 - 338 WATER AWALL 1-45, am THRUST BLC PARK AREA ALIGNMENT °B° PLAN VIEW _HORIZONTAL SCALE: 1 =10 ' m I \ � XISTING GRADE / OF DIVE ..---- _.. Oi 1 117" WATER SERVICE (TYR) PROPERTY LINE N 1- 800 1 -800- n� O h N m r 0 0 O ^ 01 Ar-,I 01 I \ � XISTING GRADE / OF DIVE ..---- _.. Oi 1 117" WATER SERVICE (TYR) 334 I APARTMENT BUILDING "B " APPROX. F.F. = 344.00 APROPOS D GRADE ¢ OF DRIVE ! I 4F"-B' P60(CL- 4" WATER CRO$SING� 12' STORM '.. ! CROSSING O> PROPERTY LINE N 1- 800 1 -800- 336'1 O M N 334 I APARTMENT BUILDING "B " APPROX. F.F. = 344.00 APROPOS D GRADE ¢ OF DRIVE ! I 4F"-B' P60(CL- 4" WATER CRO$SING� 12' STORM '.. ! CROSSING O> PROPERTY LINE N 1- 800 1 -800- O O M N m r 0 0 O ^ 01 Ar-,I 01 -M N}ORANI, BLOW '-/912('142 PM.` \rr! PTncF,") O N N cMD M r] M r O W N r <p m N O O EXISTING STORM MANHOLE D D rn O ;:N rm N ❑ EXISTING CATCH BASIN EXISTING POWER POLE L:1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 EXISTING WATER MAIN M M r0 M r'] M M M M M rD M r0 M M M 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 ALIGNMENT 'B" PRORLE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE: - Di ®ctoc.fPublic Wod¢ APPROVAL EXPIRES: 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 LEGEND —Pfd PROPERTY LINE CALL CALL 1- 800 1 -800- - 424 -5555 BEFORE 424 -5555 BEFORE 1INOTE: YOU YOU DIG. DIG. ,pno_!rr'TS \gl1rY- m f-8' k7ATE VALVE LE WSTALU ® lr- Ar-,I 15- n /kc�_dw,,. -M N}ORANI, BLOW '-/912('142 PM.` \rr! PTncF,") APPROVED FOR CONSTRUCTION BY: DATE: - Di ®ctoc.fPublic Wod¢ APPROVAL EXPIRES: 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 LEGEND —Pfd PROPERTY LINE III f- 9')!8—'X8' III TEE SrA:f +SB.81:fot7 — ADDITIONAL 10' UTILITIES EASEMENT m f-8' k7ATE VALVE LE WSTALU ® PROPOSED WATER METER LYE' —W I- 10LF TINT -M N}ORANI, BLOW �Op. i i 71NI1Sr iBLCCK r f M O M N cMD M r] M r O W N r <p m N O O EXISTING STORM MANHOLE D D EXISTING STORM MAIN ;:N N ❑ EXISTING CATCH BASIN EXISTING POWER POLE L:1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 APPROVED FOR CONSTRUCTION BY: DATE: - Di ®ctoc.fPublic Wod¢ APPROVAL EXPIRES: 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 LEGEND —Pfd PROPERTY LINE RfW-- R/W LINE — — — — EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER p PROPOSED FIRE HYDRANT ® PROPOSED WATER METER LYE' —W PROPOSED WATER MAIN T 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 .. EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE L:1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT . EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 7 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 OR NUMHER 8115 0 I z W Q w <D vI �I m �rn m �v �s 0 v r� r z lv co v Q n N rn 'A o VU�J V 6l V C Lc ti 0 Li � •, u � 1 w I.i m J wL l` O zct CL z� C.7 Z J Q Q ^J^ �-L DATE 4-10-14 DRAWING N( W2 8175BASE SHEET 12 OF ,'„ `W VJ 1(_ V/� J W cc r� V Z O 2 � LE -34269 NSTA k I-ea im 3-0' CATE VALVES THRUST ROCK RI VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF^- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI. OCONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- 113" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA L FIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. OCONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDI. OS CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WDI. © CONTRACTOR TO INSTALL TYPICAL 63LF- I �" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & W92. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. O7 CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. 346 HORIZONTAL SCALE: -1=10 338 12" STORM 2" SEWER '122F-4- D1(CLliO) FIRE WE CROSSING ROSSING (181"(MIN,) ._.� 6" (MIN.) 208 p r L CALL 1- 800 - 424 -5555 181E 8' PYC(a -130)\ BEFORE YOU DIG PROJSC'TS \81 IS '.. RMA 3_ I-8 (8' TEE 7 4' SSFY ',, I r.',nit M61TER MAN PER CITY MARK -UP ]BY STAB MS o 17.1 7012T A 42 s r L9 73tF B' PYTXCL -100) M61TE7P MAN V r7 LE�i37.00 LE -M7.44 NSrALL•. l7 s (j (n Q LV T^ 86) 014' RED 1-w BEND 1 -4' PN THRUST BLOCK '... 334. THRUST BLOCK ''.. W ) O^ c0 V a r N M N o m M O —0 +40 —0 +30 —0 +20 —0 +10 0-00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 0 +70 +80 0 +90 1 +00 ALIGNMENT 'C' PROF /LE VIEW HORIZONTAL SCALE. 1 " =10' VERTICAL SCALE: 1 " =2' ILNOTE: m N CALL 1- 800 - 424 -5555 m BEFORE YOU DIG PROJSC'TS \81 IS Yc' n ' w, nr- - +: , M I r.',nit '11"112M ' -)"S "7 `IN,' \ \, c! ,,cr 'Cl 12Olf -4' DI(CL00) FM Lw_ APPROVED FOR CONSTRUCTION BY:__ DATE: Director of Public Worla —' APPROVAL EXPIRES: SCALE: 1 10 0 5 10 20 0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BV: 7252 CASED CONCRETE MONUMENT WITH BRASS CAP @ INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND �4— PROPERTY LINE — I?fiY— 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 H EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN �q 0.00 PROPOSED TOP OF PAVING SPOT FLEVAPON (100 EXISTING TOP OF PAVING SPOT ELEVATION m N rn m m o� 'Um PER CITY MARK -UP M Iq M M 1 +10 1 +20 1 +30 1— +40 1 +50 APPROVED FOR CONSTRUCTION BY:__ DATE: Director of Public Worla —' APPROVAL EXPIRES: SCALE: 1 10 0 5 10 20 0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BV: 7252 CASED CONCRETE MONUMENT WITH BRASS CAP @ INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND �4— PROPERTY LINE — I?fiY— 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 H EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN �q 0.00 PROPOSED TOP OF PAVING SPOT FLEVAPON (100 EXISTING TOP OF PAVING SPOT ELEVATION 1 +60 1 +701 +77 REVISION BLOCK NO. DATE DESCRIP71ON 1 'Um PER CITY MARK -UP 2 3 -19 -14 PER CITY MARK -UP 3 5- 6 -14 PER CITY MARK -UP ]BY o L9 L.I V r7 1 +60 1 +701 +77 REVISION BLOCK NO. DATE DESCRIP71ON 1 1 -22 -14 PER CITY MARK -UP 2 3 -19 -14 PER CITY MARK -UP 3 5- 6 -14 PER CITY MARK -UP ]BY o W3 JOB NUMBIK 8115 n N c s CL or W rn ttt �5 W Zs� Jn H, �vr Z N � � v co � I v r, Q�Gs rn 'w o rn ac v C � n U F� O'^� co C) J O 1z cl:� W CL z J Q Q � CL DATE 4- -10 -14 DRAWING N( 8175BASE II � U o L9 L.I V l7 s (j (n Q LV N c s CL or W rn ttt �5 W Zs� Jn H, �vr Z N � � v co � I v r, Q�Gs rn 'w o rn ac v C � n U F� O'^� co C) J O 1z cl:� W CL z J Q Q � CL DATE 4- -10 -14 DRAWING N( 8175BASE GENERAL WATER NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD i,'ECIFICADONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458 -8410 TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. J. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SON) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION E -30 GS)8 POLYVNYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AMA C900 CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIOYS SECTION 9- 3111(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL Q AL T 0 OR GREATER THAN THE SDR 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 WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS NON RISING STEM ) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT L NN Y, ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, GLOW 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 AWO HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED, 6, ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERWC H ES SHALL BE INSTALLED WTH SHALL LL CONTINUOUS AS TR ACER TAPE INSTALLED 12" TO 18' UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE N EC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE D OR APPROVED EQUAL, L 1 N ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAI GE BODY SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT I UP AND TIED OFF AT VALVE BODY ALL WIRE AL, ALL LIONS SHALL USE WERE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY MARC OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR ARE ON THE WATER MAIN. A. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCN 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 1 4 INCH INTO CONCRETE. / E E. 11. CALL UNDERGROUND LOCATE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR i0 ANY EXCAVATIONS 72. PIC CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBURNG 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 PAC_ 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. 74. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A PUNCH LIST'PREPARED BY THE GELS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE MP CO LEEDD. ALL ITEMS OF WORK SHOWN N 0 THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY 1 PR OR i0 ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 76. 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. Ci /!..�. / I I {- TOP !VIEW X _ Ell I f- ti TOP (VIEW TOP VIEW i LOADS - PER 5 0 UA 22 -1/2' BEND - 10 S\ T WYE PRESSU DEAD END OR TEE SIDE VIEW �• \f\ . 11 1 2,000 4,000 i _ 2,600 SIDE VIEW SIDE VIEW 4,400 \ \` TEE CROSS GATE VALVE I 14,300 HORIZ. BEND 4,000 2.000 10,100 10" �\R,F\� / /j < /i\V \F /j\Z �Qi O\ _ 3,100 15,800 12" 32,000 17,40D f 4,500 22,700 14" 1 43,600 23,600 12,100 61100 F ' C4 I I raVe/v��V��"✓v�/ TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS -1 ' " 0' OR 1 - 8 s I 3 SEAL W ITH ARd000W -C6O" v 21 PVC PIPE P / v m w n NSFDOR RMING TO ASTM ACE - W - 0 3034. RISER PIPE TO BE w i CSTC a U I PLUMB AND CENTERED It OVER VALVE STEM. _VERTICAL BEND a CITY OF YELM, WASHINGTON I U DFP?. OF PUBLIC WORK_5_ NOTES: w STANDARD 1 TAGAIINST BE OEARTH, POURED UNDISTURBED BLOCKING DETAIL 2. PLASTIC BARRIER SHALL PLACED DE- INSIDE PAVED ROADWAY TWEEN ALL THRUST BLOCKS & FITTINGS. nco Dwa ND. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM - (N= 6 -13 DIAMETER. PUBLIC WORKS DIRECTOR DATE OCS _110N, CKD. DATE ES JEG TP 4/2007 Top view operating nut m Imo- Limits of payment Point Hydrant Weather stiold �u Sun Yellow High and Hydrant Lock Grade Enamel Bonnet -.. It 13312 -Lb -- - 2 /2 "Hose co gnection R inroads HYDRANT OFFSET _.- - -41/2 "Steamer Ponneclion with PST Ihryods See valvo bou antl & 5" Siorz adapter valve stem detoli- foo Style S -37 ./SC cap 6 -11 4 eA n 16 " -24" I / � Ground To s i -- Stand i - ut Ape french depth - 3' Minimum - 6" Flanged fire hydrant tee Each P' e Joint M., 1106 p _ EDAA Iron - T # g' Inc. Megalug � -- - 6' Clas s 52 du -' pipe cut to Is�ll lh iron . g 6" t 9 a e 'Ile, • FL % MJ See note o e below II I-4 "z8 "x16" concrete block `Hydrant shoe LBockfill to top of drain ring housing bolts with 2" washed rock as shown Plastic barrier between /6, K 6' sheet of 11 mil. plastic or con- thrust block and tee Notes tructi n fabric covering 2' Washed Luck Concrete thrust block I Hydrants s Shall be a Located 1 ed in cost-in-place e a ain t accordt e with Secti on 6,060. filling only In addition. t mted working three foot radius provided , clod working area shall be provided a ound all hydrants. 2 Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON Reliant si Y le 929 claw M ollan or DEPT. 0c PUBLIC C WORK S American LINK Series 2780 or Mueller Centurion T'1 I� P 3. Gate valves shall be resllleot wedge FIRE IR E H YD R A N I NRS with 0 -ring seek. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -80. APP -may ,_ Ow` ND. Valves shall be Mueller M &H, Kennedy, _ L, l' ¢ -1 Clow R/W or Waterous Series 500. -PUBLIC WORKS DIRECTOR GATE 6- 4. Fire Hydrant l ord lock payment i s re wired P Y required . LS DAMN CKD. will order and DATE Y Install. ES I JEC UP THRUST AT FITTINGS PIPE DIAMETER IN POUNDS 90' OEND THRUST AT 200 POUNDS 45' BEND LOADS - PER 5 0 UA 22 -1/2' BEND - RE INCH OF WATER 11 -1/4' BEND PRESSU DEAD END OR TEE 4" 3,60D 1 2,000 4,000 500 _ 2,600 6" 8,000 4,400 2,300 1,200 5,700 8" I 14,300 7,700 4,000 2.000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,40D 81900 4,500 22,700 14" 1 43,600 23,600 12,100 61100 30,800 16" _57,000 30,800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING: SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F ), EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LOS r 3000 LB /S.F. = 10.7 S,F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 0 S. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH DE COVER OVER THE PIPE EXCEEDS 2 FEEL 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 CLAY HARD SHALE 10,000_ CITY OF YELM, WASHINGTON DEPT, OF PUBLIC WORKS THRUST LOADS A DWG. N0, _Ouauc WORKS DIRECTOR DATE 6-14 DES. DWN, CKD. GATE F$ - NEC TP ATE I� NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ,,PRO)FrTS" 01.1'; RECESSED HANDLE TYPE INSTALLATION REQUIRED EOU ED FOR EXTENDED N 0 E FOOT TOP C 0 VALVE BOX BUTTERFLY VALVES, L ES. 1'' `'Im -1- moms" `-1\1 7j- C'° ' fC \87' 5 I3A` r.r'vo S ") /`11'' 2:5'! 1 r 'A. y' --FI ')c/TIN " ° -'P TDc'_04 RIVER RUN APARTMENTS NE 114, SE 114, SEC III TWN°17 N°, RNG. 1 E., W.M. NOTE. •• , 'Fi ! nol IUM 12 COPPER TRACER WIRE TIED OFF AT VALVE BODY, - GATE VALVE SHOWN - SIMILAR RECESSED HANDLE TYPE INSTALLATION REQUIRED EOU ED FOR EXTENDED N 0 E FOOT TOP C 0 VALVE BOX BUTTERFLY VALVES, L ES. COVER Q) VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X T HIGH GRADE STEEL 3' K 3' u 4" WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON INLAND FOUNDRY #248 CLASS 3000 70° 8 3/4 6.5/4 VALVE BOX WITH ry "WATER" CONCRETE PAD O X - CAST IN LID jjjJjJ VALVE LVE BOX I I I�]{ OR OECD 910 APPLY V O ^Z �'*i DWG- N0. ALL WELDS TO SHAFT SHALL BE 1/4 SECTION 6-11 FILLET WELD ALL AROUND. E - III FINISHED GRADE _D_AM / 4 e 0 a 4i > \ OUTSIDE PAVED AREA / \ 6 �v,'X < � - ` /�..vi�✓v / ? />� DATE es ", TRACER WI ftE 4/2007 -1 ' " 0' OR 1 - 8 s I 3 SEAL W ITH ARd000W -C6O" v 21 PVC PIPE P m w n NSFDOR RMING TO ASTM ACE - W - 0 3034. RISER PIPE TO BE w i CSTC a U I PLUMB AND CENTERED It OVER VALVE STEM. a � I I U in BALLAST w VALVE STEM RISER 0.5' CONCRETE CL REQUIRED WHEN MAX. "_. 36" IS EXCEEDED INSIDE PAVED ROADWAY (LENGTH VARIES) NOTE. •• , 'Fi ! nol IUM ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, - GATE VALVE SHOWN - SIMILAR EXTENDED E DED OUTSIDE FIVE RISER PIPE THEN INSTALLATION REQUIRED EOU ED FOR EXTENDED N 0 E FOOT TOP C 0 VALVE BOX BUTTERFLY VALVES, L ES. VALVE STEM EXTENSION LEGEND Q) VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X T HIGH GRADE STEEL WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON (1) 3/16" Thk X 5 1/5" CIA STEEL DEPT, OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER - - SHAFT. STANDARD O X - TUBING TO FT OPERATING STEEL TU VALVE LVE BOX NUT. LENGTH AS R EOUIRED. - NOTE:_ APPLY V O ^Z �'*i DWG- N0. ALL WELDS TO SHAFT SHALL BE 1/4 PUBLIC WORKS DIRECTOR 6-11 FILLET WELD ALL AROUND. E - _D_AM .DWN CKD. DATE es ", TP 4/2007 RESTORA N - ON DEPTH - vAPoES \ THAGC TAPE i0 16 UM1'OEH THE FINAL 4HAD AOF, Fl TRENCH BACKFILL - -- TRACER WIRE (SEE GENERAL SEE NOTE 1, 2, 3 / IWAFER NOTES N0. J) & 5 6 MIN, BEDDING MATERIAL IT MIN. SEE NOTE 4 UNDISTURBED SOIL N0IES: 1. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2 NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSEO. 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 HEAVILY COMPACT S NATIVE T HE $H LL IS LL MATERIAL SHALL HE SOHifU OR SCREENED $0 THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND CR OTHER CITY APPROVED EQUAL. NO SUBSIUTIONS WILL RL ALLOWED WITHOUT WHITER AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTAHLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WEDGY STANDARD SPEQFICATGNS FOR THE PIPE TYPE BEMr SPFCWIE- CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING DWG. NO, PUBLIC DIRECTOR BATE �6-1-5 DES. DWN. - CKU- DAW JEG TP 4/2007 E VALVE AND HOUSING AND SDP -21 PVC PIPE HOUSING UES DWN. CKD. DAZE ES JEG TP 4/2007 Of n p. 6 8' TOP VIEW V +"`9" °v1 ua ryo-pv COljF� (SET OW GROUND INSTALLATION) f,RAbEL 12" MIN. NOTE' ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSCMBfY SHALL LAY HORIZONTAL 4N TII CHOVND. - DESIGNED FOR EACH SIPHONACE AND BACK PRESSURE - THOHpUGHCY FLUSH LINES PRIOR TO INSTALLATION OF EACH FLOW PRCVFN ER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE OCVA MAY BE INSTALLED ABOVE OR BEL014 CITY OF VELA/• WA bHNGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET OFF' T. OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. �.. - - - VALVE SHALL BE PROTECTED FROM FREEZING comornous DOUBLE CHECK VALVE - THE BACK Flow AssEMetr sH4u BE A CURRENT ASSEMF3LY 2" AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODEL -API UMBING PERMIT IS REQUIRED. FILED NO PUBLIC WORKS DIHECT)N oaTc _ OF$ DWN, CKD. DA rE -- KH JEC iP 4 APPROVAL EXPIRES:_ PLAN LAN 0 0 1 I 6' YIN. - AIl11� �`_J CJ 6 (3 5 4� 8 4 2 OR PLASTIC 2: I �� CONCRETE I 7T Box E I (D MIN. 1 7 ter-- - - - FLOW �6� 2 I . c> GRAVEL BASE i0 BUILDING 09 MATERIAL LIST: 12" THICK IRRIGATION SYSTEM '. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5, SHUT -OFF VALVE 6, CHECK VALVE (D.S.H.S. APPROVED) CITY OF YELM, VJASING]ON T. RELIEF VALVE DEPT. OF PUBLIC WORKS B. TESTS COCKS - - -- - - 9. DRAIN To c4YCpHT REDUCED PRESSURE I O.Plucs IN TEST COCKS BACKFLOW ASSEMBLY CENTRAL NOTES: FOR 2" OR SMALLER A. THOROUGHLY FLESH LINES PRIOR i0 INSTALLATION, B. DIAMETER OF PIPE AND FITTINGS _ �/Pf¢OyE DWG. NO C. REFER TO DEVELOPMENT GUIDELINES SECTION 6 -110 , M� -- FOR TURTHER INFORMATION. PUBLIC WDKKS OIRELION pATr 6-17 D. DO NOT INSTALL IN AREA SUBJECT i0 FLOODING DES. pWN. CKD. DATE KH JEG r' 4/2007 2-I/1' IIPC aEPAKtNCHT RpISCD LETTERS INTEL CONNECTION �••AUTD SPRINKUR• SCHEDULE 40 - GALVANIZED STEEL 2i -so• re "x to ' xe' CONE BLOCK _TI III L}-TI m K�F. -- scx¢ouLE m cALV.wnD siE[L wRRPPLN WIIn A uhL jSPUWc -.J CITY OF YELM, WASHINGTON 9EP1__ F PUBLIC WOKK4 EIRE DEPARTMENT CONNECTION APPROVED__ UWG. NO PUBLIC WORKS DIHECI UN DATE 6 -4.4 DES. DWN, CKD. -- IF APPROVED FOR CONSTRUCTION BY:__ DATE:____ _ Director of Public Works /2007 SIZE q t411 APPLID R Llp 7BOk -BCE n3o z t2 BAS[ OP APPROVED EGUAL 2" 77 1 zl rc .,I a METER -- 3 BOX i 1 112"-2" P _ OIYETHYLENE LINE BALL VALVE - IT" I t/2 MALE __� �A - - -� ADAPTER BALL VALVE 2" RESILIENT (CURB STOP) €I`xrraBtFpFRE wcocE GATE VALVE LE If CI E.H VA V - LE SERVILE SADDLE ROMAC 2025 OR I--- = �• - - - +1 2Y. SLOPE TO_ BOX 45" i0 CENTER OF BO% CURB B CHECK VALVE LE 14 GAUGE ' BALL VALVE INSULATED COPPER A A TONING WIRE �A WRAPPED - METER AROUND THE I f/2 - 011 -666 REST PIPE (SEE 2" 011 -7]) GENERAL 1 1/2' C66 - 66,� B 2" - C86 - 7J NOTES N0. FORD PACK J JOINT ) CORPOR4T10 0 - STO TYPE - B f - PLASTIC LIKE NE USE 200 IS PHILLIPS DRISCO PIPE BY-PASS VALVE 5100 POLYETHYLENE PIPE) W /LOCKABLE CAP FORA BA L ALVE WITH PACK JOINT & FEMALE L I � I 1/2 " -2 -' M4LE I.P. THREADS NIPPLE SERVICE SADDLE CITY M, OF VEIL WASHINGTON 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF PUBLIC WORKS PACK JOINTS. - -" 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1/2" TO 2 " GASKET AND I.P. THREADS. T p 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE I 1/2" _ - FORD VBH 6- 7 15815 OR _ EQUAL 2" - FORD VOTE - - - - -- -- Ti -15 1 B 7 OR EQUAL APP k0 VEJ Owc. NO 4. ALL 1 1/2" AND ' 2' SADDLES LE$ ILL BE 2" TAPS WI1H BRASS 2" 2" N IPPLE ANO PUBLIC W R ORKS DIR iP Dzi 2" RESILIENT EG E 6-3 WEDGE GATE ES Nee n' 4/2007 REVISION BLOCK NO. DATE DESCRIP710N BY i 1 -22 -14 PER CITY MARK -UP Gild 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GYM �1 1 WD1 FUJI O S � W Z Z U s � LCI - N l fi- t fY r 7r r) "T �rn LL ITT �Q IV � z � HE 70ro Fr I-) UC V S ti C. LO J coIl V I 0 Q C� n' In N v0 � T rn a,C) 5 C � G Z F- pO 3 c N Z O U A-I�I'L U II .WWW��1 CLW co co J DATE 4 -70 -74 IRAWING NO 8175BASE iFFT 2.1 of 21 , EXISiG � R RESILIENT SEATEU , SHUTOFF VALVES J (4 REO MM C (2 REOb d" MAX 1 ) 3.. NO GALVANIZED PIPE ON INLET SIDE 6" MIN. - Of ASSEMBLY P 'lI 5 COR LA CEMENT SIDE VIEW METER VOX /2007 SIZE q t411 APPLID R Llp 7BOk -BCE n3o z t2 BAS[ OP APPROVED EGUAL 2" 77 1 zl rc .,I a METER -- 3 BOX i 1 112"-2" P _ OIYETHYLENE LINE BALL VALVE - IT" I t/2 MALE __� �A - - -� ADAPTER BALL VALVE 2" RESILIENT (CURB STOP) €I`xrraBtFpFRE wcocE GATE VALVE LE If CI E.H VA V - LE SERVILE SADDLE ROMAC 2025 OR I--- = �• - - - +1 2Y. SLOPE TO_ BOX 45" i0 CENTER OF BO% CURB B CHECK VALVE LE 14 GAUGE ' BALL VALVE INSULATED COPPER A A TONING WIRE �A WRAPPED - METER AROUND THE I f/2 - 011 -666 REST PIPE (SEE 2" 011 -7]) GENERAL 1 1/2' C66 - 66,� B 2" - C86 - 7J NOTES N0. FORD PACK J JOINT ) CORPOR4T10 0 - STO TYPE - B f - PLASTIC LIKE NE USE 200 IS PHILLIPS DRISCO PIPE BY-PASS VALVE 5100 POLYETHYLENE PIPE) W /LOCKABLE CAP FORA BA L ALVE WITH PACK JOINT & FEMALE L I � I 1/2 " -2 -' M4LE I.P. THREADS NIPPLE SERVICE SADDLE CITY M, OF VEIL WASHINGTON 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF PUBLIC WORKS PACK JOINTS. - -" 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1/2" TO 2 " GASKET AND I.P. THREADS. T p 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE I 1/2" _ - FORD VBH 6- 7 15815 OR _ EQUAL 2" - FORD VOTE - - - - -- -- Ti -15 1 B 7 OR EQUAL APP k0 VEJ Owc. NO 4. ALL 1 1/2" AND ' 2' SADDLES LE$ ILL BE 2" TAPS WI1H BRASS 2" 2" N IPPLE ANO PUBLIC W R ORKS DIR iP Dzi 2" RESILIENT EG E 6-3 WEDGE GATE ES Nee n' 4/2007 REVISION BLOCK NO. DATE DESCRIP710N BY i 1 -22 -14 PER CITY MARK -UP Gild 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GYM �1 1 WD1 FUJI O S � W Z Z U s � LCI - N l fi- t fY r 7r r) "T �rn LL ITT �Q IV � z � HE 70ro Fr I-) UC V S ti C. LO J coIl V I 0 Q C� n' In N v0 � T rn a,C) 5 C � G Z F- pO 3 c N Z O U A-I�I'L U II .WWW��1 CLW co co J DATE 4 -70 -74 IRAWING NO 8175BASE iFFT 2.1 of 21 ES Nee n' 4/2007 REVISION BLOCK NO. DATE DESCRIP710N BY i 1 -22 -14 PER CITY MARK -UP Gild 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GYM �1 1 WD1 FUJI O S � W Z Z U s � LCI - N l fi- t fY r 7r r) "T �rn LL ITT �Q IV � z � HE 70ro Fr I-) UC V S ti C. LO J coIl V I 0 Q C� n' In N v0 � T rn a,C) 5 C � G Z F- pO 3 c N Z O U A-I�I'L U II .WWW��1 CLW co co J DATE 4 -70 -74 IRAWING NO 8175BASE iFFT 2.1 of 21 UC V S ti C. LO J coIl V I 0 Q C� n' In N v0 � T rn a,C) 5 C � G Z F- pO 3 c N Z O U A-I�I'L U II .WWW��1 CLW co co J DATE 4 -70 -74 IRAWING NO 8175BASE iFFT 2.1 of 21 J DATE 4 -70 -74 IRAWING NO 8175BASE iFFT 2.1 of 21 TO BE I PSE PER RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, 7WN.17 N., RNG. 1 E., W.M. iil=I=Q/TG MAPGrII /GAACAIT 171 AAi 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 & SHT RSI. O CONSTRUCT TYPE IV CURB RAMP AS SHOWN AND PER DETAIL ON THIS SHEET. O CONSTRUCT TYPE 1 CEMENT CONCRETE APPROACH AS SHOWN AND PER DETAIL ON SHEET RSI. O CONSTRUCT 5' CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET RSI. O 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. OCONTRACTOR TO INSTALL STANDARD CROSSWALK AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET RS2. O CONTRACTOR TO INSTALL C.B.U. AS SI40M AND PER DETAIL ON SHEET RS2. AREA A NOTES DROS$. A CURB RAMp H1.1. a'. c. IN u..INS 1. MATE. width of associated w:prn -SEE COnnUCTPWis crosswalk or as shown' In the Contract Rana. OTEAl GRACE eBEEK 2. Where 'GRADE hinu IM1aenlhmmnr0thegrztle (ne O atlI aPanlsurta Planes shall e flush. GETELTA.E weamm. SURFACE- cJR. NAMP cUTI- BEE LGNRACT PIgNa LAND NO n front of Me Curb Ramp or on any pare of V,a CuT Ramp or U A. R. TABBING SEE srANBAxD PLAN IRS,0 MAE 4.P-10.12for Curb, Cumandpoesp GapeoperCetl.See ttendartl Pla h, Depressed CUm and GUMI,eM JBY melERwImry -I.r iD Pedestrian CUN tletails. mmiFUNS_ CURBMMP i RBMMPPEPT Lrcp, 5. SmStandan Plains enr CRIMUB Concrete Sidewalk deals. _ SUaucE- WHIN. EMENTCONCRETEBICEWNI(- SEE CON w The Bid Item 'Cement Concrete Cum Ramp Type "does not include s. one atl acerd Coca, cum and GUnhr, OapmssaC CUi and caner, Pedes�an Curo, or Sidewalk. GEE NOTES DUrb Ramp Landing, and Flares Shall receive broom nnlsn. See DEPRESSED CURB AND cuveR- PROVNE BMOOTI Cc NC MEASURED PARAUEL TYPE PERPENDICULAR 8 w i SI".To SID wdclR -TSEE N ISrvOWN WIM BIIFFERj O TEOTABI£WggryING SURFAf. E 91OEWAL( SEE CONRULiPUN - EI SEE STANDARD PLAN Fda,10 PEOESTR WI CO. 6 EE6TANINUDICARIF w OUR (TV P.I I -o. war C'. n' MIN . 1E'- 0'MA%. G., T. DI SLOPE iREA1MENi- FuRE IT SEENOIET S COUN IFEEPE- McExPAxslBnT y 6MpE BREM 1UFTTfTVP.I- SEE 6EMEARI"... 30 %RAx 6iANB/,pp 1. Famm JOINT mE) - pEPgE65EDCUtye ANDGORER- rM'pMp BEAR Fi FOP OF PAUE G IRAFD __ N. TO 510EWAK.T11ER, IF P �IwoITION Ni.OH TD BALE OI CURB jIVPJ- CEMENT WNCRETE Cape is :'I t> iBB %MIY. SEE L di1RAOr U. AREA ARBEE A NOTES DROS$. CUHa W.MP wmirva' -m Mlrv. L Provide a separate Curb Ramp fop a,In marked or unmarked crosawalk. TOMETCH M.NTLURRRAS Cum Ramp location shall he M.Ahe, wlthinlb¢ me II width of associated w:prn -SEE COnnUCTPWis crosswalk or as shown' In the Contract Rana. OTEAl GRACE eBEEK 2. Where 'GRADE hinu IM1aenlhmmnr0thegrztle (ne O atlI aPanlsurta Planes shall e flush. GETELTA.E weamm. SURFACE- 9 Do not place Gratings. Junction Bbnas, Access Covers, Brother appwta PEOESTRVw CURE SEE NOTE n front of Me Curb Ramp or on any pare of V,a CuT Ramp or U r p SEE CONRUCTllEF- tandn9. MIN' Mw. Seethe Contrail Plans for lM1e cur SEE srANBAxD PLAN IRS,0 MAE 4.P-10.12for Curb, Cumandpoesp GapeoperCetl.See ttendartl Pla h, Depressed CUm and GUMI,eM JBY melERwImry -I.r iD Pedestrian CUN tletails. FACE OF cuRO RBMMPPEPT Lrcp, 5. SmStandan Plains enr CRIMUB Concrete Sidewalk deals. _ SUaucE- M11th placement M adowd, w The Bid Item 'Cement Concrete Cum Ramp Type "does not include s. one atl acerd Coca, cum and GUnhr, OapmssaC CUi and caner, Pedes�an Curo, or Sidewalk. ARBEE cROSSwN% AEErri DROS$. LURa.ORLURe II The Cum Ramp maximum mnol5 IOpe sM1611 notp ma.theorm,mouth OTEAl PER CITY MARK -UP GETELTA.E weamm. SURFACE- AND GUiiE'R- SEE xorEa PEOESTRVw CURE SEE NOTE ]. In QXt¢¢d 1SI¢el to aVOid c hesln{je a eOpQ ad¢(INIIey WllBn fAnpQLYnQ Io sleep99 tles. When appolyy lg n(i U 3 SEE srANBAxD PLAN IRS,0 D JBY IS- Not nglh the running slope of the Curb Ramp a I I as flat FACE OF cuRO G F _ SUaucE- as feasible. L-1 FACE Oi cuga SEE MANDARD HEAR EPRESSE DW A P DUrb Ramp Landing, and Flares Shall receive broom nnlsn. See DEPRESSED CURB AND cuveR- ED slanaam sp.emoanpna a -0a. e MEASURED PARAUEL TYPE PERPENDICULAR 8 w rm BUFFER DEPRESSED was Arm curreR B TO CURB ITYP) cROSSwN% AEErri DROS$. DESCRIPTION II 1 1 -22 -14 PER CITY MARK -UP 2 3 -19 -14 PER CITY MARK -UP U 3 5- 6 -14 PER CITY MARK -UP JBY tJ LEGEND G F Or L-1 stn Pr.IN EnrvEN mRCRIOry PLAN VIER' R) AN VIEW ED TYPE PERPENDICULAR A I) TYPE PERPENDICULAR 8 w O ISrvOWN WIM BIIFFERj O TEOTABI£WggryING SURFAf. E EI SEE STANDARD PLAN Fda,10 PEOESTR WI CO. 6 EE6TANINUDICARIF C'. n' MIN . 1E'- 0'MA%. G., T. SEE NOTEA SLOPE iREA1MENi- BEE LpJ1R4CL PL.WS SEENOIET S COUN IFEEPE- SEE STANDARD PLµ F.10 6MpE BREM 5C 30 %RAx pEPgE65EDCUtye ANDGORER- 65 %MAX FOP OF EENO O __ ROAbNAV P CEMENT WNCRETE Cape uNOwc cMRe RAMP rvocuTTER -SEE rvorea b DEPPEAMEo ci SB MDGITEq EESrnxpnpo PLPNF1B.0 CURB RADIUS DETAILO SECTION O CEMENT CONCRETE CURB NAME �Pfc PERPENDICULAR CURB RAMP SHOET1 OF, SHEET ISOMETRIC VIEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 6120113 1 1 /L.. LONGM /RE ST. S.E. PLAN VIEW HORIZONTAL SCALE: I =10 NOTE]: 1. WHERE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLPCEG LONGITUDINAILY, CIENTERIFID IN THE APPRO CH- < FORM AND UB6RyDE INSPILCIIIJIJ ARE REOUIHEU BEEORF POURING CONCRETE 3, REFER TO SECTION 48.140, YELM DEVEL.CPMENT GUIDELINES, A' ,f ,1P '�S��T "1 — �T-/�,1� ���5 —Ps =�,���; . F 71?" 1/` ') -r" l P�./ i \,. r Y"I(f _)r, r�rn—, CEMENT CONCRETE APPR AT. DWG. No. PUBLIC W(JRKS DIRECTOR DATE 4 -9 S -C I S -C I S -C E16.0 XISTING TRAFFIC LANE PROPOSED j PROPOSED PLANTER STRIP I 51DE'J✓ALK SECTION A -A PROPOSED NT S. WAY EXI'571(i I-- CUR5 RDIN E C, Z� 2 i PAVEMIENT 1^ z PATCH OJ zF >U WQ UN RMI 2 5' NEW SID NEW PLANTER EWALK PER CK -R23 APPROVED FOR CONSTRUCTION BY: DATE: Director of 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 O INTERSECTION OF YELM AVE, & TAHOMA BLVD, Ei 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES �D% �♦ )/ iL 'r?lTr(._ A - R 2 0.5:7. C. NEW CURB CUT FOR DRIVEWAY/ CURB RAMP PER THIS SHEET 8" C S.8 -C. / xg" ASPHALT CONCRETE STRUCTURE J NATIVE SOILS UNYIELDING SUB-BASE ST. S.E. PATC_H DETAIL59C0MP. N. T. S LEGEND --}I, PROPERTY LINE p 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 1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. ., EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION II 1 1 -22 -14 PER CITY MARK -UP 2 3 -19 -14 PER CITY MARK -UP U 3 5- 6 -14 PER CITY MARK -UP JBY tJ G Or C) 3.MIDp 141 p�y� DY ASH '• ��q�lA . / 14.SSf.IS t.¢�Va�� II FR II 8115 W n Ci ui N L 1 Il CTO O S n) U XI 'T 61 tit IY1 W 7 O ro U R �d2 O U F- tp Ci fA � M � v v Q "ri V, Q: Q e Cd V �C C S1 O O F V% c0 N Zj o tOCJ L] Z CL LLJ Z O CL O DAIS 4- -10 -14 DRAWING N' � II = Q _ U O tJ G Or C) ED « I) w O z EI U tq V W W 0 S W n Ci ui N L 1 Il CTO O S n) U XI 'T 61 tit IY1 W 7 O ro U R �d2 O U F- tp Ci fA � M � v v Q "ri V, Q: Q e Cd V �C C S1 O O F V% c0 N Zj o tOCJ L] Z CL LLJ Z O CL O DAIS 4- -10 -14 DRAWING N'