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R0-03 - C1-C22, 2020.03.18 - reducedWYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON - t� TRACT B TAHOMA TERRA PHASE 1, DIVISION i COVERED PHASE LINE _ AB OPEN SPACE 8' ASPHALT PEDESTRIAN TRAIL 3Ae TRASH . 4 CAR LL COVERED'. 4 CAR COVERED , G p _ GARAGE a GARAGE OMPACTOR 4 CAR COVERED LV 1 I: f- AREA GARAGE GARAGE P % (33 85x20' STALLS �.- ..2,R (36 F- - TYP.) -- DRIVE AISLE 'C° a.5'xzo STALLS (TYP) W FHy3 u�l 1101 PHASE ArW 2 w w W :: - - - I H 4 _ x (TYP FDC �V I c0 �Oc vER D ov�vt D 1 OVERED - -- - .VERED ° �� COVERED - COVERED� CO W o 15 w o 1 inch = 30 feet. APPROVED FOR CONSTRUCTION BY'. DATE: Development Review Engineer APPROVAL LONGMIRE ST SE I 3 VICINITY MAP 1<1<1<1<1<1 NTS -- / Q 1 348 1 - 2' LEGEND EXISTING DESCRIPTION PROPOSED � 64R CO2 E) MONUMENT S Rb Q ------- m -',_.•-D 3 I,:. b I —PROPERTY LINE v Y o ..; � ➢ Q:.� -.-. :.: i .. .. -.. 1 I.. ' 3 -- RIGHT OF WAY LINE r -------- AAL EXISTING FORCE EASEMENT LINE VDD o �,- w-_ __. ` \ `,nn Ci --� w -- I MAIN STUB AT BUILDING SETBACK LINE -------------- PS�� I RIGHT OF WAY.- 5 e CHAIN LINK FENCE e . - •> -a e e- WOOD FENCE -e e a N a \BUILDING 4 OPEN CE BUILDING 3 M 1 a BUILDING 2 <' 4 3 x WIRE FENCE V Z a _ \\�� 20 UNITS / L 4 1 3 BUILDING 1 Q--- - EL=349.8• p - 20 UNITS OPEN' PACE 16 UNITS � J I CONNECT TO CURB &GUTTER � v•� F EXISTING STUB. -- ---- --- EDGE OF PAVEMENT J W a �2 _ EL=349.8 SECOND FLOOR I Qi -� CONTOURS \ EL OVERHANG I r- STREET SIGN t fry m VI PIV -- �x I ❑ STORM DRAIN CATCH BASIN ■ a w ICE STORM DRAIN MANHOLE o STORM DRAIN CLEANOUT • 2 0 4000 & 3000 GAf\tON. 9 LL SD STORM DRAIN LINE BD W I RD ROOF DRAIN UNE —�tD -- O J STEP- TANK.- �I 2' 1 '1—mo- 5' sEcoND FLOOR ° 0 w ' 20 s000 & 300o caLLQN. o o FJRST FLOOR �3 `�54 9 20 1 j S SANITARY SEWER MANHOLE _ STEP TANK, TYPICAL) �1 - I f R OQ / J �. �1 5 R _ :, ACTIVI Y CENTERS" I I o SANITARY SEWER CLEANOUT • Vi s -- ANG 5 (TYP.) ?l YP) 7 OVERHANG �1 �ro \ 1/ I �� S SANITARY SEWS S m I - - 1" TYP - - -r - �- 9 -- -L- I SS SANITARY SEWER STUB _.. , ------ — -- -- _ a , a PASS LINE : - - - - - - - - - a ( O - 'o LL iS FIRE HYDRANT Y 9 •:PHASE N IP ASE UNE --. — — — — — — — — — — —`oE—N o m WATER VALVE N a I . .�A. °' ... .- _ — — v ❑w WATER METER 19 :. r O s TNG Y Cm, . A I THRUST BLOCK --� W .... ... ... - I M o _..-_ ... - ... .. .. r - -� W W - _ ... PO11NR A TY POLE W IN W �- —. w 7'x20' STREET STALLS WERRE FM ,� - FM- FM -. M - _ - _. x- -. __.__ ._ W w W W '_7 -..W o, \\\ I 1/ GUY WIRE ¶LI M M Y w FM FM 3 FORCE MAN FM ___- - —--- __ - --_ ___- _ w.. �� G GAS MAIN J N J g a� M FM FM fM .� <L t k — A 3 0 GAS VALVE ... .. GAS METER I MAIL BOX UTILITY NOTE 56' ROW DEDICATION NO1 28'E 596.42' \ -- u - TIO ASPHALT CONCRETE PROPOSED IRRIGA i METER ASSEMBLY. LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON / / I I ASPHALT OVERLAY I� V UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE ,� �i 21724420200 / \ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, CEMENT CONCRETE -.T J W J g AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY PROJECT STATISTICS SHEET INDEX W VERTICAL DATUM OWNER/DEVELOPER N Z CON POTHOLING THE UT AND SURVEYING THE HORIZONTAL AND VERTICAL GENERAL STATISTICS C1 COVER SHEET SAWCUT LINE ------------------- LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING SITE ADDRESS: 15025 TAHOMA BLVD. SE YELM, WA 98597 OPEN SPACE GROSS AREA 203,322 S.F. X NAVD 88 WYNDSTONE, LLC 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY PARCEL NUMBER: 21724420300 OPEN SPACE REQUIRED: 10X=20,332 S.F. ONSITE BENCHMARK: TOP OF CONC, SE 429 - 29TH STREET NE, SUITE A C2 EROSION CONTROL PLAN WETLAND c H GROSS SITE AREA: 4.67 ACRES 203,322 SQ. FT.) RECREATION PROVIDED: 20,281 SQ. FT. CORNER OF POWER VAULT ELEV = 346.55 PUYALLUP, WA 98372 fA D LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT TAHOMA BLVD S.E. ROW: 0.35 ACRES 15,146 S0. FT. PARKING OPEN SPACE PROVIDED: 4,167 SQ. FT. C3 EROSION CONTROL NOTES & DETAILS WETLAND BUFFER W p a CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY )) PHONE: (253) 927-7006 56' ROW DEDICATION: 0.76 ACRES 33,197 SQ. FT.) TOTAL OPEN SPACE: 24,448 SQ. FT. PRIMARY BENCHMARK CONTROL FROM C4 GRADING & PAVING PLAN Z p Z a AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE NET SITE AREA: 3.56 ACRES 154,979 SQ. FT.) THURSTON COUNTY GPS CONTROL NO. SURVEY BY TW= / BW= TOP WALL /TOE WALL Y w EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, 1252AZ 2° SURFACE BRASS DISK IN C5 RAMP AND INTERSECTION GRADING PLAN 0 U 3 THE CONTRACTOR SHALL CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS UTIUTIES: PHASE 1 STATISTICS WSDOT CASE MON AT INT TAHOMA BLVD E. TRUE & ASSOC. . CCLSX-� ROCK WALL C' N PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC., ASSUMES NO LIABILITY ELECTRICITY: PUGET SOUND ENERGY PHASE AREA: 113,631 SF.(2.61 AC.) SE AND SW BERRY VALLEY RD NAVD 88 P.O. BOX 908 CB ROAD A PLAN AND PROFILE '� w FOR THE LOCATION OF UNDERGROUND UTILITIES. GAS: PUGET SOUND ENERGY 56' ROW DEDICATION: 33,197 S.F. 0.76 AC. ELEV = 340.02 YELM, WA. 98597 C] DRIVE AISLE 'A' & 'B' PLAN AND PROFILES ® RETAINING WALL ® v+ TELEPHONE: YCOM NET AREA: 80,434 S.F.(1.85 AC.; (360) 458'2894 w CABLE: YCOM BASIS OF BEARINGS C8 DRIVE AISLE 'C' PLAN AND PROFILE 0 FILL SPECIFICATION SEWER: CITY OF YELM NOTES oo� BLOCK WALL Z LU FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WATER; CITY OF YELM TOTAL NUMBER UNITS: 36 UNITS MONUMENTS AND CORNERS FOUND AS SET C9 INFILTRATION TRENCH PLAN PARKING REQUIRED: 2 STALLS PER UNIT X 36=72 STALLS PER PLAT OF TAHOMA TERRA PHASE ONE, 1• PRIOR TO CONSTRUCTION OF CLEARING LIMITS (YWY1 WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY GARAGE PARKING: 8 STALLS DIV 1, AFN 3830707. CALC. POSITION OF INFILTRATION TRENCH, OWNER SHALL C10 STRIPING &DIMENSIONING PLAN STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, DENSITY STATISTICS ONSITE PARKING: 53 STALLS CONTACT GEOTECHNICAL ENGINEER TO INTERCEPTOR DITCH 3 N OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. EXISTING ZONING: R-16HIG-H DENSITY WEST LINE OF NW 1/4 OF SE 1/4 OF C11 GENERAL NOTES &DETAILS STREET PARKING: 46 STALLS VERIFY SOILS INFILTRATION RATE. IF MIN. UNITS REQUIRED: 8 UNITS PER GROSS ACRE SECTION 24. SILT FENCE—N--I(-- MAX. UNITS ALLOWED: 16 UNITS PER GROSS ACRE TOTAL PARKING: 107 STALLS SOILS ARE NOT AS INDICATED C12 GENERAL NOTES &DETAILS TOPOGRAPHIC NOTE TOTAL UNITS ALLOWED: 4.97 AC X 16=74.7 UNITS LEGAL DESCRIPTION CONTACT ENGINEER FOR POSSIBLE C13 GENERAL NOTES &DETAILS CHECK DAM o m THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS TOTAL UNITS SHOWN: 75 UNITS PHASE 2 STAIISTICS RESOLUTION. a O HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY NET AREA: 74,545 S.F.(1.71 AC.) PARCEL NO, 21724420300; 15025 C14 SANITARY SEWER & WATER MAIN PLAN OTHERS WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CES NW INC., SETBACK REQUIREMENTS TOTAL NUMBER UNITS: 39 UNITS TAHOMA BLVD SE PARCEL A OF CITY OF Designed: DPS CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ARTERIAL SETBACK: 35' PARKING REQUIRED: 2 STALLS PER UNIT X 39=78 STALLS YELM BOUNDARY UNE ADJUSTMENT NO. C15 SEWER & WATER -ROAD A PLAN & PROFILE Drawn: MRL ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH SIDE SETBACK: 10' BLA 140153 YL AS RECORDED JULY 18, C18 SEWER & WATER DRIVE AISLE 'A'&'B' PLAN & PROFILE Checked: CAD MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. REAR SETBACK: 25' GARAGE PARKING: 8 STALLS 2014 UNDER AUDITOR'S FILE NO. Scale: P'=30' TRENCH NOTE FLANKING SIDE SETBACK: 20' ONSITE PARKING: 92 STALLS 4400621. IN THURSTON COUNTY, C17 SEWER & WATER DRIVE AISLE C PLAN AND PROFILE Date: 03.16.20 TOTAL PARKING: 100 STALLS WASHINGTON. C18 SEWER NOTES & DETAILS Job No.: 06164 PARKING STATISTICS U 2 STALLS PER UNIT X 75=150 STALLS IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN PARKING REQUIRED: C19 SEWER NOTES &DETAILS CALL 48 HOURS Sheet No.: DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION GARAGE PARKING: 16 STALLS EARTHWORK QUANTITIES C20 SEWER NOTES & DETAILS FEATURES CONTAINED IN 11D5 DEMAND, 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BEFORE YOU DIG 'R"OeND� WA NEASIROT, PTED AR�"P ONSITE PARKING: 143 STALLS CUT QUANTITY: 4,310 CU.YDS. BEARINGS, DISTANCES. WETLANDS AND BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO C21 WATER NOTES &DETAILS RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS STREET PARKING: 46 STALLS FILL QUANTITY 4,771 cu.YDs. 1-800-424-5555 BUTTERS WERE OERIw.DFROM AUTBDC OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. TOTAL PARKING: 205 STALLS C22 WATER NOTES &DETAILS RE` xaASUPPUED BY ORWRS. 1 of 22 Sheets NOTE CONTRACTOR SHALL POTHOLE AND LOCATE POTENTIAL UTILITY CONFLICTS PRIOR TO CONSTRUCTION. r_N GRADING LIMITS (TYP) WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON (EXISTING POWER POLE & GUY WIRE TO BE REMOVED - CONTRACTOR IS TO COORDINATE Y9`i8-1.17 Y / DISTRICT-TO-KEEP-"VCEiO NEIGHBORING PROPERTIES WHILE OVERHEAD LINES ARE RELOCATED. FF -39125 13-�EYISTNG TELEPHONE PEDESTAL TO BE REMOVED IXISTING ON-SITE TO BE RELOCATED / / I I ❑ L�7� • ❑ \ \ BUILDING 4 \ FF -M 1 I I E CONSTRUCTION STAGING, EQUIPMENT / MAINTENANCE/STORAGE/WASHDOWN, z / AND MATERIAL STOCKPILE (INCLUDING 1 TOPSOIL) AREA 1 a / a I I PHASE UNE I I I I 78640000001 ROOK CHECK DAM rER DETAI TYP) C3 a� / r I I I I \ \ / EXISTING POWER POLE & GUY WIRE TO BE REMOVED CONTRACTOR IS TO COORDINATE WITH UTILITY DISTRICT TO KEEP SERVICE TO NEIGHBORING - - PRORERJIES WHILE OVERHEAD LINES ARE RELOCATED. Li TRACT B TAHOMA TERRA PHASE 1, DMSION 1 _.. _..—.. .. _.. GARAGE FF -34"M /l INTERCEPTOR DITCH PER DETAILTYP) \ 1 C3 Q�`P5�1 BUILDING 2 FF -349.8 BUILDING (TYP.) ` L41\ \ 1/ 0 0 +5 30 so 1 inch = 30 feet / � I I � I � I 3 r� I I I /7 q 9 / • NIS 3 O 2 4 �90 i I lol OVA 9L Y INLET PROTECTION / r SILT FENCE / / i 21724420200 PER DETAIL��(((TYP) CONSTRUCTION / \ PER DETAIL / ENTRANCEe / \ (TYP) C3/ / i C3 PER DETAI C3 (TYP) / \ STANDARD NOTES APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE ONES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. STABIUZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3 SEDIMENT TRAP AND OUTLET PER DETAI C3 SEDIMENT PON 31SER I PER DETAIL C3 � M 48 LF -12' SO ® 3.79% I I PROTECT EXISTING LIGHT AND POWER CONDUIT INLET PROTECTION PER DETAI TYP) I � \ I ISTING 10'x10' PSE Q Ii VAULT EASEMENT \ / TENT OF SIDEWALK & CURB & GUTTER REMOVAL I I I J I \ I I 1 I I CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF YELM. 2. STAKE CLEARING AND GRUBBING LIMITS. 3. INSTALL FILTER FABRIC FENCE AND CONSTRUCTION ENTRANCE. 4. FLAG INFILTRATION AREA LIMIT COMPACTION AND SEDIMENT LADEN RUNOFF FROM THIS AREA. 5, INSTALL/IMPLEMENT EROSION CONTROL FEATURES. 6. CONSTRUCT TEMPORARY SEDIMENT CONTROL POND PER PLAN. 7. CLEAR AND GRUB SITE AS NECESSARY TO INSTALL SITE IMPROVEMENTS. DURING WET SEASON, DO NOT CLEAR ANY MORE AREA THAN CAN BE STABILIZED, PER THE GRADING AND EROSION CONTROL PLAN, IN A GIVEN WORKDAY. DO NOT COMPACT INFILTRATION AREAS. 8. GRADE SITE PER GRADING PLAN. 9. INSTALL STORM SYSTEM PER PLANS. INSTALL INLET PROTECTION FOR NEW CATCH BASINS. 10. INSTALL FORCE MAIN AND STEP SYSTEM TANKS. 11. INSTALL WATER MAIN AND FIRE SUPPRESSION LINES. 12. CONSTRUCT PUBLIC ROADWAY AND PAVE ONSITE DRIVE AREAS IN PHASE 1. 13. INSTALL INFILTRATION TRENCH & PERKFILTER VAULT. DO NOT PLACE INFILTRATION TRENCH ON UNE UNTIL THE SITE IS FULLY STABIUZED. 14. STABIUZE UNPAVED AREAS OF THE SITE BY HYDRO -SEEDING OR OTHER APPROPRIATE METHODS PER THE EROSION CONTROL NOTES. 15. ONCE THE SITE HAS BEEN FULLY STABILIZED PLACE INFILTRATION FACILITIES ONLINE. 16. REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES AFTER SITE HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE CITY. 17. CLEAN STORM DRAINAGE SYSTEM PIPING AND CATCH BASINS. 18. CALL FOR FINAL INSPECTION(S) - PH SE NE i . ----------------- ego. . GARAGE \ _ o PHASE LINEjl ROAD / I I \ n I I I --❑ BUILDING 3 m FF -349.8 n i ]❑ ❑ / CONSTRUCTION STAGING, EQUIPMENT / MAINTENANCE/STORAGE/WASHDOWN, z / AND MATERIAL STOCKPILE (INCLUDING 1 TOPSOIL) AREA 1 a / a I I PHASE UNE I I I I 78640000001 ROOK CHECK DAM rER DETAI TYP) C3 a� / r I I I I \ \ / EXISTING POWER POLE & GUY WIRE TO BE REMOVED CONTRACTOR IS TO COORDINATE WITH UTILITY DISTRICT TO KEEP SERVICE TO NEIGHBORING - - PRORERJIES WHILE OVERHEAD LINES ARE RELOCATED. Li TRACT B TAHOMA TERRA PHASE 1, DMSION 1 _.. _..—.. .. _.. GARAGE FF -34"M /l INTERCEPTOR DITCH PER DETAILTYP) \ 1 C3 Q�`P5�1 BUILDING 2 FF -349.8 BUILDING (TYP.) ` L41\ \ 1/ 0 0 +5 30 so 1 inch = 30 feet / � I I � I � I 3 r� I I I /7 q 9 / • NIS 3 O 2 4 �90 i I lol OVA 9L Y INLET PROTECTION / r SILT FENCE / / i 21724420200 PER DETAIL��(((TYP) CONSTRUCTION / \ PER DETAIL / ENTRANCEe / \ (TYP) C3/ / i C3 PER DETAI C3 (TYP) / \ STANDARD NOTES APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE ONES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. STABIUZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3 SEDIMENT TRAP AND OUTLET PER DETAI C3 SEDIMENT PON 31SER I PER DETAIL C3 � M 48 LF -12' SO ® 3.79% I I PROTECT EXISTING LIGHT AND POWER CONDUIT INLET PROTECTION PER DETAI TYP) I � \ I ISTING 10'x10' PSE Q Ii VAULT EASEMENT \ / TENT OF SIDEWALK & CURB & GUTTER REMOVAL I I I J I \ I I 1 I I CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF YELM. 2. STAKE CLEARING AND GRUBBING LIMITS. 3. INSTALL FILTER FABRIC FENCE AND CONSTRUCTION ENTRANCE. 4. FLAG INFILTRATION AREA LIMIT COMPACTION AND SEDIMENT LADEN RUNOFF FROM THIS AREA. 5, INSTALL/IMPLEMENT EROSION CONTROL FEATURES. 6. CONSTRUCT TEMPORARY SEDIMENT CONTROL POND PER PLAN. 7. CLEAR AND GRUB SITE AS NECESSARY TO INSTALL SITE IMPROVEMENTS. DURING WET SEASON, DO NOT CLEAR ANY MORE AREA THAN CAN BE STABILIZED, PER THE GRADING AND EROSION CONTROL PLAN, IN A GIVEN WORKDAY. DO NOT COMPACT INFILTRATION AREAS. 8. GRADE SITE PER GRADING PLAN. 9. INSTALL STORM SYSTEM PER PLANS. INSTALL INLET PROTECTION FOR NEW CATCH BASINS. 10. INSTALL FORCE MAIN AND STEP SYSTEM TANKS. 11. INSTALL WATER MAIN AND FIRE SUPPRESSION LINES. 12. CONSTRUCT PUBLIC ROADWAY AND PAVE ONSITE DRIVE AREAS IN PHASE 1. 13. INSTALL INFILTRATION TRENCH & PERKFILTER VAULT. DO NOT PLACE INFILTRATION TRENCH ON UNE UNTIL THE SITE IS FULLY STABIUZED. 14. STABIUZE UNPAVED AREAS OF THE SITE BY HYDRO -SEEDING OR OTHER APPROPRIATE METHODS PER THE EROSION CONTROL NOTES. 15. ONCE THE SITE HAS BEEN FULLY STABILIZED PLACE INFILTRATION FACILITIES ONLINE. 16. REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES AFTER SITE HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE CITY. 17. CLEAN STORM DRAINAGE SYSTEM PIPING AND CATCH BASINS. 18. CALL FOR FINAL INSPECTION(S) - PH SE NE i . WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN ADAPTER SKIRT RETRIEVAL STRAP VARIES CITY OF YELM, THURSTON COUNTY, WASHINGTON EMERGENCY OVERFLOW SPILLWAY B. SEE DETAIL /-q1 STAFF GAGE WITH 1' ELEVATION 0 GEOTEXTILE FABRIC(MIRAFI 70OX a OR APPROVED EQUAL r SCHEMATIC DETAIL `\r\ r �. \ 1 `rr"i\`ir�i�'ry`rf �r`yr r OVERFLOW 2" TO 4" (TO BYPASS PEAK QUARRY SPALLS 2 x, 2 FLOWS)1§sem 1 T $ N FLAW -1� CHECK DAN ELEVATION ACCUMULATOR PROVIDE CB INSERT "STREAMGUARD FOR SEDIMENT" OR APPROVED EQUAL MANUFACTURER'S NAME: FOSS ENVIRONMENTAL ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 TELEPHONE: FOR INFORMATION: (800) 909-3677 �� TEMPORARY CATCH BASIN SEDIMENT PROTECTION 1 NTS EMERGENCY OVERFLOW 17 MIN •.� �. , a;•"lam �.(.l: 1 - ♦ f ?j• 1 Til lSl ll'!'_^?l �_�___1.�3��i:'��>=l! I. ACCORDANCEl' MIN MEN EL 341.0 6 RIP -RAP* RIP -RAP SHALL BE IN 1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. •/•A11RIP-RAP GRADEDWELL FOLLOWS: oo\A L 0O POND 1 / NTS ♦Jiiii rrrr. :_ \.. g p\ ria L = THE DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL ELEVATION. SPACING BETWEEN CHECK DAMS CHECK DAM SPACING FOR SELECTED SLOPES SLOPE "L" 1% 100' 2% 50' 3% 33' 4% 25' 5% 20' ROCK CHECK DAM DETAIL J NTS STAPLES OR WIRE RINGS (TYPICAL) FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. - 2"x2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT. WRE MESH SUPPORT FENCE FOR FILTER FABRIC. PASSING B" SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8° MULCH MATERIAL QUALITY STANDARDS APPLICATION RATES REMARKS STRAW AIR-DRIED; FREE FROM 2"-3" THICK; 5 BALES COST-EFFECTIVE PROTECTION WHEN APPLIED WITH PASSING 6" SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6° GROUND SURFACE PER 1,000 SF OR ADEQUATE THICKNESS. HAND-APPUCATION GENERALLY AND COARSE 2-3 TONS PER ACRE. REQUIRES GREATER THICKNESS THAN BLOWN STRAW. THE PASSING 2" SQUARE SIEVE 0-10%MINIMUM STONE SIZE 2" THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. IN WINDY AREAS RIP -RAP TO EXTEND TO THE TOE OF EACH FACE OF BERM STRAW MUST BE HELD IN PLACE BY CRIMPING, USING A TACKIFlER, OR COVERING WITH NETTING. BLOWN STRAW ALWAYS HAS TO BE HELD IN PLACE WITH A TACKIFlER AS EVEN LIGHT WINDS WILL BLOW IT AWAY. STRAW, .n HOWEVER, HAS SEVERAL DEFICIENCIES THAT SHOULD BE EMERGENCY OVERFLOW SPILLWAY CONSIDERED WHEN SELECTING MULCH MATERIALS. IT 77 OFTEN INTRODUCES AND/OR ENCOURAGES THE PROPAGATION OF WEED SPECIES AND IT HAS NO SIGNIFICANT LONG-TERM BENEFITS. STRAW SHOULD BE USED ONLY IF MULCHES W1TH LONG-TERM BENEFITS ARE ��J NTStam UNAVAILABLE LOCALLY. IT SHOULD ALSO NOT BE USED WITHIN THE ORDINARY HIGH-WATER ELEVATION OF SURFACE WATERS (DUE TO FLOTATION). HYDROMULCH NO GROWTH INHIBITING Approx. 25-30 lbs per SHALL BE APPLIED WITH HYDROMULCHER. SHALL NOT BE FACTORS. 6' MAX. USED WITHOUT SEED AND TACKIFlER UNLESS THE 2,000 lbs APPLICATION RATE IS AT LEAST DOUBLED. FIBERS ELEVATION per acre. LONGER THAN ABOUT 0.75 TO 1 -INCH CLOG CONTRACTOR SHALL PROVIDE HYDROSEEDING BURY BOTTOM OF FILTER 2"x4" HYDROMULCH EQUIPMENT. FIBERS SHOULD BE KEPT TO OR ROCK OR PROVIDE JUTE MATTING FOR DITCH SLOPES. MATERIAL IN 8"x12" TRENCH. OR E 0.75 INCH. COMPOSTED WIRE MESH S 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY MAXIMUM WATER LEVEL DITCH TO DRAIN 0.50% APPROX. 100 TONS INCREASING THICKNESS TO 3 INCHES. EXCELLENT MULCH FENCE (TO BE HANDLING. MUST BE PER ACRE (APPROX. 2 MINIMUM IN FLOW 2 PURCHASED FROM NOTES: ON THE DOWN SUPPUER WITH SOLID �1 DIRECTION 1 1. PLACE 1' OF 3/4"-1 1/2" OF THE FILTE COARSER SIZE GRADATION THAN COMPOST. IT IS MORE PERMIT (UNLESS WASHED ROCK OR PEA GRAVEL FILTER FABRI EXEMPT). DURING RAINY WEATHER CONDITIONS. CHIPPED SITE 0.5' MIN. ON BOTH SIDES OF FENCE TO MATERIALoCREATE VEGETATION BE SEVERAL INCHES. FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE GRADATIONS FROM A BEVEL SHAPE. 4qMlllN SHOULD NOT BE USED ON SLOPES ABOVE APPROX. LENGTH FOR TEXTURE, 10 PERCENT BECAUSE OF ITS TENDENCY TO BE PROVIDE WASHED GRAVEL'2. TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED INTERLOCKING WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS FABRIC SHALL COVER BOTTOM BACKFILL, 3/4"-3" IN TREuINTERCEPTOR EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS SWALE OF 8°x12" TRENCH AND EXTEND AND ON BOTH SIDES OF FIBEYOND WOOD- BASED NO VISIBLE WATER OR 2° THICK; APPROX, THIS MATERIAL IS OFTEN CALLED "HOG OR HOGGED MULCH DUST DURING 100 TONS PER ACRE THE LIMITS OF THE FENCE FABRIC ON THE SUINTERCEPTOR HANDLING. MUST BE (APPROX. 800 LBS. CONSTRUCTION ENTRANCES (BMP C105) AND AS A PURCHASED FROM A DITCH DETAIL GRAVEL IN ORDER TO MAINTAIN SUPPLIER WITH A ORGANIC MATTER IN THE SOIL. SPECIAL CAUTION IS SOLID WASTE HANDLING AN EXCESS OVERLAP OF 2° PERMIT OR ONE "CROSS-SECTION. t - EXEMPT FROM SOLID MINIMUM AS SHOWN IN TYPICAL BURY BOTTOM OF FILTERIN WOOD POSTS. EVIDENCE OF RESIDUAL VEGETATION IN ITS COMPOSITION MATERIAL IN B"x12° TRENCH. STANDARD STANDARD OR BETTER OR KNOWN INCLUSION OF WEED PLANTS OR SEEDS SECTION OR EQUIVALENT. 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 PATH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8-15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTAL 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. CONSTRUCTION ENTRANCE NTS UIRED SURFACE AREA = 2,413 SF IVIDED SURFACE AREA = 2,700 SF II=I I -1 1-I ZONE 911 -Wil - -1) I_ 50 EL -3a21 -1I STORAGE 11 LE =341.00 PERFORATED DRAINAGE TUBING 6" DIAMETER (1 STAFF GAUGE W/ 1' MARK FROM POND BOTTOM SILT FENCE BAFFLE 1.125" DEWATERING ORIFICE IE=342.50 MARKINGS. REMOVE SEDIMENT WHEN IT REACHES 1' IN DEPTH. P FREEBOARD (MIN) REQUIRED SURFACE AREA = 2,413 SF PROVIDED SURFACE AREA = 2,700 SF 2.5' SETTLING ZONE 1.5' SEDIMENT STORAGE 50 0 15 30 00 I inch = 90 feet EMERGENCY OVERFLOW SPILLWAY SEE DETAILe C2 8 SEDIMENT POND CROSS SECTION NTS 18" CMP RISER PIPE, OPEN AT TOP WITH TRASH RACK (PRINCIPAL SPILLWAY) r1.0' SPILLWAY DEPTH EMERGENCY OVERFLOW SPILLWAY CREST ELEV =343.00 HYDROSEED SLOPES FOR EROSION PROTECTION 48LF 12" SD 0 3.79% 341.00 \ ` CONNECT TO CB#4 ANTI -SEEP COLLARS NOTL 1. SEDIMENT MUST BE REMOVED FROM POND WHEN IT REACHES 1 FOOT IN DEPTH. 2. REMOVE TEMP. BENCH AND SEDIMENT POND RISER WHEN SITE IS FULLY STABILIZED. �1 SEDIMENT POND RISER DETAIL a N.T.S. SILT FENCE 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 12 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 SECURELY 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 FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR 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 DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. 13, DO NOT DRIVE OVER OR FILL OVER SILT FENCES. 8 SILT FENCE DETAIL NTS TABLE 3.7.MULCH STANDARDS AND GUIDELINES MULCH MATERIAL QUALITY STANDARDS APPLICATION RATES REMARKS STRAW AIR-DRIED; FREE FROM 2"-3" THICK; 5 BALES COST-EFFECTIVE PROTECTION WHEN APPLIED WITH UNDESIRABLE SEED PER 1,000 SF OR ADEQUATE THICKNESS. HAND-APPUCATION GENERALLY AND COARSE 2-3 TONS PER ACRE. REQUIRES GREATER THICKNESS THAN BLOWN STRAW. THE MATERIAL. THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. IN WINDY AREAS STRAW MUST BE HELD IN PLACE BY CRIMPING, USING A TACKIFlER, OR COVERING WITH NETTING. BLOWN STRAW ALWAYS HAS TO BE HELD IN PLACE WITH A TACKIFlER AS EVEN LIGHT WINDS WILL BLOW IT AWAY. STRAW, HOWEVER, HAS SEVERAL DEFICIENCIES THAT SHOULD BE CONSIDERED WHEN SELECTING MULCH MATERIALS. IT OFTEN INTRODUCES AND/OR ENCOURAGES THE PROPAGATION OF WEED SPECIES AND IT HAS NO SIGNIFICANT LONG-TERM BENEFITS. STRAW SHOULD BE USED ONLY IF MULCHES W1TH LONG-TERM BENEFITS ARE UNAVAILABLE LOCALLY. IT SHOULD ALSO NOT BE USED WITHIN THE ORDINARY HIGH-WATER ELEVATION OF SURFACE WATERS (DUE TO FLOTATION). HYDROMULCH NO GROWTH INHIBITING Approx. 25-30 lbs per SHALL BE APPLIED WITH HYDROMULCHER. SHALL NOT BE FACTORS. 1,000 sf or 1,500 - USED WITHOUT SEED AND TACKIFlER UNLESS THE 2,000 lbs APPLICATION RATE IS AT LEAST DOUBLED. FIBERS per acre. LONGER THAN ABOUT 0.75 TO 1 -INCH CLOG HYDROMULCH EQUIPMENT. FIBERS SHOULD BE KEPT TO LESS THAN 0.75 INCH. COMPOSTED NO VISIBLE WATER OR 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY MULCH AND DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3 INCHES. EXCELLENT MULCH COMPOST HANDLING. MUST BE PER ACRE (APPROX. FOR PROTECTING FINAL GRADES UNTIL LANDSCAPING PURCHASED FROM 800 LBS PER YARD). BECAUSE IT CAN BE DIRECTLY SEEDED OR TILLED INTO SUPPUER WITH SOLID SOIL AS AN AMENDMENT. COMPOSTED MULCH HAS A WASTE HANDLING COARSER SIZE GRADATION THAN COMPOST. IT IS MORE PERMIT (UNLESS STABLE AND PRACTICAL TO USE IN WET AREAS AND EXEMPT). DURING RAINY WEATHER CONDITIONS. CHIPPED SITE AVERAGE SIZE SHALL 2" MINIMUM THICKNESS. THIS IS A COST-EFFECTIVE WAY TO DISPOSE OF DEBRIS VEGETATION BE SEVERAL INCHES. FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE GRADATIONS FROM PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT FINES TO 6 INCHES IN SHOULD NOT BE USED ON SLOPES ABOVE APPROX. LENGTH FOR TEXTURE, 10 PERCENT BECAUSE OF ITS TENDENCY TO BE VARIATION, AND TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED INTERLOCKING WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS PROPERTIES. EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. WOOD- BASED NO VISIBLE WATER OR 2° THICK; APPROX, THIS MATERIAL IS OFTEN CALLED "HOG OR HOGGED MULCH DUST DURING 100 TONS PER ACRE FUEL." IT IS USABLE AS A MATERIAL FOR STABILIZED HANDLING. MUST BE (APPROX. 800 LBS. CONSTRUCTION ENTRANCES (BMP C105) AND AS A PURCHASED FROM A PER CUBIC YARD). MULCH. THE USE OF MULCH ULTIMATELY IMPROVES THE SUPPLIER WITH A ORGANIC MATTER IN THE SOIL. SPECIAL CAUTION IS SOLID WASTE HANDLING ADVISED REGARDING THE SOURCE AND COMPOSITION OF PERMIT OR ONE WOOD -BASED MULCHES. ITS PREPARATION TYPICALLY EXEMPT FROM SOLID DOES NOT PROVIDE ANY WEED SEED CONTROL, SO WASTE REGULATIONS. EVIDENCE OF RESIDUAL VEGETATION IN ITS COMPOSITION OR KNOWN INCLUSION OF WEED PLANTS OR SEEDS SHOULD BE MONITORED AND PREVENTED (OR MINIMIZED). WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 30 0 15 30 BO 1 inch = 30 feet. EX. ELEV=350.06 - - - - EX. ELEV=346.773_ EX. ELEV=346.603 \ TFOC=3 3.50 _ - - - - - _ - EX. ELEV=351.083 TFOC=347.68 I TFOC=347.60 / I I EX. ELE7�349.32 E�f.Il V=351.81 - -TFOC}3.50.51 FL=347.10 EX. ELEV=346.593 EX ELEV-351.523 _ FL=347.18 \ / 52.23 EX. ELEV=351.603 - - FL=350.01 / TL=347. 8.45 TFOC=347.32 TFO�=347.24 \ / E(;:TLTV 5Q89 EX. ELEV=3, _ -- - _ _. _ _, L _ .333 FL=347.95 EX. ELEV=347.493 F'E=346:8 FL=1346.74 / EX. ELEV=349.2 6 \ TFOC=351.02 � EX. E1 348.321 - - \ I EX ELEV 350 . TFOC 350.16 - r IX. ELEV=346.213 I I i - t ,Tf�C=353.30 FL -350.52 _ -- - - - - - FL=349.ft9 786400 001 - - - - --FCE�352 350 -Tss'E sas.za' , - TRACT B TAH( TERRA PHA 1, DIVISION 1 PHASE LI,448 j 351. i FL-15FL8 351.45 N 0 = 4 .60 0 - _ - - - - - 4s 1.30% C349.4 TFOC=352.15 .TFC 3 9 _ ANT .ST SE. 130% •4 44.87x - $2.05 •J �0, OC -361.95 0� o� o F4=349.10 �TLFOC3-g3458�10 ' _ _ -� = N TFOL 348.90 B TFOC�'3AS.la I01 _FL 347.60 1 ! j FLo346.8333 X344.5 p ELEV=344.343 - _ 352.97 _ 4 p�(i' 7 -. o FL -351.20_ g 41+OO FL 350.20... ^3`�� i 4.87' o �'��RI& 347.25 R QI _E ,,'�.' TFOC=347.6$ (MATCH EX. 8A(�IC OF WALK TFOC-352.92. 3511 -- _-� XTFOC 350.79 - +- - TFOC=350.28 0 421001 ,�^ 346.74 x - -- ,. 352. - - TfOC-352.89. 35665 FL -350.29, FL=349.78-- 48.601--- x __- .. FL=34712- 46.74 41+00 l FL=346.30 - - -. _ �r - 349 ' - FL -35242 - - 49 _ + TFOC-347.80 47.0 0 346.28 45+00 FL=346.30 __ :. _- „0 35x. II _-TFO 352.91 - X352. $ L TFOC=3� FL=347.99 o FL -347x30 TOC -347 31' FL=341.055 TFOC=347.14 49.30 3 8.1 TFOC=349.38 P ASEFLiN84g. TFOC-348.49 1 346.74 / I TF =346.60 � -- �� o ` FL=347.3 FL=346.64 SEE SHEET CS FOR � + �I 346.30 _._ Fl 352471'; - �, 502 wl �OC f�.64\\j - _ TFOL 3q8. 1 TFO .94 \ ADA AREA DETAIL �F'L 35266 FL=352.26 S2,- 349.20 of C=34. C C CB�W I �- TFOC-352 26 .14 OC F 51 FL 347 FL= .82 I�� IM 34600 O TFOC=353.02 (TYP.) TFOC=352.87 'SEE SHEET C5 FOR TF OC 34817., - I FL=352.52 - ;i FL=352.37 / „ -350.60 FL -348.15 - ---- ADA AREA DETAILS FL=$50.10 TFOC=348.74 I -- ; l FL 347.67 - FL 347.41 348 -t• ffOC=352.99 -- - TFO�-352.69 - / ?_ __ TFOC-347.68 ��=T�TFOC=347.12 3 N TFOC 349.62 4FOC 348.15 I > FL -352.49 s FL=35249-- 'I FFE�86&801 TFOC-351.96 d FFE 849.80 FOC338.24 - o. I 11.7.65 1 FL=346.90 Im TFOC=352601 FL -351.46 FL -350.56 TFOC- 7.9 .00 _ R1M 346-0 FL=34 13.63 -840.8047.18 FL=346.62 6..' 200%- '353 -352.10 FLO352.4696 - r 1 .. TFOC= 47.22 // .n FL -3 9 72 TFOC=351.Ofi FL- 47.4 TFOL=352.63 _ 7 46r FL=35213 ..--- - --:-: - �R 34636 j FFE1849.0 % 200% 10x II .,.964 RIM=351.80 TFOC=353.02 TFOC 347 2 _ 2�0 ,O%: FL=352.52 TFOC jTFOC= 20 TFOC=334h.691 Am - Y M 2.0 rr F DZs,s ss BUILDING 4 OPEN CE / o N _--- - 35z1� m FLo35211 61 FFE�358.80 2.00 34-/61 _ n _ FL=341.34 C`' BUILDING 2 I 2`00% _ 1 - FL-/ i� �n 2.40%...� FFE�849.80 FFE-849.0 ' 34678 M 2.00% m '- M SEE ��""EET C5 FOR /BUILDING 3 346.3 / �+ BUILDING 1 3 RIM=351.80 -- - - F'L�352.4797t o. // FFMIL80j TFOC= 4 - o n _ -I ADA AREA DETAILS -I ,OPE, SPACE \ I . .. _ d 4 TEPS •..:.. ,FAL=346.3 346 4 u,l TFf7C=346.84 / j.� OSEC VERHA,GLOOR TFOC=352.62 53; TFOC-3�i3.01 - 11 I FL=35212 _. - x_ -352. 1 / - O -34 TFOC=353.24 - 351 8 _ FL=346.7020 i - 35314x . x' 130%. \ FL -352.74 53.12 _ e 7 .. X6.35%.f ._ I i I . 2`00... �33,-3 TFOC=353.03 OOO FL= CT _L FFLEtl49... - TFOTFCO-C34374271. FL-352.53 FF[V8880 38 _¢-: •-- +o - - - 1_ FL�_-• TFOC- -FlTF-=O.8-C38-=48346T.F84 0 =.TFO 352.17 FL3352"6 SECOND FLOOR FL=346.35 2=�46FL= 2. 81 OVERHANG 2�)1 FF-CW`-3B47.806Ffl$TEL GGR To=as3ACTMTYeENTRECENTER FOC - 36 FFE8CFLI-35258 8¢1 2.38 TFOC= 3.3 706--347.68 F=34n✓ - I5 .77 nFL= 2.88 1 STEPS PHASE LINE --(ENTRY � I � _ (MATCH EX.) 3 �i CB98' - -. - S S. 10 y RIM=351.68 �I 11+0� ,. B�TYFEO _ _ ��2.08% 12+00 + RIM -346.2600. A I 0 . `� 3 --- - - ROAD 'A' Dss% - .. _ .. �... 15+00 7 , ... 346 I' RIM=351.88 / L ..... - ... .. .... .. - N01� 28" E 596.42 ' " � � " � " " � � L - II I / / I CBd RIM=346.25 I 1 (MATCH EX.) I� 21724420200 RIM= 41.25 RIM=341.20 1 1 1 12' I PROFlLE GRADE AND I I VARIES PIVOT POINT VARIES / C USHED SUR (GCI TOP COURSE 4` /� �� \ ~� EWALK SHEET T�MI� ASPHALT CL. 1/2'/ (Typ,) PER DEINTEGRAL TAIL Cit COMPACTED DEPTH MINIMUM NOTE. SHARE ACCESS FACILITIES SHALL BE IN. 2 MINIMUM COMPACTED MAINTAINED BY THE HOME OWNERS OF THE DEPTH LOTS THAT UTILIZE THE SHARED ACCESS. DRIVE AISLE CROSS-SECTION 3-A q M r� ADA PARKING SIGN (TYP.) U i °1:00 F i N- 134605 I;, VI- --3.78% Loos y w t ° I w- BUILDING ROOF ilREiiYDRANTI. / q, "q CB#7 - 4 . ° b FL_ .41 F 0 qm in ADA PARKING DETAIL •1 SCALE: 1" = 10' 5� 224 41 00 DRI. VE AISLE "C" 349. 9 350.46 FL=350.29/ its B:5' B. i FL 351.0 ° j p W 'COVERED ARKING- 1 q 5' ODE SIDEWALK, 8.5 8.5 _ " 7-41XH�.76-4.3 q FL=350:6 ------5 -- DISAB D PARKING BUILDING ROOF SPACE SIGNAGE PER 0 ADA PARKING DETAIL v3 SCALE: 1" = 10' WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 46.0 � iIVE AIS °C' 1 r A IAR Al 0 K r DA PARKING L- — SIGN (TVP.) BUILDING ROOF ADA PARKING DETAIL •2 SCALE: i" = 10' 10 0 5 10 20 1 inch = 10 feet I -T — P a TFOC=342.42± y10'K10'IPSE J t p 3.05 \ FL=341.92± -2.'' 1 -_ AULT EASEM BOW=342.72± o I G=341,98 = 1 o I 5' EDE SIDEWALK I FL=31.73 TFOC=341,.75 / \ -RI341r25 J 'f = 41. A 1 8,342.04 W I S \ F-4150 CB 1 f� / 341.41 \\ 34.5ROAD A' \ 1 / h 41.49 _ .PSI ) FL=341.30 I FL=341,25 ( - 0.77' RI14=341.581 .'t W _ W W n 3 IE=338.82 IN I ° ° oa IE=338.78 0 INSTALL SOU LOCKING UD I • TFOC=341.70• . "RIM=341.20 �`�� FL=341.44 FL=341.22 _ I = 41.9 .\ \I \ TFOC=342.03± \y \ BOW=342.35± o p FL=341.53± I ENTRANCE INTERSECTION DETAIL SCALE: 1" = 10' 346.44 - -� - 20' C= 47. FL=346. _1.06% —t_O6% 346.31 � <� m ➢ �. y�Q q Y"LV Yl N S' \ FL=..346.58 q M r� ADA PARKING SIGN (TYP.) U i °1:00 F i N- 134605 I;, VI- --3.78% Loos y w t ° I w- BUILDING ROOF ilREiiYDRANTI. / q, "q CB#7 - 4 . ° b FL_ .41 F 0 qm in ADA PARKING DETAIL •1 SCALE: 1" = 10' 5� 224 41 00 DRI. VE AISLE "C" 349. 9 350.46 FL=350.29/ its B:5' B. i FL 351.0 ° j p W 'COVERED ARKING- 1 q 5' ODE SIDEWALK, 8.5 8.5 _ " 7-41XH�.76-4.3 q FL=350:6 ------5 -- DISAB D PARKING BUILDING ROOF SPACE SIGNAGE PER 0 ADA PARKING DETAIL v3 SCALE: 1" = 10' WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 46.0 � iIVE AIS °C' 1 r A IAR Al 0 K r DA PARKING L- — SIGN (TVP.) BUILDING ROOF ADA PARKING DETAIL •2 SCALE: i" = 10' 10 0 5 10 20 1 inch = 10 feet I -T — P a TFOC=342.42± y10'K10'IPSE J t p 3.05 \ FL=341.92± -2.'' 1 -_ AULT EASEM BOW=342.72± o I G=341,98 = 1 o I 5' EDE SIDEWALK I FL=31.73 TFOC=341,.75 / \ -RI341r25 J 'f = 41. A 1 8,342.04 W I S \ F-4150 CB 1 f� / 341.41 \\ 34.5ROAD A' \ 1 / h 41.49 _ .PSI ) FL=341.30 I FL=341,25 ( - 0.77' RI14=341.581 .'t W _ W W n 3 IE=338.82 IN I ° ° oa IE=338.78 0 INSTALL SOU LOCKING UD I • TFOC=341.70• . "RIM=341.20 �`�� FL=341.44 FL=341.22 _ I = 41.9 .\ \I \ TFOC=342.03± \y \ BOW=342.35± o p FL=341.53± I ENTRANCE INTERSECTION DETAIL SCALE: 1" = 10' WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 30 0 s o 60 1 inch = 30 feet. �pS�ti Lu Lu Lu ��1 i1 rFlalaa s o.uo e _ o� oo�R°-\ �1 L 1 1- w/ -U191 O 4 1 1 8 STACKED 8(>j9' RIM g -- _ \ I o- FILTER VAULT o AULT 1 1 RM FASEt ��'- = -.------21�/-- - ------ - - __-1 - -� - -J =`�L- -_._ - 'o SEESN TC9�OR P1 1/ ..PHASE LINE 10 UTILITY EASEMENT- ------ .-- �4q''r T- I q3... DETAILS r tip ��PHA INETD GB .^......_�--' ��i ' SD 0 . 77LF� D:®286 N: 3 _ --- r,2 1 -- I/ -- _ _ 5 RIM�346.25 3__ -_ __ 2467LF 12 S N12 ®1.14X MN. i.. I RIM=341.25 4 11>F00 w 2+00 w w 13+00� w ' 0 w 15+00 5 w� �1 .RIM=351.88 - - - --f- - - I- - �- C - C --- - -F -o N1.29'28.'E_rt�� k -A--- AMP, - -1 -s - FM F�f M� _ �- - _8 1 FM FM- FM Hvf FM FM-F1l�Nbl-A----FM FM IM- 4825 q6 ............."._ ....... -.-. ...... -....... -- .-.... ......- ...... /0198"E 596.42' "i INTERSECTION RIM 51 - 21724420200 m N a n o PVI STA:13+20.00 o o cN:i PVI ELEV: 346.50 HIGH PT STA: 14+75.00 K: 33.16 HIGH PT ELEV: 345.64 G w d a J w LVC:50.00 PN STA:15+00.00 ^o x M PVI FI FV: 345.50 :t w 3501 340 330 tl' M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 ROAD 'A' HORIZONTAL 1" = 30' VERTICAL 1" = 5' 14+50 15+00 DRVRAY TABLE / STATION WIDTH Q 10+41.57 24' ® 13+18.39 24' CONSTRUCT TYPE II CB PER DETAIL SHEET C12. INSTALL STOP SIGN AND STREET SIGN O7. INSTALL PERMANENT TYPE III BARRICADE FOR FUTURE ROADWAY EXTENSION. INSTALL CAST IN PLACE MONUMENT PER DETAIL X330 SHEET C12 KA .06 { rM *MLVC: 16+40.56 CB I; 27 LF -12" 0.00N�>LO STA: 15+88.37;13.73'LT ADS -N12 ® 0.56% RIM=341.25 IE=338.05 IN(12"W) IE=338.05 OUT(12°S) PT STA: 1594.03 WPTELEV: 41.41+$ VI STA:15+9(.00 FlNISHED GRA E ® EXISTING RADE ® m `G' �+ K:2.9BNTERUNE 42"S�,F�-Wt OF ROAD CENTERLNE OF 'm �'�+ LVC:20.00EI -- ROA A^TA: -____ - -------�'\ /IM=351.88 o�opX56% 10A - -' - M + E-348.08 IN( - 12 ® .i6X - E=348.08 OU 277- �C9W Ipz TYPE -- - - -- N12 2.66%' -- - -- - - m _ 10+41.57;18. 0'RT 3 PV SDR 21 Cis RIMSTA: . _ -246 LF -72" ADS -N12 1,747 CB TYPE IIISE STA: 13+18. 11 TYPE II 37 LF-1:"ADS-N72 6.86$ S A: 15+64.00,;l2.22'LT PROPOSE GRADE--,,InB15 TYPE I 337.90 IN(1 S) ST : 15+94.07;1 .96RT EXISTIN GRADE STA: .SORT 337.90 OUT( 2"N) RI =341.20 13+18.39;`!E RIM 346.25 24 LF -12" IE= 338.20 OUT(1 "W) IE= 43.25 OUT(1 "W) 3 r< ADS -N12 0 0.63% < N ,(j O Q� Mo m N Lq M �A N < N M r�JM M M M Mraj M M M, M M M M M M M M M M M M M M M M eF Mp j ,,raj 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 ROAD 'A' HORIZONTAL 1" = 30' VERTICAL 1" = 5' 14+50 15+00 DRVRAY TABLE / STATION WIDTH Q 10+41.57 24' ® 13+18.39 24' CONSTRUCTION NOTES 1O. CONSTRUCT ROLLED CURB PER DETAIL SHEET C12. 02. CONSTRUCT SIDEWALK PER DETAIL SHEET C11. 03 CONSTRUCT DRIVEWAY PER DETAIL SHEET C11. CONSTRUCT TYPE I CB PER DETAIL SHEET C12. 350 O CONSTRUCT TYPE II CB PER DETAIL SHEET C12. INSTALL STOP SIGN AND STREET SIGN O7. INSTALL PERMANENT TYPE III BARRICADE FOR FUTURE ROADWAY EXTENSION. INSTALL CAST IN PLACE MONUMENT PER DETAIL X330 SHEET C12 340 I X330 15+5016+00 16+40.56 CB I; 27 LF -12" STA: 15+88.37;13.73'LT ADS -N12 ® 0.56% RIM=341.25 IE=338.05 IN(12"W) IE=338.05 OUT(12°S) WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON I I •. - -- 10', UTILITY EASEMENT I \ \ o UFFE449.8 FFERNU FFE44U I mxi-w . �I �q O U 3\� • WI R � � �-- �•M M � M_IM7346�00 .p 00.5% t= ( 4 z r U 31+00 I 1 ---- --3-337HNn' � IVE AI o % 3 (� 38LF^ 8 Z W� o R9.E -_ - FFE"848.8 g•g ' W C0.2 _ _ IE =341.25 �1 a y I -I O � N F U o U" N + m M OF DRIVE AISLE A - -3 CB#Z Q M 11 TYPE Mon o > n e 0 0.509 STA: 30+8f STA: on INA. 72 LF -12" ADS -N12 RIM=346.00 OF DRIVE AISLE A N m w N< 350 �ry w- ¢ ,Nn =341.42 II __ =341_42( -I NY II µ" FINISHED GRADE 0 CENTERLINE 3 < 4 + m M OF DRIVE AISLE A - -3 M Mon o > n e 0 0.509 EXISTING GRADE 0 CENTERLINE on INA. 72 LF -12" ADS -N12 FR_LtfUN_ _ 0 0.50% 71 OF DRIVE AISLE A N m w N< N J �ry w- ¢ ,Nn 1 LF -12" ADS -N12 0 0.50% Q GRADE 0 340 ------ -I �- I. -,iii -::'_- - -3 86 LF -12" ADS -N12 0 0.509 on INA. 72 LF -12" ADS -N12 FR_LtfUN_ _ 0 0.50% 71 N J �ry w- ¢ ,Nn 1 LF -12" ADS -N12 0 0.50% Q GRADE 0 340 ------ ? 'il' FINISH D GRADE ® CB 7 TY I B TYPE 1340E - STA: 30+00 PROPOSE GRADE STA: 31+ 7.6 STA: 32+2E.92 RIM341.85 5 EXISTIN GRADE J AISLE 8cv RIM=346. 0 RIM=346.25 IE=341.85 IN( 2"N) NSW IE=341.0 IN(8'N,S) IE=340.71 I (12°S,E,W) IE=341.85 OU ((112"E) - 099% -0.99% IE=341.0 IN(12"W) - - - IE=340.71 N) \ 7 1 71 LF -12" ADS -N72 00.49% 74 LF -12" ADS-NI2 -4.71% 0 0.50% 335 335 CB V 0 WA AIN tD (NO M I+J M 'Mi, V N N OS pNj O 5 a STA: 20 84.37 _I M ,7 MM M M MM M M MM M M MM M °Yj MM 30+00 30+50 31+00 31+50 32+00 32+50 DRIVE AISLE 'A' IE=348. IN(12) RIM=351 80 HORIZONTAL 1" = 30' IE=348.08 INI 12°S,E,W) VERTICAL 1° = 5 IE 348.45 IN(12 W) 10. INSTALL TRAFFIC CURB PER DETAIL SHEET C12 (TYP.) 00 0 1e 011 1 inch = 30 feet Q2. INSTALL INTEGRAL CURB AND SIDEWALK PER DETAIL ON SHEET C11. (TYP.) Q3. INSTALL STOP SIGN. 1 < ��UFE451 ca CONSTRUCT TYPE I CB PER DETAIL SHEET C12.Lu CONSTRUCT TYPE II CB PER DETAIL SHEET Cit.\ IE=349 FFA a I 2 O 4' 4 CBII RIM --351.80 0.5" % * I N o 0+0 _I�Ir _ M 552 4 00 M 35z. _ 22 0 M 7 `7S IM= �{ -- '---- --- --- -- --- -- --- -- -- ---- .�-- -VNI R ISL 10'DTIUTY E&WtliT a \ nI -�- , 1 I 11 \ \ 1 ��_ _ - 1090ZbbdL ld i18C 350 PROPOSED GRADE EXISTING GRADE 340 m M o: w� Y N J �ry w- ¢ ,Nn mw� +min EXISTING GRADE 0 co3 7 W ? 'il' FINISH D GRADE ® CENTE LINE OF N << J AISLE 8cv Upw ISLES - - NSW Nm - - r -0.53% - - - - 099% -0.99% _ 0.82%- - - - •00 2.00% \ 7 1 71 LF -12" ADS -N72 00.49% 74 LF -12" ADS-NI2 -4.71% 0 0.50% CB V 0 WA AIN O 37 LF -1 --Cf3 STA: 20 84.37 _I - RIM=351 80 CB42 TYP 1 IE=348. IN(8°N) STA: 21+5486 IE=348. IN(12) RIM=351 80 IE=348.08 INI 12°S,E,W) IE 348.45 IN(12 W) IE=348.08 OL T(12°N) IE= 48.45 OUT(12 E)cq tp 20+00 20+50 21+00 21+50 DRIVE AISLE V HORIZONTAL 1" = 30' VERTICAL 1" = 5' 22+00 00 350 STORM 2.16% 22+47.42 a,�i.`. -`'y WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 350_ .PHA-- ...._ / r D--- -- 4CAR GARAGE CO 4 CAR AiASH.. �,- - . GARAGE 0 4000 _ — 1 _4_ +--F--40-- - KOISK _ PHASE LAI D rt WE I I I BIRDSIO I I I Lu w W W m + m N 3 6 M Q M < N Z_ II V w II V w it ~G�JJ HAW N(nU�W 1 WE I 350 340 PROPOSE! EXISTIN M PROPOSED SIRLDSIO FFE-349.80 I I I I I I 1 76640000001 TRACT B C 348 i DURANT STT SeHALT PEDES] -- -..VE €D 4 CAR LO IMPACTOR AREA GARAGE JU 0 5 x 60 1 inch = 30 feet IMA TERRA PHASE 1, DIVISION 1 z o" I BIRDSIO I I I 350 340 PROPOSE! EXISTIN M PROPOSED SIRLDSIO FFE-349.80 I I I I I I 1 76640000001 TRACT B C 348 i DURANT STT SeHALT PEDES] -- -..VE €D 4 CAR LO IMPACTOR AREA GARAGE JU 0 5 x 60 1 inch = 30 feet IMA TERRA PHASE 1, DIVISION 1 z o" N F m w W W m + m N O N 6 M Q M < N Z_ II V w II V w it ~G�JJ HAW N(nU�W 1 350 340 PROPOSE! EXISTIN M PROPOSED SIRLDSIO FFE-349.80 I I I I I I 1 76640000001 TRACT B C 348 i DURANT STT SeHALT PEDES] -- -..VE €D 4 CAR LO IMPACTOR AREA GARAGE JU 0 5 x 60 1 inch = 30 feet IMA TERRA PHASE 1, DIVISION 1 - / 1 c 1 _AR EX STI NG GRADE w I o e F GARAGE Z- CEN RUNE OF DRIVE o - 45+00 ` ,a " 35 M + --- — -2. — --- l _ _ AISLE C+m MAIL BOX 4 + I J - KOISK IM=346.tI II O — — m C VER0 0.50% I a e �3 -1.00% — IE INISHED GRA )E 0 CENTER NE - -0.54 PROPOSED RUM OF DRIr e. '� — - I FFE•849.0 /1 • - _ _ - _ — _ _ r O 230 LF -12" ADS -N12 0 0.50% --- m CB 10 EI STA: 42+76. 2IE=343.00 I I GRADE 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 DRIVE AISLE 'C' HORIZONTAL 1" = 30' VERTICAL 1" = 5' 44+00 44+50 45+00 350 340 45+35 CONSTRUCTION NOTES 1Q. CONSTRUCT TRAFFIC CURB (TYP.) PER DETAIL SHEET C12 02 CONSTRUCT INTEGRAL CURB & SIDEWALK (TYP.) PER DETAIL SHEET CIL 03 CONSTRUCT CONCRETE WALKWAY (TYP.) PER DETAIL SHEET C12. ® CONSTRUCT TYPE I CB PER DETAIL SHEET C12. Q5. CONSTRUCT TYPE II CB PER DETAIL SHEET C12. N EX STI NG GRADE w o Y e F CEN RUNE OF DRIVE o M + --- — -2. — --- _ _ AISLE C+m ,.a, + 6X — — -1.00% — INISHED GRA )E 0 CENTER NE - -0.54 OF DRIr AISLE C '� — - 1.00 - _ _ - _ — _ _ r O 230 LF -12" ADS -N12 0 0.50% --- CB 10 EI STA: 42+76. 2IE=343.00 I (8"E) GRADE GRADE RIM=347.25 1 =343.00 OUT 12"S) IE=341.85 IN 12"N) IE=341.85 01 T(12"E) N r Q 7 'q !O N O ONE MLq O Mr ,O N .� NOO O7 N O NO R O) vJ yOyJ n < W O n N Q p ^ n t0 f0 tp 10 t0 (0 b a0 tp it) 10 MM M ,i�j M h MM M Mir, M „ry M M p, MM M M MMJ M M MM M 3 MM M M iy M 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 DRIVE AISLE 'C' HORIZONTAL 1" = 30' VERTICAL 1" = 5' 44+00 44+50 45+00 350 340 45+35 CONSTRUCTION NOTES 1Q. CONSTRUCT TRAFFIC CURB (TYP.) PER DETAIL SHEET C12 02 CONSTRUCT INTEGRAL CURB & SIDEWALK (TYP.) PER DETAIL SHEET CIL 03 CONSTRUCT CONCRETE WALKWAY (TYP.) PER DETAIL SHEET C12. ® CONSTRUCT TYPE I CB PER DETAIL SHEET C12. Q5. CONSTRUCT TYPE II CB PER DETAIL SHEET C12. WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON N -- TAHOMA BOULEVARD SOUTHEAST q — ° n ° LP a ° � - ------ 170`UFX15'WX4.5'D INFILTRATION TRENCH TOP=339.00 RIM=345.70 PROVIDE 6"0 OBSERVATION IE=336.25 0 IE=336.25 `WELL PER SHEET DETAIL SHEET BOTTOM=334.50 a I -ate a ° ° a EX? STREET TREE (TYP.), - a ° 4 °M 44 EX.. STREET LIGHT ° .19'X161 RSEM1 n i.. -..... _ ------ / / / 180 LF -12" PERFORATED ADS -N12 0 0.00X b = L — — — _7/--T/--/1 — IE 34505 — _ N I — — 175 LF -12 PERFORATED ADS N-12 0 0.00% b ° RIM= .50 . e a - ° 5' CONCRETE SIDEWALK " - a e . a a/a.Od I. IE=336.25 - o (��------ J % e a ° Q`. -- _ Q , 1 = — — < _ —_ r ---.a IN 337.20 I �— — -r --- - --- _ _ '� CS IE OU -- -- - -.---- ----i --- - - ---.-- ---r------d--- --._---- - SEE$HEETCI3 - - m BUILDING �1 —'y'`O I ARD D—RD—RD RD /� BUILDING BUILDING a d n I INFILTRATION TRENCH DETAIL SCALE: 1" = 10' �Karel Cap Witt Lock > Topsoil or Aggregate n Filter Fabric iCt A¢aseQete 6aclLtill .o e� 0 4-6 Piet., Perforated Undisturbed Material a PVC Pipe o .0 a 0 oD Pont Plate Figure 3.3.10 - Observation Well Details (2) 175LF 12" PERFORATED ADS N-12 0 0.00% BACK FILL TRENCH WITH A CLEAN AGGREGATE WITH 3" MAX & 1S MIN. DIAMETER AND A VOID RATIO BETWEEN 0.3-0.4. TOP ELEV. 339.00 IE(12")=336.25 BOT. ELEV.=334.50 WRAP TRENCH IN A CLASS A MODERATE SURVIVABILITY GEOTEXTILE PER TABLE 1&2 OF 9-33.2(1) OF THE 2020 WSDOT STANDARD SPECIFICATIONS SECTION A -A SCALE: NTS 4.5' PROVIDE CLEANOUTS AT END OF TRENCH (TYP.) 10 D s 10 Za Development NeVIeW Ln( APPROVAL EXPIRES: 1 inch = 10 feet. .----- I _"NT LL ' a ° � WRAP TRENCH IN A CLASS A MODERATE SURVIVABILITY GEOTEXTILE PER TABLE 1&2 OF 9-33.2(1) OF THE 2020 WSDOT STANDARD SPECIFICATIONS RIM SECTION B -B SCALE: NTS BACK FILL TRENCH WITH A CLEAN AGGREGATE WITH 3" MAX & 1.5' MIN. DIAMETER AND A VOID RATIO BETWEEN 0.3-0.4. TOP ELEV. = 339.00 IE(12")= 336.25 BOT ELEV. = 334.50 M RIM=341.25v ----- - a _:� ]E=ms Q 10' UTILE I EASEMEN �.. 5LF-12"A.DS H12 a , RIMs345,77 > 3 IE=336.35 > \ 1W DOWN ' \ I , Lb W IRIM=342: 5 1 1E=337.96' e . / - + 30LF-12"ADS I -� N-12 0 2.33. r � 1 f\�� II I WRAP TRENCH IN A CLASS A MODERATE SURVIVABILITY GEOTEXTILE PER TABLE 1&2 OF 9-33.2(1) OF THE 2020 WSDOT STANDARD SPECIFICATIONS RIM SECTION B -B SCALE: NTS BACK FILL TRENCH WITH A CLEAN AGGREGATE WITH 3" MAX & 1.5' MIN. DIAMETER AND A VOID RATIO BETWEEN 0.3-0.4. TOP ELEV. = 339.00 IE(12")= 336.25 BOT ELEV. = 334.50 WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 0 5 15 w BO 1 inch = 30 feet. N 01'2755" E M i 15' �-- 2' SQUARE TELESPAR UNISTRUT CROSS STREET CROSS STREET 8a 15' 30' 25 R OR 35' R CENTERS ON ALL SIDES. 2p (DEPENDING ON J U R/W R/W 10' 56' RAMP 70' m m mSKy s � 6' 7.5' 11' 11' 1 7.5' 6' 5' Z C POINT OF OR PUBUC WORKS INSPECTOR. E3 CURVATURE W 10' R, TYP. POINT OF 20 VE CAPE. :CORNER OAND r n > a n m CURB m VARIES 4 y •<�' D INT OF 23 o m m J. 2 1 10 dP 2' CEMENT CONC. a4 ti ROLLED CURB CITY OF YELM AND GUTTER DEPT. OF PUBLIC WORKS . a. LOCAL ACCESS GENERAL NOTES: R E S D E N T A L 1. "ON STREET" PARKING PERMITTED. 7' PA KING 2. REFER TO RELEVANT SECTIONS OF THE APPROVED DWG. NO. DEVELOPMENT GUIDELINES FOR ADDITIONAL i 2-7 INFORMATION ON STORM DRAINAGE, STREET LOCAL ACCESS RESIDENTIAL LIGHTING, PAVEMENT STRUCTURE, ETC. LOCAL ACCESS COMMERCIAL STREET 157 OWN. CKD. DATE OF YELM JEG I 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER. 2-03.3(14)D — SAW CUT EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE MINIMUM 0.25' CLASS 'B' A.C.P. CSS -1 TACK SHALL BE APPLIED (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. PLUS 0.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED APPUED IN MAXIMUM 0.17' LIFTS [USING PAVING ASPHALT AR4000W. TRENCH BACKFILL COMPACTED PER. 2-03.3(14)C METHOD B WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON PLANTER STRIP (AS REO.) EXPANSION JOINT SCORE MARK EDGE AROUND EACH PANEL - BROOM FINISH EXPANSION JOINT 1/2' WIDTH 15' �-- 2' SQUARE TELESPAR UNISTRUT CROSS STREET CROSS STREET 5' 15' 30' 25 R OR 35' R CENTERS ON ALL SIDES. 2p (DEPENDING ON J U CEMENT R 12 RAMP SECTION z co CUURBR&T GUT ER DIMENSION PER PLAN ON SHEET 16 POINT OF OR PUBUC WORKS INSPECTOR. E3 CURVATURE W 10' R, TYP. POINT OF 20 VE CAPE. :CORNER OAND INTERSECTION FACE OF 4' BOLT NUT CURB •<�' GUTTER INT OF 23 10' R, TYP./ NOTERSECTION J. a4 II . a. 7' PA KING a LA ESQ i f� LOCAL ACCESS RESIDENTIAL OR LOCAL ACCESS COMMERCIAL STREET GENERAL NOTE: CITY OF YELM DEPT. OF PUBLIC WORKS 1. REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL ON -STREET INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ETC. PARKING DETAIL APPROVED DWG. NO. 2—BB S. OWNI. GKO. DATE I 9/21/2000 I JEG PLANTER STRIP (AS REO.) EXPANSION JOINT SCORE MARK EDGE AROUND EACH PANEL - BROOM FINISH EXPANSION JOINT 1/2' WIDTH 15' �-- 2' SQUARE TELESPAR UNISTRUT 5' 5' 5' 15' 30' 20' 40' CENTERS ON ALL SIDES. PLANTER STRIP (AS REO.) EXPANSION JOINT SCORE MARK EDGE AROUND EACH PANEL - BROOM FINISH EXPANSION JOINT 1/2' WIDTH NOTES. �-- 2' SQUARE TELESPAR UNISTRUT z ONE-WAY TWO-WAY 10' 10' 15' 30' 20' 40' NOTES: 1. WHERE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED IN THE APPROACH. 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3. REFER TO SECTION 48.140, YELM DEVELOPMENT GUIDELINES. CEMENT CONCRETE APPROACH APPROVED DWG. N0. PUBLIC WORKS DIRECTOR DATE 2-9 S -C I S -C I S -C TYPE TYPE II GENERAL NOTES A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPEGFlCATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY AMC,TRTRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. C. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL AUGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. D. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED NTH GRADE AR -4000W PAVING ASPHALT. E. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. F. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR UNE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. G. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. H. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. x MATERIALS FOR SIGN TO INCLUDE: 1) SQUARE TELESPAR UNISTRUT, HOLES OF 7/16° ON 1" CENTERS ON ALL SIDES. 2) TELESPAR CORNER BOLT FOR POSTS TO ATTACH Tb BASE AND SLEEVE. 3) 3/8" DRIVE RIVETS FOR SIGN INSTALLATION. 4) SIGN POSTS ARE ATTACHED TO BASE AND SLEEVE S- WITH 3/8' CORNER BOLT FOR 2" -INCH SIZE POSTS. NOTES: SIGN SHEETING = HP = HIGH PERFORMANCE 7 GA. HEAVY DUTY ANCHOR CAUSE MAY BE SUBSTITUTED FOR SLEEVE AND ANCHOR BASE. X = VARIES Y = VARIES: COORDINATE WITH PUBLIC WORKS INSPECTOR 2 1/4" 7 GAUGE ONE PIECE ANCHOR 30" LONG. MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT. ��//�/ 24"-26 R CONCRETE UP TO 8 OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A-1 CURB &GUTTER I 3' I AS L6'I 3' I I 3' 3' I 6' 3' I BELOW TOP OF BASE ANCHOR. WHICHEVER IS GREATER. SAW CUT EXISTING PAVEMENT. MIN. READ. ,, TTYP. TYP? MIN. MIN. F1P! 0.67' GRAVEL BASE COMPACTED TO 95% 6 'i OF MAXIMUM DENSITY 0.17' CRUSHED PER. 2-03.3(14)D SURFACING-- NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. TRENCH BACKFILL COMPACTED PER. 2-03.3(14)C METHOD C TRENCH—PAVEMENT RESTORATION DETAIL APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-10 DES. DWN. CKD. DATE S -C S -C s -C 10/3/94 SIDEWALK PLANTER STRIP 5' MIN (AS REO.) NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8' THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE 31/8" WIDE BY 31/4° DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-11 DES. I DAN. CKD. DATE S -C S -C S -C 10/3/94 TYPE III TYPE IV T Y P I C A L C U R B R A M P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK SPACING, HAVE MAX. 1/2' LIP EXPANSION JOINTS & SCORE AT 45. MARK DETAIL FOR ADDITIONAL 4' i�.. FLOW LINE OF GUTTER 1/2 LIP DETAIL NOTES. �-- 2' SQUARE TELESPAR UNISTRUT z 5' PERFORATED HOLES FOR 7/16° ON 1" 4L MIN. CENTERS ON ALL SIDES. 2p 14 GAUGE J U 0 12 RAMP SECTION z co DIMENSION PER PLAN ON SHEET 16 m OR PUBUC WORKS INSPECTOR. E3 TOP OF BASE AND SLEEVE VE CAPE. :CORNER OAND I a BOLT NUT 2 1/4" 7 GAUGE ONE PIECE ANCHOR 30" LONG. MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT. ��//�/ 24"-26 R CONCRETE UP TO 8 OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A-1 CURB &GUTTER I 3' I AS L6'I 3' I I 3' 3' I 6' 3' I BELOW TOP OF BASE ANCHOR. WHICHEVER IS GREATER. SAW CUT EXISTING PAVEMENT. MIN. READ. ,, TTYP. TYP? MIN. MIN. F1P! 0.67' GRAVEL BASE COMPACTED TO 95% 6 'i OF MAXIMUM DENSITY 0.17' CRUSHED PER. 2-03.3(14)D SURFACING-- NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. TRENCH BACKFILL COMPACTED PER. 2-03.3(14)C METHOD C TRENCH—PAVEMENT RESTORATION DETAIL APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-10 DES. DWN. CKD. DATE S -C S -C s -C 10/3/94 SIDEWALK PLANTER STRIP 5' MIN (AS REO.) NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8' THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE 31/8" WIDE BY 31/4° DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-11 DES. I DAN. CKD. DATE S -C S -C S -C 10/3/94 TYPE III TYPE IV T Y P I C A L C U R B R A M P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK SPACING, HAVE MAX. 1/2' LIP EXPANSION JOINTS & SCORE AT 45. MARK DETAIL FOR ADDITIONAL 4' i�.. FLOW LINE OF GUTTER 1/2 LIP DETAIL NOTES: 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/e" DEEP AND 1/4' WIDE. 2. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWALK AND FROM THE CURB AND GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO INLETS ARE TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM. TYPICAL CURB RAMPS APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-12 SS -CIS -C S -C -C S -C �1 SIGN POST MOUNTING DETAIL NTS COMPRESSIBLE FILLER (3/4" MAXO CUT BACK AND PROVIDE SEALANT ALL JOINTS WITH FILLER (TYP.). S S' NOTE& 1. COMPACTION FOR CONCRETE CURB AND SIDEWALK TO BE 95% OF MAXIMUM DENSITY. 2. EXPANSION JOINTS SHALL BE 20' O.C. WITH 1/4" TOOLED JOINTS 0 5' O.C.. 3. PROVIDE A LIGHT BROOM FINISH. INTEGRAL CURB AND SIDEWALK N.T.S. NOTES. 5' AS SEE 4L MIN. RIP EAD. 2p DETAIL 12 RAMP SECTION NOTES: 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/e" DEEP AND 1/4' WIDE. 2. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWALK AND FROM THE CURB AND GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO INLETS ARE TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM. TYPICAL CURB RAMPS APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-12 SS -CIS -C S -C -C S -C �1 SIGN POST MOUNTING DETAIL NTS COMPRESSIBLE FILLER (3/4" MAXO CUT BACK AND PROVIDE SEALANT ALL JOINTS WITH FILLER (TYP.). S S' NOTE& 1. COMPACTION FOR CONCRETE CURB AND SIDEWALK TO BE 95% OF MAXIMUM DENSITY. 2. EXPANSION JOINTS SHALL BE 20' O.C. WITH 1/4" TOOLED JOINTS 0 5' O.C.. 3. PROVIDE A LIGHT BROOM FINISH. INTEGRAL CURB AND SIDEWALK N.T.S. 5 1/2' r 1 R r R Je � v d d. d a IA m v rc I U O Q e a a 4 e.. 7 1/2" CEMENT CONCRETE BARRIER CURB 1/2-R 1/2-R d 1"R a \/2"R O teA d d O O A. .a d. 1 a a e . p cid d dad d CEMENT CONCRETE BARRIER CURB AND CUTTER D DDA D ED D CEMENT CONCRETE ROLLED CURB AND GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS NOBS`CEMENT CONCRETE 1. EXPANSION JOINT MATERIAL TO BE 3/e° THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. CURBS 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE APPROVED DWG. NO. POURING CONCRETE. 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS PUBLIC WORKS DIRECTOR DATE 2-13 S -C I S -C I S -C CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER 2+ RECTANGULAR ADJUSTMENT SECTION N OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP SEE TABLE J� MORTAR ITYP) STEPS ER I • LADDER - g-MV7]CH SEPARATE BASE PRECAST z REINFORCING STEEL "P.) Z h 12. GRAVEL BACKFILL FOR PIPE ZONE BEDDING INTEGRAL BASE PRECAST WITH RISER (48-(IN)-72'(IN)ONLY) WYNDSTONE MULTISSFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 4" _- 4" - CONCRETE CL. 3000 0 p H ' W.................� .... .. ... .... rn.... .. •D .... ......... J.... ......... Qp' j 12" F N 1/2 LB. (MIN.) STEEL OR IRON GENERAL NOTES: 1. THIS MONUMENT TO BE USED IN BITUMINOUS OR ASPHALT CONCRETE PAVEMENT WHERE CASED MONUMENT IS NOT REQUIRED 2. CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM. CONCRETE BASE NEED NOT BE FORMED. 3. CAP SHALL BE 2" MIN. DIAM. BRASS PLUG MARKER. 4. CONCRETE TO BE PLACED ON A FIRM AND UNYIELDING FOUNDATION. CAST IN PLACE MONUMENT APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-16 DES. OWN. CKD. DATE 5-c S -C S -c 1 10/3/94 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast Catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9.04.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER D MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE D.. 48" 0 1/2-R d 1"R a \/2"R O teA d d O O A. .a d. 1 a a e . p cid d dad d CEMENT CONCRETE BARRIER CURB AND CUTTER D DDA D ED D CEMENT CONCRETE ROLLED CURB AND GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS NOBS`CEMENT CONCRETE 1. EXPANSION JOINT MATERIAL TO BE 3/e° THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. CURBS 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE APPROVED DWG. NO. POURING CONCRETE. 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS PUBLIC WORKS DIRECTOR DATE 2-13 S -C I S -C I S -C CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER 2+ RECTANGULAR ADJUSTMENT SECTION N OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP SEE TABLE J� MORTAR ITYP) STEPS ER I • LADDER - g-MV7]CH SEPARATE BASE PRECAST z REINFORCING STEEL "P.) Z h 12. GRAVEL BACKFILL FOR PIPE ZONE BEDDING INTEGRAL BASE PRECAST WITH RISER (48-(IN)-72'(IN)ONLY) WYNDSTONE MULTISSFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 4" _- 4" - CONCRETE CL. 3000 0 p H ' W.................� .... .. ... .... rn.... .. •D .... ......... J.... ......... Qp' j 12" F N 1/2 LB. (MIN.) STEEL OR IRON GENERAL NOTES: 1. THIS MONUMENT TO BE USED IN BITUMINOUS OR ASPHALT CONCRETE PAVEMENT WHERE CASED MONUMENT IS NOT REQUIRED 2. CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM. CONCRETE BASE NEED NOT BE FORMED. 3. CAP SHALL BE 2" MIN. DIAM. BRASS PLUG MARKER. 4. CONCRETE TO BE PLACED ON A FIRM AND UNYIELDING FOUNDATION. CAST IN PLACE MONUMENT APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-16 DES. OWN. CKD. DATE 5-c S -C S -c 1 10/3/94 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast Catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9.04.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" W 36" W 54" 4.5" 6" 42" 8" 60" 5" S. 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96' 12" 144" 12' 12" 108" 12" PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP T PP 4 SOLID WALL PVC 9) PROFILE WALL PVCO 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42' 54" 42" 48" 48" 84" 1 54" 60' S4" 48' 46" 96' 60" 72* 60" 48" 48" 120" 66" 84" 60' 48" 48" 144' 78" 96" 1 60" 48" 48" (D Corrugated Polyethylene Storm Sewer Pipe (See Standard Specification Section 9.05.20) (y) (See Standard Specification Section 9-01 0 (Sea Standard Specification Section 9.05.12(2)) (D Polypropylene Pipe (See Standard Specification Section 9.05.24) p. l�oe 202 Julie FJ4EIC Feb 202018 12:49 PM °fin CATCH BASIN TYPE 2 STANDARD PLAN 0-10.20.02 SHEET 1 OF t SHEET APPROVED FOR PUBLICATION wm`(i ao�.a srre oEai Faun T wnaa"eNn swi. o.wM.m,rrA�o�lwl,n FRAME AND VANED GRATE 6 d`+ " 2, 4', 8',12', OR 24' ONE is BAR FOR 8' (W) HEIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNER #3 BAR HOOP PRECAST BASE SECTION a PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 13.. PLAIN CONCRETE ALL METAL PIPE 15' CP58P* (STD. SPEC. SECT. 8-08.38) 1T SOLID WALL PVC 15' ISTD. BPEC. SECT. 9-08.12(1)1 PROFILE WALL PVC 15' (BTD. BPEC. SECT. 845.12(21) 1! CORRUGATED POLYF STORM SEWER PIPE #3 BAR EACH CORNEF 18'(IN)MIN #3 BAR HOOP (SEE NOTE 1) ALTERNATIVE PRECAST BASE SECTION NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20" (in). Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grata may be installed with the flange down, or integrally cast into the adjustment section with flange up. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 : 24 or steeper. 6. The opening shall be measured at the top of the Precast Base Section. 7. All pickup holes shall be grouted full after the basin has been placed. p. L10J..252 l72 LtY�c Iso 25201]2:53 PM CATCH BASIN TYPE 1 STANDARD PLAN B-5.20.02 SHEET 1 OF 1 SHEET ,7 APPROVED FOR PUBLICATION 1 224�Md�I1�6Aa AM _ xwraEp Vr %mNrk.n SIM opprlm"nl W irvvpwlpb� a Washington GULD* LL n 2X 036.00' BOLTED & GASKETED ACCESS COVERS. RISERS & SLAB T&G IMPRESSIONS AS REQUIRED. FlE POURED CONCRETE COLLAR REQUIRED, BY OTHERS. SEE NOTE 2. /ISL RISER 024' MA%IMUM. sec NOTE 3. Y INLET GALLERY. VENTED o1n/LET^HOOOM 1 OT MAXIMUM. NOTE 3. -BASE SECTION. PERK FlLTER'° CARTRIDGES. CONCRETE FALSE FLOOR. DULCET CHAMBER. -CONCRETE DIVIDER WAIL INUET WEIR/BYPASS ASSEMBLY. Notes: 1. Precast Concrete structure shall be manufactured in accordance with ASTM Designation C857 and C858. 2. Filter system shall be supplied with traffic rated (1120) bolted & gasketed 036" circular access covers with users as required. Shallow applications may require configurations with (H20) bolted & gasketed square/rectangular access hatches. Field poured Concrete collars required, by others. 3. Inlet & outlet pipe(s) (0 24" maximum) may enter device on all three sides of the inlet & outlet chambers respectively. 4. Inlet chamber shall be supplied with a drain -down device designed to remove standing water between storm events. S. For depths less than specified minimums Contact Oldcastle0 Stormwater Solutions for engineering assistance. * Treatment Flow Rates shown conform to Washington State GULD Specifications Perk FilterTM101©Oldcastleo ® 6' Wide Concrete Vault Stormwater Solutions ]921 SOhloo' Ph- Suft fi0I to" CQ I89I20I Ph: NNUME919I �e� Washington State GULD E Four to Eleven Cartridges/Stacks DPF"vim-WA wpEco-olzz �h � Wn WA -0001 W JPR 10 3 14 Pmt JPR 3/2/11 SHEET 1nor 2 WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON n DATAMM WEIR. m GIFT x7=0 R24' MVIINU.. SEE NOTE A PEAFCAA ED CPAN-CONN � FEEo-`RRLN 2x FUM thou TUNS PER A MY. DETAIL A .Lo' wEwiR.P.ss AR.DKxT C >._i & NONE waw -E xNc 2x sx.w BOLTED s GAL(ETm ACCESS cD.ERs. RSFAS & SAB OW IMPREMON0 AS REWIRED. Nh➢ POURED CNIORDE COMM REWIRD], W Cnio S SEE NOTE 2, N 5o IQK DmrnsD TMPD wnL Trv:c rs. IEE MWL NLET wEwAss- Washington 024' WOMIUM. GULD* ME "M &� MINIMUM DEPTH - RIM TO OUTLET INVERT - CARTRIDGE STACK CONFIGURATION 12' 10" 1Tr12' iT+18' ��»�/ ��>�/ ��»�/ rte.,+•/ 7 (s1.W7 I..%l p1.W'1 [wool DIMENSION 12" 16• 12'&1T 12'&10' Li -LENGTH- OD -FEET) E _ IEE MWL NLET wEwAss- Washington 024' WOMIUM. GULD* ME "M &� MINIMUM DEPTH - RIM TO OUTLET INVERT - CARTRIDGE STACK CONFIGURATION 12' 10" 1Tr12' iT+18' 4.2s• s.Do• s.er 6.07• (s1.W7 I..%l p1.W'1 [wool PERK Mm". CNIINDEE/STAM& -O`Rr CE 1TF1155 Pon, -CONCRETE FALNE FLooR SECTION A -A * Treatment Flow Rates shown conform to Washington State GULD Specifications Who, OUTLET o MINNIUI ME 12e MAWM.. im NOTE �. Perk FilterToOldcastlee 6' Wide Concrete Vault Stormwater Solutions 'A 6 6 T9218oNM1paM st BUIle2ateraS Solutions Ph. MD.57989191 Wras9ealwmr.2laivvm Washington State GULD Mede DM NO No ECO -0122 roaucenoneRv�xexcnn"u:�a o. FlItnoon Four to Eleven Cartridges/Stacks PF-V-&VvA-0001 E w JP`F 10 3 14 PN JPR 3/2/11 SHEET 2 OF 2 B VAULT TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES S MAXIMUM HEAD LOSS A CARTRIDGE STACK CONFIGURATION CARTRIDGE DIMENSION 12" 16• 12'&1T 12'&10' STACK QUANTITY -LENGTH- OD -FEET) TREATMENT TOTAL Flow TREATMENT TOTALF0N TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW FLOW RATE CAPACRT FLOW RATE CAPAOW FLOWRATE CAPACITY FLOW RATE CAP.- (GPM/CFS) (CF9) (GPMIGFS) (CFA) OGPMICPS) N.) (GPM I CFS) (CF.) 4 7 .210.061 5.7 .810091 0.5 4/0.121 9.7 0AW 13,D,.- 6 7 34. 0076 5 51. 0.114 0 M. DAA 9 85.01. 3.0 6 9 40.81 91 .8 612/ 36 .6 Blsl 02 .0 102.01 .1 7 8 4].610.1 5.8 ]14/0.1 8.6 95.210.2 9.9 .10.265 13. 8 8 54.510.1 5.8 816/01 8] tOB.8l0. 99 138.010303 13.2 9 1 61.2/.3 .8 81.81.115 7 122.41 0 11 M 0.152 5. 10 IU.PZ] 8. N 1 /0.3io 10. 010.t .810A61 5.9 .210.250 B.6 .elD.a3a Toa o.4MAXIMUM nFEU HEAD LOSS 1]FEET 2J FEET 2.9 FEET 3.5 * Treatment Flow Rates shown conform to Washington State GULD Specifications Who, OUTLET o MINNIUI ME 12e MAWM.. im NOTE �. Perk FilterToOldcastlee 6' Wide Concrete Vault Stormwater Solutions 'A 6 6 T9218oNM1paM st BUIle2ateraS Solutions Ph. MD.57989191 Wras9ealwmr.2laivvm Washington State GULD Mede DM NO No ECO -0122 roaucenoneRv�xexcnn"u:�a o. FlItnoon Four to Eleven Cartridges/Stacks PF-V-&VvA-0001 E w JP`F 10 3 14 PN JPR 3/2/11 SHEET 2 OF 2 WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 30 a 13 30 eo 1 inch = 30 feet. a — o TRACT B TAHO MA TERRA PHASE 1, DIVISION 1 --- TRASH GARAGE PHASE LINE . � OMPACTOR COVE ED ' i DURANT S RSE 8' ASPH COVER DOESTRIAN 1R ED _ — — —� I ^' 4CAR GARAGE AGE = ---_ 41 OOI AREA ! GARAGE GAR ` 1 I 4°I�00 4200 - - -- 43 00 41+00 �� DRIVE AISLE 'C' r w W �YA W o t S Pvc esoo wa s �Alri s } a�oG �35 PHASE LME o W W Z° BLOW OF'F(TYP.) 0 BRED C OVERED RE - COV€:D COVERED • � I 348 �t I 3 4' PVC SDR 21 FIRE O - I SERVICE LINE I I 1 I i \ $ n \\ BUILDING 4 OPEN CE OPE PACE BUILDING 3 / m 1 - BUILDING 2 1F BUILDING 1 I 4' PVC SQR 21 FIRE/ SERVICE LJNE 4' PVC 5 21 FIRE SERVICE NE 1 -,� 4" PVC SDR 21 FIREI // V� r SERVICE LINE 1 C NECT N WATER LINE \ ' YI . J_`• (� M � jh � �I M I 3 TO EXISTIN STUB �FIRE DEPARTMENT ZCL 6' 0 4000 & 3000 I CONNECTJON (TYP.) O GALLON STEP TANK ASSEMBLY EDETAILLS ON SHEET ZQ0 6000 &3000 C19 2 SERVCE LINE GA ON STEP TANK ZC000& 3000 FIRST FLOOR �1 3 IP i / 1 I METER (TYP.) DETAILS ON SHEET GALLON STEP TANK O s ACTH CENTER SEED` 1 I & C20.- i,_ IRRIGATION METER _ I ETAI C19N C & C20 O ', a ----- i- ------------- 1 0 0 P ASE LINE: I 31 . .. — '. PHASE INE 1. •, 'PHASE LINE I . •'� - -2.�W� METER _ \ ' .. . - . .-- , ._- -.2`.�WATER METER. .. °WATE ME \ dl \ I HOT TAP EX FM LINE & / — 10 IN W W W \. H I I CONNECT NEW FORCE MAIN W 11+00 o� 8NP c csoo waiER lnA� — / _ _ I h q _. 13+0W W— .- -.� _ _ EXISTING HYDRANT 3' PVC SDR 211.CLP00 FORCE MAIN r' 3 END OF LINE / .. .... ..... .-:-:-.. i / CLEAN OUT CONNECT SERVICE LINE ! \\ AUTOMATIC AIR RELEASEAAL$E 2� SERVICE LINE TO TO MAIN W/ SADDLE _ 21724420200 STEP TANK (TYP.) (TYP.) lOyAb � y� KEY NOTES (ROAD "A") iO. STA: 16+04.04;104.33LT REMOVE 8" CAP - CONNECT TO IX. WATER MAIN INSTALL 1-8" 45' BEND (MJXMJ) W/ THRUST BLOCK CONNECT TO IX, WATER MAIN (W/ THRUST BLOCKING.) CONTRACTOR IS TO VERIFY EX. WATER MAINS DEPTH, SIZE, CONDITION, AND TYPE PRIOR TO CONNECTION O2. IDLE 8" PVC C900 WATER MAIN O3. STA: 15+96.92; 97.11'LT INSTALL - 1 -8- 45' BEND (MJXMJ) W/ THRUST BLOCK 84LF 8" PVC C900 WATER MAIN O5. STA:15+96.47;13.07'LT INSTALL' 1-8" 45' BEND (MJXMJ) W/ THRUST BLOCK 1OLF 8" PVC C9DO WATER MAIN Qi STA:15+89.36;6.00'LT INSTALL, 1-8" 45' BEND (MJXMJ) W/ THRUST BLOCK ® 265LF 8" PVC C900 WATER MAIN 90. STA:13+24.39;6.00'LT INSTALL 1-8"X8"XB" TEE (MJXFLXFL) 2-8" GATE VALVE (FLXMJ) W/ THRUST BLOCK 10. 277LF 8" PVC C900 WATER MAIN 11. STA:10+47.57;6.DO'LT INSTALL: 1-8"XB"X8" TEE (MJXFLXFL) 2-8" GATE VALVE (FLXMJ) W/ THRUST BLOCK 12 43LF 8" PVC C900 WATER MAIN 13. STA:10+04.50;5.96'LT INSTALL* 1-2" BLOW OFF ASSEMBLY PER DETAIL 4-9 SHEET C21 W/ THRUST BLOCK i I I I I ,1 WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 00 0 is w e0 1 inch = 30 feet 4000 & GALLON STEP TANK I PSS Q� � p O � i _�`J1�1 SII • % O O � FLOM � I 6000 & 3000 GALLON O - ACTN" CENTER"' I STEP TANK (TYP.) ,eg' .: 8 STACKED 8'x9' PEk2KFILTER VAt�L�T .-'�� ______ _ -- < •.o CBC I :• i _ . HASE 9 L W 111Fo0 W 2+00 W W 13+00 ca RC top 'A' FM FIA FI FM FM FIA FM 13 1 hti / ��p 624LF 3" PVC R 21CL200 FORCE MAIN \ 3h6 N01�928 E 5 4 STA.10+0381;5.00RT / STA:11+68.82;5.00'11T / / INSTALL' 2' SERVICE LINE TD STEP TANK i 1 -END OF LINE CLEAN OUT _ _ / / i PER DETAIL 5-20 SHEET/69 — / i 21724420200 i STA:11+93.68; 5.00RT STA:10+10.42;5.0O'RT / 2" SERVICE UNE TO STEP TANK INSTALL' 1 -AUTOMATIC AIR RELEASE VALVE / PER DETAIL 5-12 SHEET GIB m w II N 350A STA:10+03.81;5.00'RT - INSTALL' 1 -END OF UNE CLEAN OUT PER DETAIL 5-20 SHEET C19 340 330 4 M STA:14+46.83;5.00'RT -' 2" SERVICE LINE TO STEP TANK STA:14+71.68; 5.00'RT 2" SERVICE UNE TO STEP TANK CONNECT SERVICE I LINE TO MAIN W/ / \ SADDLE (TYP-) / \ / I I / i I I II r" 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 ROAD 'A' HORIZONTAL 1" = 30' VERTICAL 1" = 5' 350 STA' 16+27.75.1.27'RT INSTALL' 1-12"X12"X4" HOT TAPPING TEE 1-4"X3` REDUCER (FUEL) 1-3" GATE VALVE (FLXMJ) W/THRUST BLOCKING ATER MAIN 340 3'LT STA:16+27.75;1.27'RT INSTALL' TO IX. WATER MAIN 1-1YX1YX4" HOT TAPPING TEE 1-4"X3" REDUCER (FLXFL) MJ) 1-3" GATE VALVE (FLXMJ) W/THRUST BLOCKING ATER MAIN (W/ THRUST BLOCKING.) VERIFY EX. WATER MAINS DEPTH, D TYPE PRIOR TO CONNECTION 30 M 14+50 15+00 15+50 16+00 16+40.56 n o g > PVI STA:13+20.00 :r OK N o o N PVI ELEV:346.50 HIGH PT STA: 14+75.00 M K:33.16 HIGH PT ELEV: 345.64 < F LVC: 50.00 PVI STA:15+00.00 ^o N J a N < Ci v PVI ELEV:345.50 + w M w w N o ,o K:1 _ ui r ori LVC: .O6 0.00 > NyM M �s $M --- ^U q ^U $[gyp LO PT STA: 15 94.03 -------_ m m0 Nn."' n +M LWPT ELEV: 41.41 -2• — — — m + o v w VI STA: 15+9 .00 z — — — w B"p _ Q Q w FINISHED GRA E ® EXISTING RADE 0 c`�'." m c`x'i Zi K: 2.984"., C C90 . — — — — — — N w ENTERLINA OF ROAD CENTERL E OF m �>+ 20.00 + m n _N ROA A /\ _VC* �z�u Oe o� TER N ---- X56% ---- \ on oa —O> R " MIN. COVEDIM M +. l�Ul-w f "' m > v - m p� O — - 18" MIN. 84LF 8" PVC C900 !' 624LF "PVC SDR CL200 F.M. �... _. - . > s Lei ma" �> _ o€ $ •16+ .04.104. R _.AP i T v �'• J k" > m STA:1 +89.36.6 00' - C m � " � N 3 - CONNEC IN m � N " INSTAI I' `~" a PROPOSE GRADE a x .� W/ RUST BLOCK 1-8" 45' ND (M EXISTIN GRADE °D 0° TOLE 8" P C900 WA MAIN W/ THRUST BLOCK N ? N 3 STA 15+96.47.1 7'L INS CONNECT 0 IX. ALL: 1- " 45' BEND (MJXMJ) L3 CONTRAC IS T W THRUST BL �� SIZE, CONATION, 'q 1n[ co M M O$ T m C M m Ol (O zo O p In (p V M N'1 .O Y) N O O Q) W W 1�p (0 YJ M M,p N ttpp M M � M M M M M q,pp {�{pp {{Npp 16 M M rv�j M M pJj ,moi, M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 ROAD 'A' HORIZONTAL 1" = 30' VERTICAL 1" = 5' 350 STA' 16+27.75.1.27'RT INSTALL' 1-12"X12"X4" HOT TAPPING TEE 1-4"X3` REDUCER (FUEL) 1-3" GATE VALVE (FLXMJ) W/THRUST BLOCKING ATER MAIN 340 3'LT STA:16+27.75;1.27'RT INSTALL' TO IX. WATER MAIN 1-1YX1YX4" HOT TAPPING TEE 1-4"X3" REDUCER (FLXFL) MJ) 1-3" GATE VALVE (FLXMJ) W/THRUST BLOCKING ATER MAIN (W/ THRUST BLOCKING.) VERIFY EX. WATER MAINS DEPTH, D TYPE PRIOR TO CONNECTION 30 M 14+50 15+00 15+50 16+00 16+40.56 WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON Y Q�pg�G �C Zm oZD m - -- .H1 0 Is w 60 1 inch = 30 feet. KEY NOTES (DRIVE AISLE "A") 42. 148LF 8" PVC C900 WATER MAIN 43. STA.31+53.50;6.00'LT INSTALL• 1-8"X8"X8"X8" CROSS (MJXMJXFLXFL) 2-8'X4" REDUCERS(FLXFL) 2-4" GATE VALVES FLXMJ W/ THRUST BLOCK BLF 8' PVC C900 WATER MAIN 45. STA:31+61.00;6.00'LT INSTALL' 1 -HYDRANT ASSEMBLY PER DETAIL 4-7 SHEET C21 1-8'X8'X6' TEE (MJXMJXFL) 1-6" GATE VALVE (FLXMJ) BLF 6' DI CL 52 SPOOL W/ THRUST BLOCK BOLE 8" PVC C900 WATER MAIN 47. 86LF 4" PVC SDR 21 FIRE SERVICE UNE ® STA: 31+53.50; 16.50'LT INSTALL 1-P.I.V 49 STA:31+53.50;14.50'LT INSTALL: 1 -FDC PER DETAIL 4-4.4 SHEET C21 50. 21LF 4" PVC SDR 21 FIRE SERVICE LINE 51. 9LF 4' PVC SDR 21 FIRE SERVICE UNE 52. STA.31+53.50;14.50'LT INSTALL: 1 -FDC PER DETAIL 4-4.4 SHEET C21 O STA.31+53.50;16.50'LT INSTALL 1-P.I.V 4OLF 4" PVC SDR 21 FIRE SERVICE UNE N F U 360 N Op a0 N W N .D GRADE ®CENTERLINE 3ZR ++�N^� OF DRIVE AISLE A + w a N M M p ON�QM S—STALL 06.00.6, a a J > w INTALL• OF DRIVE AISLE A m w N J INS FALL 350 < < o�w� 1-8"X8'X8" TEE 350 TEE (MI2- 2-8 GATE AD _ _ -V T4RU5T 0 340 30+00 I:MATld6'DAl 2-8'X4' 2-4" GA I I I � � 2 _ _— 22 17 ----- ----- --- ---- D NE AIS E 4 __ a _ ,98'9L£ 3„0I,L l.88S � � \ V 1 A \ \ - r----r----I---I-+--- M acd M M M h M M M M M M M M 30+50 31+00 31+50 DRIVE AISLE 'A' HORIZONTAL 1” = 30' VERTICAL 1" = 5' N V N 360 N Y R M Q N .D GRADE ®CENTERLINE 3ZR OF DRIVE AISLE A + w a N M M p (OY STING GRADE 0 CENTERLINE Q> d a J w +4 OF DRIVE AISLE A m w N w o INS FALL 350 < < o�w� - r----r----I---I-+--- M acd M M M h M M M M M M M M 30+50 31+00 31+50 DRIVE AISLE 'A' HORIZONTAL 1” = 30' VERTICAL 1" = 5' N V Lp o" -4.43XJ yUjUN N`Jry :32+41.42.6.00'LT 350 (OY ONiJ INS FALL o�w� EXISTING GRADE ® TEE (MI2- z w'� FINISH D GRADE 0 ' GATE VALVE (FL)WJ) Sam CENTS LINE OF 0 W/ THRUST BLOC( 340 o wEN 1-HYDI NNT ASSEMBL PER DETAIL -7 SHEET C21 1-8'X8 X6' TEE (MJXdJXFL) AISLE B a 1-6" G TE VALVE ( (MJ) PROPOSED GRADE BLF 6' DI C_ 52 SPO iL EXISTNG GRADE W/ TH ST BLOCK - - 335 340 - - - 0)9% -0.99X 0.82X- - - - •00 Lp o" yUjUN N`Jry (OY ONiJ o�w� EXISTING GRADE ® c; + W z w'� FINISH D GRADE 0 N w'ii' CENTS LINE OF o o wEN Exi lNE OF DRIVE DRIVE AISLE B a ISLE - - - ___Now tim - - r -0.53X - - - 0)9% -0.99X 0.82X- - - - •00 2.00X IN. COVER -4.71X A:2 13.07.6.00'L INSTA STA: +53.506.00 T 1 '6 1-8" ' BEND MJX J) I INSTALL; INST .00.6.00'LT W THRUST BLOCK 1-13"X8 X4 TE MJX IJX 1-HYDR NT ASSEMBLY -PER DETAIL TA:20t 1-4' GATE VALVE (FLXMJ) 4-7 SHEET C21 .00.13.07LT W1 THRUST BL 2-8'X8 X6" TEE (MJXMJXFL) INSTALL' 1-6" GATE VALVE (FL MJ) 91 1-8' 45' END (MJXMJ) LF 8' PVC DO WATER MAN 8LF 6" 1 CL 52 SP W/ THRUS BLOCK W THR ST BLOCK cp 32+00 32+50 20+00 20+50 21+00 DRIVE AISLE 'B' HORIZONTAL 1" = 30' VERTICAL 1' = 5' 90 350 vy�3 W Q J X ~ y xm� N 3 L340 tV M 21+50 22+00 22+47.42 KEY NOTES(DRIVE AISLE "B") 14. BOLE 8' PVC C900 WATER MAIN 15. STA:21+61.00;6.00'LT INSTALL: 1 -HYDRANT ASSEMBLY PER DETAIL 4-7 SHEET C21 2-8'X8"X6' TEE (MJXMJXFL) 1-6" GATE VALVE (FLXMJ) 8LF 6' DI CL 52 SPOOL W/ THRUST BLOCK 16. 8LF 8" PVC C900 WATER MAIN 17. STA: 21+53.5D;6.00'LT INSTALL' 1-8"X8'X4" TEE (MJXMJXFL) 1-4" GATE VALVE (FLXMJ) W/ THRUST BLOCK 18. 9LF 4' PVC SDR21 FIRE SERVICE LINE 19. STA:21+53.50;6.00'LT INSTALL: 1 -FDC PER DETAIL 4-4.4 SHEET C21 20 STA: 21+53.50; 16.50'LT INSTALL 1-P.I.V. 21. 39LF 4' PVC SDR21 FlRE SERVICE LINE © 14OLF 8' PVC C900 WATER MAIN 23. STA. 20+13.07;6.00'LT INSTALL 1-8" 45' BEND (MJXMJ) W/ THRUST BLOCK 24. 1OLF 8" PVC C900 WATER MAIN 25. STA:20+06.00; 13.07'LT INSTALL, 1-8' 45' BEND (MJXMJ) W/ THRUST BLOCK KEY NOTES(DRIVE AISLE 'C-) 26. 135LF 8' PVC C900 WATER MAIN 27. STA:41+48.25;6.00'RT INSTALL - 1 -HYDRANT ASSEMBLY PER DETAIL 4-7 SHEET C21 1-8'X8'X6' TEE (MJ(MJXFL) 1-6' GATE VALVE (FLXMJ) 8LF 6' DI CL 52 SPOOL W/ THRUST BLOCK 28. 135LF 8" PVC C900 WATER MAIN 29. STA:42+82.82;6.00'RT INSTALL: 1-8'X8'X8' TEE (MJXFLXFL) 2-8' GATE VALVE (FLXMJ) W/ THRUST BLOCK 30 128LF 8' PVC C900 WATER MAIN 31. STA: 44+10.46;6.00'RT INSTALL' 1 -HYDRANT ASSEMBLY PER DETAIL 4-7 SHEET C21 1-8'X8'X6' TEE (MJXMJXFL) 1-6' GATE VALVE (FLXMJ) BLF 6' DI CL 52 SPOOL W/ THRUST BLOCK 32. 8LF 8' PVC C900 WATER MAIN O STA:44+18.23;6.00'RT INSTALL: 1-8'X8'X4' TEE (MJXFLXFL) 1-4' GATE VALVE (FLXMJ) W/ THRUST BLOCK 34. STA:44+20.52;6.00'RT INSTALL: 1-2" BLOW OFF ASSEMBLY PER DETAIL 4-9 SHEET C21 W/ THRUST BLOCK O 129LF 4' PVC SDR 21 FIRE SERVICE LINE IS STA:44+18.23;14.50'RT INSTALL 1 -FDC PER DETAIL 4-4.4 SHEET C21 37. STA: 44+18.22; 1 7.00'RT INSTALL: 1-P.I.V 38. STA:44+18.15;134.92'RT INSTALL.- 1-8- NSTALL:1-8' 45' BEND (MJXMJ) W/ THRUST BLOCK 39. 24LF 4' PVC SDR 21 FIRE SERVICE UNE STA:44+35.26;152.00'RT INSTALL 1-8' 45' BEND (MJXMJ) W/ THRUST BLOCK 41. 12LF 4" PVC C900 WATER MAIN WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON ao a u w ec 1 inch = 90 feet, N N 350 340 PROPOSE EXISTIN 335 C F m U N N wQ"' y Jc� p w O amM mam W � ��lJ W F -QM OmM Z 11 < W II V W II U m W t n C J w EX STING GRADE CEN RLINE OFD IVE O Y --- - AISLE C - - - --- - - ' " <' STA:44+18.2 6.00'RT -1.(D%>; z il' Q N INSTALL: - XFLXFL -1.00X -- _ 1- ` GATE VALVE(FLXMJ) -2.25X _ ' - - - - W/ THRU T BLOCK FINISHED GRA E ®CENTER NE -0.54 TA: 40+13.076.00'RT OF DRI AISLE C - INSTA 77 36' MIN. COVER _ - - - - - - W/ TH UST BLOCK STA:41+ .25:6.00'RT � INSTAW 1 -HYDRANT SSEMBLY DETAIL 4-7 ST :44+10.46;6.MRTSHEET C21 •44+20.52;6 'RT IN STA:42+ .8 •6.00'RTj—HynpAwTASSEMgi nrTAii TALL: GRADE 1-6' GATE VALVE (FLXMJ) SHEE C21L11 ,BLOW OFF SSEMBLY PE DETAIL GRAD8LF 6" DI L 52 SPOOL 1 8'X8`XB' (MJXFLXFL) 1-8`X8" 6' TEE (MJXM FL) 4 9 SHEET C21 W/ RUST BLOCK -8' GATE V LVE (FLXMJ) 1-6' G TE VALVE ( J) THRUST BLOCK W/ RUST BLOCK 8LF ' DI CL 52 OCL 8' PVC C9 WATER MAI 11 W/ THRUST OCK U W u� N O WO�N�i O N N cp ^ p t0 M �N� MM Dnp �Y�pp tip ��p ��p MM M M M M MM M T Mp�j M Mp�j M M �' MM M M MM M `� MM M< MM M MMM M M M M M M M M 40+00 40+50 41+00 41+50 42+00 42+50 DRIVE AISLE 'C' HORIZONTAL 1" = 30' VERTICAL 1" = 5' 350 340 .335 43+00 43+50 44+00 44+50 45+00 45+35 GENERAL NOTES(SANITARY SEWER MAIN INSTALLATION) A. 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). B. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. C. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REWIRED APPROVALS AND PERMITS. D. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. E. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIIITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. G. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS H. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED W1TH 14 GAUGE, HEAVY COATED OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND RED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D° OR APPROVED EQUAL. THE TAPE AND ARE SHALL BE FURNISHED BY THE CONTRACTOR. I. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12DABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED POWER'. TAPE SHALL BE FURNISHED BY CONTRACTOR. J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE GENERAL NOTE 5.60-A). K. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. L. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITES AND ROADWAYS. M. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. N. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 0. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. P. ALL STEP MAINS SHALL BE HYDROSTATCALLY 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 THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. Q. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. R. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5 -FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. S. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL SAID SWITCH SHALL HAVE A LOCKING COVER MODEL 15031-0 RAYNTTE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. T. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTON ARE: 1. TANK INSTALLATION, IE; BEDDING AND LOCATION 2. TANK INFILTRATION, EXFlLTRATION TEST 3. S.S. PRESSURE TEST 4. SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION U. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL PUMP NOTES DUPLEX PUMP SYSTEMS AND TRIPLEX PUMP SYSTEMS FOR 3,000 GALLON TANKS OR LARGER. 1. ALL STEP TANKS HOUSING MORE THAN ONE PUMP MUST UTILIZE 2 INCH PIPING FOR THE SERICE LINE. PROVIDE ORENCO MODEL P20 05 11 OR APPROVED EQUAL. PUMPS SHALL BE LISTED BY AN APPROVED TESTING LABORATORY E.G., UL OR CSA FOR USE AS AN EFFLUENT PUMP. PUMPS SHALL BE STAINLESS STEEL AND/OR THERMOPLASTIC. ALL WETTED FASTENERS SHALL BE 300 -SERIES STAINLESS STEEL 2. MOTORS MOTORS SHALL BE PERMANENT SPLIT PHASE -TYPE OPERATING AT 3450 RPM. MOTORS SHALL BE 1/2 HP, 115 VOLT, SINGLE PHASE, 60 HZ. THE SUPPLIER SHALL PROVIDE A HEAD CURVE SHOWING PERFORMANCE OF THE PUMP PATH THE ORIFICE INSTALLED. MOTORS SHALL BE THERMALLY -PROTECTED WITH AN AUTOMATC-RESET FEATURE. 3. OPERATING CONDITIONS THE EFFLUENT PUMP SHALL BE OF THE SUBMERSIBLE TURBINE TYPE CAPABLE OF DELIVERING 20 GPM AGAINST A TDH OF 105 FEET, AND WITH A SHUT-OFF HEAD OF NOT LESS THAN 160 FEET. 4. BYPASS A-1/8" BYPASS ORIFICE SHALL BE DRILLED IN THE DISCHARGE HEAD OF THE PUMP TO ALLOW FOR COOLING PUMP MOTOR DURING PERIODS OF NO DISCHARGE. WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE SERVICE BOX - CARSON INDUSTRIES MODEL NO. 150 FEET 1419B 'NTH BOLTED HINGED COVER OR EQUAL 250 FEET COVER MARKING TO READ 'SEWER' (USE IN 350 FEET NON -TRAFFIC AREAS) RESTORATION 14 GA. OF HEAVY INSULATED FlITISH CRADE SHALL BE DIRECT BURY COPPER TONING WIRE FINISH ALL TONING WIRE SPLICES SHALL SMOO7H k CONSISTPNT BE CONNECTED BY USING D.B.Y. SPLICE TO EXISTING FINISH KITS MANUFACTURED BY 3M 14 GAUGE TONING GRADE WIRE ;rovav o avoovv .. ovrvavoay. oovavvaa A.C. PAVEMENT OVER TO STEP TANK a0 N z 0 ALL E%IS71NC GRADES AN I SURFACE TOP CWRSE STEP MAIN CURBS SLWES SHALL MATCH o MATCH E%ISTING SELECT BACKFILL CONNECT TO (INtIVFNAY/SIDEWAIK) EXISTING PVC 1" OR 2" CHECK VALVE 1"OR 2" SCHEDULE SERVICE LINE 40 PVC SWP 1" OR 2° KBI BALL VALVE, SL x SL HY1)ROSEID/ PUNiNICS NAPVE BACIffTLL PVC SWING CHECK LAWN/UWDSCAPE VALVE SL x SL 1° OR 2" KBI BALL VALVE, SL x SL INSTALLATION NOTES: 1" OR 2" PVC NIPPLE, SL x SL 1. ALL SERVICE LINE CARSON BOXES SHALL MTH EXISTING CRAOE BE LOCATED 4' FROM EDGE OF CURB TO SLOPE AS STEEP CENTER OF CARSON BOX IN PLANTER a STRIP ON BOTH SIDES OF ROADWAY. 1" OR 2" x MAIN DIA. PVC AS POSSIBLE REDUCING TEE SL x SL x SL 2. GANG CARSON BOXES SHALL BE LOCATED OR PIPE SADDLE 3' APART TO CENTER OF BOXES SEWER LINE 3. BALL AND CHECK VALVES TO BE GAL INSTALLED IN CARSON BOXES ACCORDING z TO DRAWNG. °A 0/2019 4. NO THREADED CONNECTIONS IN SERVICE y�lropJp�pop�po/i��i%moi``FLEXIBLE LINES UNLESS PRE -APPROVED BY THE PIPE DIRECTOR OF HIS/HER DESIGNER. w r CITY OF SHALL BE D ED DWG. 6" MIN BEDDING TYPICAL 1"AND 21" SERVICE -1 51WORKS NOTES: DIRECTOR DA PUBLICVTE DATE 10/2019 CONNECTIONS DES. KUD r SITUATIONSAS 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS MKD Do DES.MKD REQUIREMAY TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET #8 AWG COPPER 350 FEET (Stt SPLUHUAIIUNS WK AUUUIUNAL INr UKMAMUN). TO SILENCE ALARM.( PUSH LIGHT. FOR SERVICE CALL 360-458-8411 CITY OF YELM 5" ENTERED ON PANEL FROM POWER SOURCE 3/4" CONDUIT OR APPROPRIATELY SIZED PER L&I ELECTRICAL CODE NOTE: PANEL SIZE MAY VARY DEPENDING ON APPUCATION. TYPICAL PUMP CONTROL PANEL DECAL - SEE SPECIFICATIONS 18PT. LETTERING PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM ALARM LIGHT AND SILENCE BUTTON APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE 5-5 RESTORATION TABLE 1 41RFACE THICKNESS BACKFILL/ COMPACTION COMMENTS/ OTHER RESTORATION 24° PVC RISER WITH I REOMN75. REpIIREMENTS ORO BO RESTORATION ACKFILL SELECT =113 FlITISH CRADE SHALL BE SURFACE FINISH e,.D SMOO7H k CONSISTPNT 14 GAUGE I °� I�TONING MTH IXIS7INC 3' MIN. CfiPDE B AC. ;rovav o avoovv .. ovrvavoay. oovavvaa A.C. PAVEMENT OVER PAMNC OVER 4' CRUSND) SELECT BACKFILL 0 ALL E%IS71NC GRADES AN I SURFACE TOP CWRSE COMPACT 10 95% CURBS SLWES SHALL MATCH CONCRETE SURFACE MATCH E%ISTING SELECT BACKFILL MATCH EXIStINO FINISH (INtIVFNAY/SIDEWAIK) CONCRETE THICKNESS BACKFILL SEE lE%NRE, AND GRPDE. - HY1)ROSEID/ PUNiNICS NAPVE BACIffTLL RESTORATION LAWN/UWDSCAPE - COMPACT TO 85% SMOO7H 8 CON95TANT MAINTAIN SIDE Z 4"4 iORFlCE MTH EXISTING CRAOE UNIMPROVID SUFACE SLOPE AS STEEP NAIVE BACIfFlLL a ~ AS POSSIBLE ABOVE EXISTING C{tPDE 2400 SEWER LINE Nw GAL 9,ryT�,r`�//:yryr•�//9,ry/y`,r,,PIPE z BEDDINGFOR °A 0/2019 (NOTE I y�lropJp�pop�po/i��i%moi``FLEXIBLE KDDMM PIPE w r 2/3 VOLUME SHALL BE D 6" MIN BEDDING APPROVED BY NOTES: DIRECTOR V • 1. DELETE BAFFLE FOR A 3000 GALLON TANK HIS/HER DESIGNER UTILIZED AS A TRIPLEX PUMP VAULT. SITUATIONSAS 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS CONTROL PANEL INSTALLATION DES.MKD REQUIREMAY O.D. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS DMM AND TWO COMPLETE RISERS, ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. CITY OF YELM D By DWG. N0. 3, 000 GALLON STEP TANK/PUMP 511 PUBDC�WORKS DIRECTOR DATE TANK °A 0/2019 DES.MKD DWMKD DMM CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE O. COURSE CITY OF YELM APPROVED E 5 3 PUBLIC WORKS DIRECTOR DATE TYPICAL PIPE TRENCH 1 ,-MK E ' EH DATED/20191 ,,, -- ---- -- -- RESTORATION TABLE 1 41RFACE THICKNESS BACKFILL/ COMPACTION COMMENTS/ OTHER TYPE 24° PVC RISER WITH I REOMN75. REpIIREMENTS CRUSHED 4' CRUSHED SURFACE ACKFILL SELECT =113 FlITISH CRADE SHALL BE SURFACE p1p CWRSE COMPACT TO 95% SMOO7H k CONSISTPNT 14 GAUGE I °� I�TONING MTH IXIS7INC 3' MIN. CfiPDE B AC. NISN ROADWAY TO CONFOR A.C. PAVEMENT OVER PAMNC OVER 4' CRUSND) SELECT BACKFILL 0 ALL E%IS71NC GRADES AN C4tA`h1 BASE SURFACE TOP CWRSE COMPACT 10 95% CURBS SLWES SHALL MATCH CONCRETE SURFACE MATCH E%ISTING SELECT BACKFILL MATCH EXIStINO FINISH (INtIVFNAY/SIDEWAIK) CONCRETE THICKNESS COMPACT TO 95X lE%NRE, AND GRPDE. HY1)ROSEID/ PUNiNICS NAPVE BACIffTLL FINISH C{2AOE SHALL BE LAWN/UWDSCAPE 0`hR 4' MIN. TYPE A TOP COMPACT TO 85% SMOO7H 8 CON95TANT Z 4"4 iORFlCE MTH EXISTING CRAOE UNIMPROVID SUFACE N A / NAIVE BACIfFlLL MWNO BACI(FlLL 2' ~ COMPACT 10 85% ABOVE EXISTING C{tPDE Development Review Engineer APPROVAL FORM CONDUITS TO GALVANIZED POST OR 0 CHANNEL SEE TYPICAL PUMP CONTROL PANEL r01 PUMP CONTROL DETAIL DRAWING N6. PANEL PVC CONDUIT 3 16 HOT DIPPED DISCONNECT BOX GALVANIZED UNISTRUT OR EQUAL AS APPROVED BY THE ATTACH CONDUIT TO DIRECTOR OR HIS/HER GALVANIZED DESIGNER. UNISTRUT OR POST WITH STAINLESS CONCRETE STEEL TWO HOLE EXISTING GROUND STRAPS s a. z_ N � i a °v� TO NEW ;: TO STEP TANK ELECTRICAL PANEL •a 12° DIA. N4I1•` 1. DISCONNECT COVER SHALL BE 5031-0 RAYNTTE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. CITY OF YELM APPROVED BY DWG, N0. REMOTE POST -RESIDENTIAL PUMP PUBLIC WORKS DIRECTOR DATE 5-4 1" AIR RELEASE VALVE OR 2" COMBINATION AIR RELEASE 21"0 RIBBED PVC RISER W/ ALVE &VACUUM VALVE BOLT ON FIBERGLASS LID BY 2° RIGID FINISH GRADE SHALL ORENCO OR EQUAL CARBON FILTER INSULATION BE WITHIN 1°t 1/4" OF TOP OF LIP. EXISTING GROUND 3 I 1 -MAX. � 14 GAUGE TONING WIRE 1/2° PVC TRUE UNION BALL VALVE 4; � 1" PVC TRUE UNION BALL VALVE � SLOPE UP ------------ POLYPROPYLENE 1: SCHEDULE 40 PVC STRAINER 1 PVC ELL SLxTH 1° SCHEDULE 80 PVC IPI NIPPLE SELF TAPPING PVC SADDLE ROMAC MODEL 304 OR EQUAL INIMUM OF 8" OF PEA PRESSURE SEWER MAIN GRAVEL BACKFILL FOR DRAIN NOTE; PLACE IN ANON -TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT WELDED. CITY TO FIELD LOCATE. CITY OF YELM APPROVED BY DWG. No. TYPICAL SEWER AUTOMATIC AIR PUBLIC WORKS DIRECTOR DATE 5-12 DES. DWN RELEASE VALVE -FINISHED GRADEWATER TIGHT LID 24° PVC RISER WITH I PUMP VAULT RISER WATER TIGHT LID I 30' RISER I 4 GAUGE 14 GAUGE I °� I�TONING WIRE TO TONING PARE TO �1 N SERVICE BOX SS CO I - _T _T I ` - 600 I 2 PART USE ORCNO GAL TANK TO RISER ADAPTER FOR In CONCRETE TANKS OR Z 4"4 iORFlCE APPROVED EQUAL O n p �� p PUMP ASSEMBLY, SEE ~ DWG. NO. 5-9 2400 Nw GAL AFFEE z Q °A 0/2019 (NOTE I MKD KDDMM w r 2/3 VOLUME 1/3 VOLUME 6" MIN BEDDING VARIES NOTES: 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS CONTROL PANEL INSTALLATION DES.MKD OF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS DMM AND TWO COMPLETE RISERS, ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. CITY OF YELM D By DWG. N0. 3, 000 GALLON STEP TANK/PUMP 511 PUBDC�WORKS DIRECTOR DATE TANK °A 0/2019 DES.MKD DWMKD DMM Development Review Engineer APPROVAL FORM CONDUITS TO GALVANIZED POST OR 0 CHANNEL SEE TYPICAL PUMP CONTROL PANEL r01 PUMP CONTROL DETAIL DRAWING N6. PANEL PVC CONDUIT 3 16 HOT DIPPED DISCONNECT BOX GALVANIZED UNISTRUT OR EQUAL AS APPROVED BY THE ATTACH CONDUIT TO DIRECTOR OR HIS/HER GALVANIZED DESIGNER. UNISTRUT OR POST WITH STAINLESS CONCRETE STEEL TWO HOLE EXISTING GROUND STRAPS s a. z_ N � i a °v� TO NEW ;: TO STEP TANK ELECTRICAL PANEL •a 12° DIA. N4I1•` 1. DISCONNECT COVER SHALL BE 5031-0 RAYNTTE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. CITY OF YELM APPROVED BY DWG, N0. REMOTE POST -RESIDENTIAL PUMP PUBLIC WORKS DIRECTOR DATE 5-4 1" AIR RELEASE VALVE OR 2" COMBINATION AIR RELEASE 21"0 RIBBED PVC RISER W/ ALVE &VACUUM VALVE BOLT ON FIBERGLASS LID BY 2° RIGID FINISH GRADE SHALL ORENCO OR EQUAL CARBON FILTER INSULATION BE WITHIN 1°t 1/4" OF TOP OF LIP. EXISTING GROUND 3 I 1 -MAX. � 14 GAUGE TONING WIRE 1/2° PVC TRUE UNION BALL VALVE 4; � 1" PVC TRUE UNION BALL VALVE � SLOPE UP ------------ POLYPROPYLENE 1: SCHEDULE 40 PVC STRAINER 1 PVC ELL SLxTH 1° SCHEDULE 80 PVC IPI NIPPLE SELF TAPPING PVC SADDLE ROMAC MODEL 304 OR EQUAL INIMUM OF 8" OF PEA PRESSURE SEWER MAIN GRAVEL BACKFILL FOR DRAIN NOTE; PLACE IN ANON -TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT WELDED. CITY TO FIELD LOCATE. CITY OF YELM APPROVED BY DWG. No. TYPICAL SEWER AUTOMATIC AIR PUBLIC WORKS DIRECTOR DATE 5-12 DES. DWN RELEASE VALVE Z Z d O W 3 � ~ w 3 Nw W z Q °A 0/2019 MKD KDDMM w r °A 10/2019 CONTROL PANEL INSTALLATION DES.MKD D�MKD DMM m 0 :i yLL m J N N ay J W J Jica n -'3 C � Z � c W � a W a Z 12 Z Z d O W 3 � ~ w 3 Nw W z Q °A 0/2019 MKD KDDMM m 0 :i yLL m J N N ay J W J Jica n -'3 C � Z � c W � a W a Z 12 U V � N o m v a` U Designed: DPS Drawn: PEG Checked: CAD Scale: NTS Date: 03.16.20 Job No.: 08164 Sheet No.: C18 18 of 22 Sheets Z Z d O W 3 � ~ w 3 Nw W z Q y r w Z w r U V � N o m v a` U Designed: DPS Drawn: PEG Checked: CAD Scale: NTS Date: 03.16.20 Job No.: 08164 Sheet No.: C18 18 of 22 Sheets WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON CIS FIBERGLASS LID WITH MARKING TO READ "SEWER" WITH FINISHED GRADE 6" z THE SURFACE RICH NO. 910 VALVE BOX, = 8,044 -GAL 5' MIN TYP. FINISH GRADE 8° 2'-0° 8° (TYP ) 30"0 RISER PVC RISER, ORENCO SYSTEMS, INC., OR EQUAL m rI ALARM HIGH LEVEL NATIVE OR SELECT r � LAG ON/OFF (4.5" DRAWDOWN ON TO OFF) 6. pp o 2" ASPHALT OVER LEAD ON/OF (4.5" DRAWDOWN ON TO OFF)6" DIRECTED BY $ C7 LOW LEVEL ALARM ENGINEER.; �12" m � REDUNDANT OFF < PVC PIPE WITH PVC PIPE ASTM WITHIN 12" OF THE SURFACE. UNDISTURBED SOIL 000 O CONCRETE SUPPORT BLOCK 6° DRIP 1/2" HOLE OR SLOT FOR _ WIRE 25" �wa- m�w 2"0-90' BEND SIZE AS MAIN (MJxMJ) GATE STEP TANK o$ °v 2E a 5-21 TONING WIRE 6" MIN. BEDDING PUBLIC WORKS DIRECTOR DATE -1 0/2019 NOTES: CITY OF YELM D v APPROVED BY DWG. N0. FLOAT SETTING VAULT DIMENSIONS PER MANUFACTURER. 5.14 2. 6" MIN. SAND AROUND ALL APPURTENANCES. PUBLIC WORKS DIRECTOR DATE DA O/2D19 CITY OF YELM FOR DUPLEX PUMP VAULT DES.MKD DWNMKD DMM x o 5-16 WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 1. UNITES PER BUILDING (ASSUMES 2.5 PEOPLE PER BUILDING 1: 16 UNITS BUILDING - 40 PEOPLE BUILDING 2: 20 UNITS BUILDING - 50 PEOPLE BUILDING 3: 20 UNITS BUILDING - 50 PEOPLE BUILDING 4: 19 UNITS BUILDING - 48 PEOPLE 2. FLOW PER BUILDING 65 GALLONS PER DAY PER PERSON (TABLE 2 FROM SECTION 5.10.010 YELM ESSD, 2019) BUILDING 1: Q = 40 PEOPLE*65-GPD = 2,600 -GPD BUILDING 2: 0 = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 3: Q = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 4: 0 = 48 PEOPLE*65-GPD = 3,120 -GPD 3. DETENTION VOLUME (V) BELOW `OFF" SWITCH V = 1.5Q (RESIDENTIAL STRENGTH WASTE) BUILDING 1: V = 1.50 = 1.5*2,600-GPD = 3,900 -GAL BUILDING 2: V = 1.512 = 1.5*3,250-GPD = 4,875 -GAL BUILDING 3: V = 1.5Q = 1.5*3,250-GPD = 4,875 -GAL BUILDING 4: V = 1.50 = 1.5*3,120-GPD = 4,680 -GAL 4. TOTAL TANK VOLUME (PER SECTION Ci -10.1.6 OF D.O.E. CRITERIA FOR SEWAGE WORKS DESIGN MANUAL) TOTAL TANK VOLUME = 1.65V, VT = 65% OF TOTAL TANK VOLUME BUILDING 1: CIS FIBERGLASS LID WITH MARKING TO READ "SEWER" WITH m 6" 6° THE SURFACE RICH NO. 910 VALVE BOX, = 8,044 -GAL 5' MIN TYP. FINISH GRADE 8° 2'-0° 8° (TYP ) O PVC RISER, ORENCO SYSTEMS, INC., OR EQUAL STEP TANK rI NOTE: NATIVE OR SELECT r � CITY OF YELM BACKFILL AS DWG. NO. 2" ASPHALT OVER MO DIRECTED BY ra,: r y„ a r a.:AI, 4" CONCRETE WITH #4 REBAR C7 m" ENGINEER.; �12" m � REQUIRED TO BRING NUT TO r 0 PVC PIPE WITH PVC PIPE ASTM WITHIN 12" OF THE SURFACE. UNDISTURBED SOIL U p Z�6 O CONCRETE SUPPORT BLOCK 6° DRIP 1/2" HOLE OR SLOT FOR p�U WIRE '--I �wa- m�w 2"0-90' BEND SIZE AS MAIN (MJxMJ) GATE TYPICAL SEWER MAIN LINE GATE o$ °v 2E a 5-21 TONING WIRE BLOCK AS REQUIRED CONNECT PUBLIC WORKS DIRECTOR DATE -1 0/2019 NOTES: o c D v CONCRETE TO MAINLINE USE 1. 12" MIN. PEA GRAVEL AROUND FIBERGLASS TANKS, o PER MANUFACTURER. 2. 6" MIN. SAND AROUND ALL APPURTENANCES. 0 CITY OF YELM 0 APPROVED BY owc. No. x o 5-16 PUBLIC WORKS DIRECTOR DATE m FIBERGLASS TANK BEDDING JOINTS. PIPE TO BE SON DA 10/2019 DES.MKD DMKD A VALVE W/SOLVENT WELD O' DMM � D v 8 0m 1. UNITES PER BUILDING (ASSUMES 2.5 PEOPLE PER BUILDING 1: 16 UNITS BUILDING - 40 PEOPLE BUILDING 2: 20 UNITS BUILDING - 50 PEOPLE BUILDING 3: 20 UNITS BUILDING - 50 PEOPLE BUILDING 4: 19 UNITS BUILDING - 48 PEOPLE 2. FLOW PER BUILDING 65 GALLONS PER DAY PER PERSON (TABLE 2 FROM SECTION 5.10.010 YELM ESSD, 2019) BUILDING 1: Q = 40 PEOPLE*65-GPD = 2,600 -GPD BUILDING 2: 0 = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 3: Q = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 4: 0 = 48 PEOPLE*65-GPD = 3,120 -GPD 3. DETENTION VOLUME (V) BELOW `OFF" SWITCH V = 1.5Q (RESIDENTIAL STRENGTH WASTE) BUILDING 1: V = 1.50 = 1.5*2,600-GPD = 3,900 -GAL BUILDING 2: V = 1.512 = 1.5*3,250-GPD = 4,875 -GAL BUILDING 3: V = 1.5Q = 1.5*3,250-GPD = 4,875 -GAL BUILDING 4: V = 1.50 = 1.5*3,120-GPD = 4,680 -GAL 4. TOTAL TANK VOLUME (PER SECTION Ci -10.1.6 OF D.O.E. CRITERIA FOR SEWAGE WORKS DESIGN MANUAL) TOTAL TANK VOLUME = 1.65V, VT = 65% OF TOTAL TANK VOLUME BUILDING 1: CIS FIBERGLASS LID WITH MARKING TO READ "SEWER" WITH m TO BRING NUT TO WITHIN 24" OF zCOVER 0 THE SURFACE RICH NO. 910 VALVE BOX, = 8,044 -GAL 5' MIN TYP. FINISH GRADE 8° 2'-0° 8° (TYP ) O PVC RISER, ORENCO SYSTEMS, INC., OR EQUAL STEP TANK rI NOTE: #4 ®7° O.C. EACH WAY TOP r � CITY OF YELM APPROVED BY DWG. NO. 2" ASPHALT OVER MO D-3034 (WHITE) ra,: r y„ a r a.:AI, 4" CONCRETE WITH #4 REBAR C7 m" VALVE NUT EXTENSIONS m � REQUIRED TO BRING NUT TO r PVC PIPE WITH PVC PIPE ASTM WITHIN 12" OF THE SURFACE. UNDISTURBED SOIL THREADED PLUG D-3034 (WHITE) O CONCRETE SUPPORT BLOCK 6° DRIP 1/2" HOLE OR SLOT FOR C WIRE '--I APPROVED BY 2"0-90' BEND SIZE AS MAIN (MJxMJ) GATE TYPICAL SEWER MAIN LINE GATE VALVE SHALL BE SAME 5-21 TONING WIRE BLOCK AS REQUIRED CONNECT PUBLIC WORKS DIRECTOR DATE -1 0/2019 m y o c D v CONCRETE TO MAINLINE USE o o EXPANSION FITTINGS 0 0 y�j < x o > SAME SIZE SEWER MAIN m JOINTS. PIPE TO BE SON 40 PVC PIPE FROM o A VALVE W/SOLVENT WELD O' � D v 8 0m o y$3 LF,z s oP 1. UNITES PER BUILDING (ASSUMES 2.5 PEOPLE PER BUILDING 1: 16 UNITS BUILDING - 40 PEOPLE BUILDING 2: 20 UNITS BUILDING - 50 PEOPLE BUILDING 3: 20 UNITS BUILDING - 50 PEOPLE BUILDING 4: 19 UNITS BUILDING - 48 PEOPLE 2. FLOW PER BUILDING 65 GALLONS PER DAY PER PERSON (TABLE 2 FROM SECTION 5.10.010 YELM ESSD, 2019) BUILDING 1: Q = 40 PEOPLE*65-GPD = 2,600 -GPD BUILDING 2: 0 = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 3: Q = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 4: 0 = 48 PEOPLE*65-GPD = 3,120 -GPD 3. DETENTION VOLUME (V) BELOW `OFF" SWITCH V = 1.5Q (RESIDENTIAL STRENGTH WASTE) BUILDING 1: V = 1.50 = 1.5*2,600-GPD = 3,900 -GAL BUILDING 2: V = 1.512 = 1.5*3,250-GPD = 4,875 -GAL BUILDING 3: V = 1.5Q = 1.5*3,250-GPD = 4,875 -GAL BUILDING 4: V = 1.50 = 1.5*3,120-GPD = 4,680 -GAL 4. TOTAL TANK VOLUME (PER SECTION Ci -10.1.6 OF D.O.E. CRITERIA FOR SEWAGE WORKS DESIGN MANUAL) TOTAL TANK VOLUME = 1.65V, VT = 65% OF TOTAL TANK VOLUME BUILDING 1: VT = FIBERGLASS LID WITH VALVE NUT EXTENSIONS REQUIRED STAINLESS STEEL TO BRING NUT TO WITHIN 24" OF BOLTS AND NEOPRENE THE SURFACE GASKET = 8,044 -GAL 5' MIN TYP. FINISH GRADE 1't1/4° ALL UDS 2' MIN SLOPE TO NA77VE GRADE -(TIP.) NATIVE 14 GAUGE COPPER DIRECT GRADE BURY TONING WIRE, 2'-0" TAIL INTO RISER PVC RISER, ORENCO SYSTEMS, INC., OR EQUAL STEP TANK ORENCO TANK TO RISER ADAPTOR NOTE: CONCRETE SLAB 2' x 2' RISER AND LID SHALL BE 30" ON ALL PUMP VAULT INSTALLATIONS, CENTERED ON VALVE w/ CITY OF YELM APPROVED BY DWG. NO. 6" PVC PIPE ASTM RISER (NON -TRAFFIC RATED)PUBLIC D-3034 (WHITE) 5.16 WORKS DIRECTOR DATE DATE 10/2019 DES. MKD DwNMKD ffDMM 1. UNITES PER BUILDING (ASSUMES 2.5 PEOPLE PER BUILDING 1: 16 UNITS BUILDING - 40 PEOPLE BUILDING 2: 20 UNITS BUILDING - 50 PEOPLE BUILDING 3: 20 UNITS BUILDING - 50 PEOPLE BUILDING 4: 19 UNITS BUILDING - 48 PEOPLE 2. FLOW PER BUILDING 65 GALLONS PER DAY PER PERSON (TABLE 2 FROM SECTION 5.10.010 YELM ESSD, 2019) BUILDING 1: Q = 40 PEOPLE*65-GPD = 2,600 -GPD BUILDING 2: 0 = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 3: Q = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 4: 0 = 48 PEOPLE*65-GPD = 3,120 -GPD 3. DETENTION VOLUME (V) BELOW `OFF" SWITCH V = 1.5Q (RESIDENTIAL STRENGTH WASTE) BUILDING 1: V = 1.50 = 1.5*2,600-GPD = 3,900 -GAL BUILDING 2: V = 1.512 = 1.5*3,250-GPD = 4,875 -GAL BUILDING 3: V = 1.5Q = 1.5*3,250-GPD = 4,875 -GAL BUILDING 4: V = 1.50 = 1.5*3,120-GPD = 4,680 -GAL 4. TOTAL TANK VOLUME (PER SECTION Ci -10.1.6 OF D.O.E. CRITERIA FOR SEWAGE WORKS DESIGN MANUAL) TOTAL TANK VOLUME = 1.65V, VT = 65% OF TOTAL TANK VOLUME BUILDING 1: VT = 1.65V = VALVE NUT EXTENSIONS REQUIRED = 6,435 -GAL TO BRING NUT TO WITHIN 24" OF VT = THE SURFACE VALVE BOX, RICH N0. 910 OR = 8,044 -GAL EQUAL W/ COVER MARKING TO VT = READ °SEWER" = 1.65*4,875-GAL = 8,044 -GAL 2" ASPHALT OVER 4" . ,.' 1 2" CLR. io CONCRETE SLAB 2' x 2' TONING WIRE, BRING TO SURFACE CENTERED ON VALVE w/ IN VALVE BOX 4-#4'S EACH WAY TOP DRILL 1/2" HOLE OR SLOT FOR WIRE 6" PVC PIPE ASTM D-3034 (WHITE) GATE VALVE, MJ x MJ PVC SEWER MAIN 2 - #4 BARS DO NOT COVER BOLTS W/ CONCRETE .i..,.a:.,. ... UNDISTURBED SOIL n� v CONCRETE SUPPORT BLOCK FOR VALVES 2° AND LARGER CITY OF YELM APPROVED BY ONG, NO. TYPICAL SEWER MAIN LINE GATE 5-21 PUBLIC WORKS DIRECTOR DATE -1 0/2019 VALVE DES.MKD WNMKD I KDDo 1. UNITES PER BUILDING (ASSUMES 2.5 PEOPLE PER BUILDING 1: 16 UNITS BUILDING - 40 PEOPLE BUILDING 2: 20 UNITS BUILDING - 50 PEOPLE BUILDING 3: 20 UNITS BUILDING - 50 PEOPLE BUILDING 4: 19 UNITS BUILDING - 48 PEOPLE 2. FLOW PER BUILDING 65 GALLONS PER DAY PER PERSON (TABLE 2 FROM SECTION 5.10.010 YELM ESSD, 2019) BUILDING 1: Q = 40 PEOPLE*65-GPD = 2,600 -GPD BUILDING 2: 0 = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 3: Q = 50 PEOPLE*65-GPD = 3,250 -GPD BUILDING 4: 0 = 48 PEOPLE*65-GPD = 3,120 -GPD 3. DETENTION VOLUME (V) BELOW `OFF" SWITCH V = 1.5Q (RESIDENTIAL STRENGTH WASTE) BUILDING 1: V = 1.50 = 1.5*2,600-GPD = 3,900 -GAL BUILDING 2: V = 1.512 = 1.5*3,250-GPD = 4,875 -GAL BUILDING 3: V = 1.5Q = 1.5*3,250-GPD = 4,875 -GAL BUILDING 4: V = 1.50 = 1.5*3,120-GPD = 4,680 -GAL 4. TOTAL TANK VOLUME (PER SECTION Ci -10.1.6 OF D.O.E. CRITERIA FOR SEWAGE WORKS DESIGN MANUAL) TOTAL TANK VOLUME = 1.65V, VT = 65% OF TOTAL TANK VOLUME BUILDING 1: VT = 1.65V = 1.65*3,900-GAL = 6,435 -GAL BUILDING 2: VT = 1.65V = 1.65*4,875-GAL = 8,044 -GAL BUILDING 3: VT = 1.65V = 1.65*4,875-GAL = 8,044 -GAL BUILDING 4: VT = 1.65V = 1.65*4,680-GAL = 7,722 -GAL 5. TANK SIZE USED BUILDING 1: 3,000 -GAL AND 4,000 -GAL XERXES 6' DIAM. FIBERGLASS TANKS BUILDING 2: 3,000 -GAL AND 6,000 -GAL XERXES 6' DIAM. FIBERGLASS TANKS BUILDING 3: 3,000 -GAL AND 6,000 -GAL XERXES 6' DIAM. FIBERGLASS TANKS BUILDING 4: TWO 4,000 -GAL XERXES 6' DIAM. FIBERGLASS TANKS 6. CALCULATIONS ASSUME POWER TRANSFER SWITCH IS INSTALLED C 4 C4 I 2 3 4 5 6 17 1/4' (TYP) 16' 55' 86 1/4• 16'-4 1/4' Optional prefabricated engineered concrete deadmen shown XERXES® a zcL company TITLE 6' DIA, SINGLE-WALL CAP. 3,000 GALLONS DATE 1-12 D"' 'S 10-865.03 WYNDSTONE MULTIFAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 12 3 4 5 1 6 7 8 9 10 17 1/4' (TYP) 18' 55' 12'-9 1/8'- 21 '-It /8•21'-11 1/8' Optional prefabricated engineered concrete deadmen shown XERXES® a sn company TITLE 6' DIA. SINGLE-WALL CAP. 4,000 GALLONS DFTE 1_1x2 DR. NO.S1O-886.0.3 - FRPaccess risers are available in 1' increments starting at 2' high. - FRP access risers mate to corresponding FRP access opening. THREADED FASTENERS WITH WASHER FRP COVER 1 4 0 D 0 p4 4 p Q 4 >t 1 SEALING GASKET 42' O.D, FLANGE 54' OD FLANGE 36" 48" RISER BODY OUTSIDE LAY-UP FLANGED RISER BODY XERXEW TO ACCESS OPENING amcompany ALIGNMEJRINGACCESS OPENINGTITLE ASSEMBLY 36• DIA & 48' DIA FRP FLANGED RISER WITH FRP BOLT -ON LID aRTE 1D -13'R' -'S11 —721 .00 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 1/4' (TYP) 16' 16' 55' 86 1/4' 86 1/4' 86 1/4' 30'-8 3/4' Optional prefabricated engineered concrete deodmen shown XERXESO a zcL company TITLE 6' DIA. SINGLE-WALL CAP. 6,000 GALLONS DR TE 1_1.2 DR, ND.SiO-868.03 24• I.D. ACCESS OPENING I,D. ALIGNMENT RING 7i. I 24' DIA ACCESS OPENING 36' I.D 35 1/2' I.D. ALIGNMENT RING I � 7' 36' DIA ACCESS OPENING ACCESS OPENING NOTE: ACCESS OPENINGS WITH ALIGNMENT RINGS ARE USED IN CONJUCTION WITH FIBERGLASS ACCESS RISERS AND TYPICALLY USE AN OUTSIDE FIBERGLASS JOINT LAY-UP ATTACHMENT, FOR A WATERTIGHT CONNECTION. 30' I.D. ACCESS OPENING -----2 1/2• D. ALIGNMENT RING 7' IF i ALIGNMENT RING 30' DIA ACCESS OPENING 48' I.D ACCESS OPENING 47 1/2' I.D. ALIGNMENT RING I � 7' 48' DIA ACCESS OPENING RISER BODY OUTSIDE FRP LAY-UP ACCESS OPENING BONDED TO TANK STANK TOP SIZE APPROVED MEIER BOX B LID - '1730 DI READER UD 13 1/4" BOX - 'BCF 1730 X 12 BASE 2° 'OR APPROVED EQUAL 15" SINGLE METER BOX I 4-11 PLACEMENT 12" MAX. PROPERTY TRENCH 3' MINIMUM 6" FLANGED FIRE 3 METER BOX UNE 1 1/2"-2" POLYETHYLENE UNE BALL VALVE 4 TO EDGE OF OX 17" 2" CORPORATION � A 1 1/2"-2" MALE DOUBLE STRAP STOP ADAPTER VARIES :r2LENT BALL VALVE HYDRANT SHOE GATE (CURB STOP) 2" GATE VALVE YOUTH 12" 1" 200psi CHECK VALVEDDLE FIRE LINE 2" OPEN NUT 3p° ROMAC 2025 OR 1. HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH SECTION 6.060. IN ADDITION, A 2 SLOPE TO BOX APPROVED BY 48 TO CEN IL 0 B �X METER BOX - 910 -AND 1 HOUSING AND UD '4:''': PROPERTY CURB D' CHECK VALVE 14 GAUGE .v.'.' ''.�'.'''o'': BALL VALVE ::9:':: INSULATED ''.'.�'n.''.:''..'.� ''.:.':':'.:.':':.'::. A COPPER TONING '.'..o-...'..'. WIRE WRAPPED 1/2' - B11-666 AROUND THE 2 - B11-77 DATE4-7 PIPE (SEE 1 1/2; - C86 - 66 B 12° GENERAL NOTES 2 - C86 - 77 NO. 7) FORD PACK JOINT CORPORATION 12/2016 STOP TYPE FB 101 " 12" PLASTIC UNE (USE 200 PSI BY-PASS VALVE PHILLIPS DRISCO PIPE 5100 W/LOCKABLE CAP POLYETHYLENE PIPE) FORD BALL VALVE W1 PACK JOINT & FEMALE I.P. 1 1/2"-2" MALE SERVICE SADDLE THREADS NIPPLE NOTES: 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. CITY OF YELM 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 2. GASKET AND I.P. THREADS. DWG. NO, 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VBH 76-15813 OR EQUAL 2" - FORD VBH 77-15B17 OR EQUAL 4.6 4. ALL 1 1/2" AND 2° SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2" RESILIENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING CITY OF YELM APPROVED BY DWG. N0. SIDEWALK DES. MKD OWNMKOJEG PUBLIC WORKS DIRECTOR DATE 1 1/2" TO 2" METER SERVICE DA�4-3 DESMKD D�MKD ;&G 12/2016 SIZE A B 1 1/2" 13 1/4" 15' 2° 17 1/4° 15" WYNDSTONE MULTIFAMILY BY.• DATE: A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN Development Review Enginee o APPROVAL CITY OF YELM, THURSTON COUNTY, WASHINGTON EXPIRES: m TOP VIEW HYDRANT LOCK U LIMITS OF PAYMENT �2'5 0 MIN. 3° 24" ENAMEL }'13312 BONNET 1B" VALVE BOX TOP Lj METER BOX 13" 4 1/2" STEAMER CONNECBON 2 SINGLE METER BOX SEE DETAIL 4-9 4-11 PLACEMENT 12" MAX. PROPERTY TRENCH 3' MINIMUM 6" FLANGED FIRE 2X SLOPE TO BOX _T UNE #1106 EBAA IRON, INC. 4 TO EDGE OF OX ,. 2" CORPORATION a CUT TO LENGTH DOUBLE STRAP STOP 12" VARIES SADDLE HYDRANT SHOE BACKFILL TO TOP OF DRAIN RING HOUSING BOLTS 2" GATE VALVE YOUTH 12" 1" 200psi 12• FIRE LINE 2" OPEN NUT P.E. PIPE NOTES FITTING ONLY 1. HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH SECTION 6.060. IN ADDITION, A 24" APPROVED BY DWG. N0. METER BOX - 3. GATE VALVES SHALL BE RESILIENT WEDGE NRS WITH O-RING SEALS. VALVE ENDS SHALL 1 METER BOX CENTERED PROPERTY DATE44 12/2016 ON EXTENDED LOT UNE UNE DUAL METER BOX rz_ PLACEMENT DC WORKS DIRECTOR DATE 2% SLOPE TO BOX DATE4-7 DES,-_ 4 TO EDGE OF BOX JEG y r a' 12/2016 " 12" - 8' x 3' x 4" (IF OUTSIDE 3 tr 1" 200 PSI ti o 12" 12" P.E. PIPE a PAVED ROADWAY) CITY OF YELM APPROVED BY DWG. NO, 4.6 TYPICAL METER PLACEMENT WI PUBDC WORKS DIRECTOR DATE DA 2/2016 SIDEWALK DES. MKD OWNMKOJEG WYNDSTONE MULTIFAMILY BY.• DATE: A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN Development Review Enginee o APPROVAL CITY OF YELM, THURSTON COUNTY, WASHINGTON EXPIRES: GENERAL NOTES(WATER MAIN INSTALLATION) A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. B. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECGNSTRUCT10N MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)B. 2. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A. 3. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. 4. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.2.(1). SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. D. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVX. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. F. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). G. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WERE (PAIGE 'UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WERE CONNECTIONS SHALL USE WERE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WERE ON THE WATER MAIN. H. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. I. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" /4 INCH INTO CONCRETE. K. CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. L. THE CITY WILL BE GIVEN 72 HOURS'NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. M. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW UNE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. N. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH LIST"PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 0. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE 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 'HESE PLANS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 IM Scale: NTS Date: 03.16.20 Jab No.: 061 m TOP VIEW HYDRANT LOCK U LIMITS OF PAYMENT �2'5 0 MIN. 3° YELLOW HIGH GRADE HYDRANT LOCK LL ENAMEL }'13312 BONNET 1B" VALVE BOX TOP Lj WITH THREADS HYDRANT OFFSET 4 1/2" STEAMER CONNECBON 2 - WITH NST THREADS & 5' STORZ SEE VALVE BOX AND SEE DETAIL 4-9 4-11 4° F J4' 18-24° FOR FURTHER TO SUIT STANDPIPE TRENCH 3' MINIMUM 6" FLANGED FIRE DETAILS AND EACH PIPE JOINT 6" #1106 EBAA IRON, INC. SPECIFICATIONS ,. 2" CORPORATION 6" CLASS 52 DUCTILE IRON PIPE CUT TO LENGTH DOUBLE STRAP STOP NOTE BELOW VARIES SADDLE HYDRANT SHOE BACKFILL TO TOP OF DRAIN RING HOUSING BOLTS 2" GATE VALVE YOUTH 6' X 6' SHEET OF 11 MIL. PLASTIC OR CON- STRUCTION THRUST BLOCK AND TEE FABRIC, COVERING 2° WASHED ROCK FIRE LINE 2" OPEN NUT CAST-IN-PLACE NOTES FITTING ONLY 1. HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH SECTION 6.060. IN ADDITION, A I F YELM APPROVED BY DWG. N0. AMERICAN AVK SERIES 2780 OR MUELLER CENTURION 3. GATE VALVES SHALL BE RESILIENT WEDGE NRS WITH O-RING SEALS. VALVE ENDS SHALL 1 2 INCH BLOW -OFF ASSEMBLY PUBLIC WORKS DIRECTOR DATE DATE44 12/2016 DES.MKD MKD K JEG rz_ GENERAL NOTES(WATER MAIN INSTALLATION) A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. B. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECGNSTRUCT10N MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)B. 2. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A. 3. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. 4. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.2.(1). SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. D. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVX. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. F. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). G. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WERE (PAIGE 'UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WERE CONNECTIONS SHALL USE WERE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WERE ON THE WATER MAIN. H. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. I. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" /4 INCH INTO CONCRETE. K. CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. L. THE CITY WILL BE GIVEN 72 HOURS'NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. M. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW UNE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. N. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH LIST"PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 0. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE 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 'HESE PLANS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 IM Scale: NTS Date: 03.16.20 Jab No.: 061 m TOP VIEW HYDRANT LOCK U LIMITS OF PAYMENT �2'5 0 MIN. PAINT HYDRANT SUN WEATHER SHIELD AND YELLOW HIGH GRADE HYDRANT LOCK LL ENAMEL }'13312 BONNET 2 1/2" HOSE CONNECTION WITH THREADS HYDRANT OFFSET 4 1/2" STEAMER CONNECBON 2 - WITH NST THREADS & 5' STORZ SEE VALVE BOX AND ADAPTER SME S-37 W/SC CAP VALVE STEM DETAIL - 4-11 4° F J4' 18-24° GROUND TO SUIT STANDPIPE TRENCH 3' MINIMUM 6" FLANGED FIRE DEPTH HYDRANT TEE EACH PIPE JOINT 6" #1106 EBAA IRON, INC. 8° MEGALUG ,. 6" CLASS 52 DUCTILE IRON PIPE CUT TO LENGTH 6° GATE VALVE, FL X MJ SEE NOTE BELOW VARIES 4"X8"X16" CONCRETE BLOCK HYDRANT SHOE BACKFILL TO TOP OF DRAIN RING HOUSING BOLTS WITH 2" WASHED ROCK AS SHOWN PLASTIC BARRIER BETWEEN 6' X 6' SHEET OF 11 MIL. PLASTIC OR CON- STRUCTION THRUST BLOCK AND TEE FABRIC, COVERING 2° WASHED ROCK CONCRETE THRUST BLOCK CAST-IN-PLACE NOTES FITTING ONLY 1. HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH SECTION 6.060. IN ADDITION, A MINIMUM THREE FOOT RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND ALL HYDRANTS. 2. HYDRANTS SHALL BE DRESSER M & H REUANT STYLE 129, CLOW MEDALLION OR AMERICAN AVK SERIES 2780 OR MUELLER CENTURION 3. GATE VALVES SHALL BE RESILIENT WEDGE NRS WITH O-RING SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT BY ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER M&H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. 4. FIRE HYDRANT LOCK PAYMENT IS REQUIRED CIN WILL ORDER AND INSTALL. MKD CITY OF YELM APPROVED BY DWG. N0. rz_ DC WORKS DIRECTOR DATE FIRE HYDRANT �KD DATE4-7 DES,-_ MKD JEG 12/2016 - 8' x 3' x 4" (IF OUTSIDE GENERAL NOTES(WATER MAIN INSTALLATION) A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. B. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECGNSTRUCT10N MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)B. 2. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A. 3. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. 4. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.2.(1). SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. D. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVX. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. F. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). G. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WERE (PAIGE 'UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WERE CONNECTIONS SHALL USE WERE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WERE ON THE WATER MAIN. H. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. I. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" /4 INCH INTO CONCRETE. K. CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. L. THE CITY WILL BE GIVEN 72 HOURS'NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. M. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW UNE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. N. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH LIST"PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 0. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE 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 'HESE PLANS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 IM Scale: NTS Date: 03.16.20 Jab No.: 061 RAISED LETTERS BROOK SERIES 2-1/2" FIRE DEPARTMENT "AUTO SPRINKLER" INLET CONNECTION SCHEDULE 40 r x GALVANIZED STEEL 24" - 60" ASTM A615 GRADE 60 ,. 18" X 18" X 8° CONC. BLOCK SCHEDULE 40 GALVANIZED STEEL WRAPPED WITH 6 MIL PLASTIC CITY OF YELM APPROVED BY DWG. NO. FIRE DEPARTMENT CONNECTION 4.4 woDWN DIRECT KD DATE DATE41201 12/2016 DES. MKD MKD JEG GENERAL NOTES(WATER MAIN INSTALLATION) A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. B. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECGNSTRUCT10N MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)B. 2. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A. 3. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. 4. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.2.(1). SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. D. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVX. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. F. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). G. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WERE (PAIGE 'UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WERE CONNECTIONS SHALL USE WERE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WERE ON THE WATER MAIN. H. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. I. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" /4 INCH INTO CONCRETE. K. CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. L. THE CITY WILL BE GIVEN 72 HOURS'NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. M. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW UNE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. N. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH LIST"PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 0. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE 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 'HESE PLANS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 IM Scale: NTS Date: 03.16.20 Jab No.: 061 BROOK SERIES 36 CONCRETE N 4 REBAR TO MEET r x ASTM A615 GRADE 60 ,. � _r FY=6000PSI COMMERCIAL CONCRETE PAD - 8' x 3' x 4" (IF OUTSIDE PAVED ROADWAY) PAVEMENT 6° MIN. METER BOX j'. TRNC FLOW 250 WATER KUPFERLE p77 Drawn: CONNECTION HYDRANT OR Checked: APPROVED EQUAL 910 VB VALVE BOX WITH 42" MIN. COVER LOCATE COVER SEE WIRE NOTE 1. 2° DIA. BRASS 5'-0" DUCTILE IRON ---,,36° MIN, COMMERCIAL CONCRETE PIPE THRUST BLOCK 2" THREADED CAP WITH 2" I.P. FLANGE (TYP) THREADED TAP //��DRAIN ROCK SWING JOINT AT BASE / FOR OF HYDRANT DRAINAGE 2" DIA. BRASS j/ PIPE BEDDING TO 2 2" GATE VALVE SHALL BE EQUAL WITH 2" ABOVE PIPE THRUST BLOCK SQUARE M & H SME 4067 OR UNDISTURBED OPERATING NUT (COUNTER CLOCKWISE EARTH OPENING) SEE NOTE 2. NOTES 1. VALVE BOX AND COVER SHALL BE PER YELM VALVE BOX DETAIL 6-11. 2. WATERMAINS WHICH WILL BE EXTENDED IN THE FUTURE, THE VALVE WHICH OPERATES THE BLOWOFF ASSEMBLY SHALL BE THE SAME SIZE AND INSTALLED ON THE MAINLINE AND PROVIDED WITH A CONCRETE THRUST BLOCK. CITY OF YELM APPROVED BY DWG. NO. WORKS DIRECTOR DATE 2" BLOW OFF ASSEMBLY DA�4.9 DESBLIC MKD MKD JEG 12/2016 GENERAL NOTES(WATER MAIN INSTALLATION) A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. B. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECGNSTRUCT10N MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)B. 2. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A. 3. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. 4. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.2.(1). SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. D. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVX. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. F. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). G. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WERE (PAIGE 'UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WERE CONNECTIONS SHALL USE WERE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WERE ON THE WATER MAIN. H. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. I. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" /4 INCH INTO CONCRETE. K. CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. L. THE CITY WILL BE GIVEN 72 HOURS'NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. M. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW UNE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. N. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH LIST"PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 0. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE 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 'HESE PLANS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 IM Scale: NTS Date: 03.16.20 Jab No.: 061 DPS Drawn: PEG Checked: CAD 64 I C21 Sheat No.: ORAMxG BdalUARY, ICU urxs, x"s AND 21 of 22 Sheets 21 of 22 Sheets THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER 90' BEND 45' BEND 12" 11-1/4' BEND !-COVERS HANDLE TYPE , 3,600 INLAND FOUNDRY #'248 VALVE 3' x 3' x 4" CLASS6 10' 3 4' BOX WITH 'WATER' CAST IN 3000 CONCRETE 8 3/4" UD OR OFCO 910 PAD 1 4,400 SECTION 1,200 5,700 8" FINISHED GRADE 7,700 -_OUTSIDE PAVED AREApm 10,100 TRACER WIR18° 22,300 SEAL WITH AR4000W 21 PVC PIPE CONFORMING 6,200 TM 3034. RISER PIPE TO pCP^MB AND CENTERED OVER 1 0CSTC STEM. TER 4,500 22,700 14' 43,600 23,600 12,100 61100 30,800 16" BALLASTVALVE STEM RISER FE 0.5' CONCRETE CL 3000EXCEEDED REQUIRED WHEN MAX. 36" S 40,300 (LENGTH VARIES) S) INSIDE PAVED ROADWAY I PUBLIC WORKS DIRECTOR DATE VALVE MARKER POST TRENCH BOTTOM Nom- 4' DIA. (6' DIA. FOR HYDRANTS LOCATED ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER GATE VALVE SHOWN -SIMILAR PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX, INSTALLATION REWIRED FOR BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND m VALVE OPERATING NUT OR 1 7/8" X 1 1/8' X 2' HIGH GRADE STEEL WELDED TO RISER WITH CONCRETE SHAFT. NOTE - SIDE m 3/16" Thk X 5 1/5" DIA STEEL GUIDE ALL WELDS TO SHAFT SHALL BE 1/4' FILLET PLATE WELDED TO RISER SHAFT. WELD ALL AROUND. ® 2'X2'X 3/16' SQUARE STRUCTURAL STEEL HYDRANT DO NOT BLOCK TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. CITY OF YELM APPROVED BY DWG. NO. AND TWO COATS OUTDOOR OIL BASE v.'... 4.11 PUBLIC WORKS DIRECTOR DATE STANDARD VALVE BOX DA DES. MKD DWN MKD U �Irr. ao 1z/2016 1 HYDRANT BOLLARD THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER 90' BEND 45' BEND 22 -1/2 -BEND 11-1/4' BEND DEAD END OR TEE 4' 3,600 2,000 1,000 500 2,600 6' 8,000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12' 32,000 17,400 8,900 4,500 22,700 14' 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 'NTH PLASTIC OR SIMILAR MATERIAL 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEETS.F.). EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS'. 3000 LB/ .F. _ 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE, SAFE SOIL BEARING LOADS OF COVER OVER THE PIPE EXCEEDS 2 DEPTH SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 11000 SAND 2,000 SAND & GRAVEL 31000 SAND & GRAVEL 4,000 CEMENTED 'NTH 5 MIN CLAY 3• HARD SHALE 10,000 APPROVED BY I DWG. NO. THRUST LOADS ^PUBLICRKS DIRECTOR DATE DA E WYNDSTONE MULTI -FAMILY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN CITY OF YELM, THURSTON COUNTY, WASHINGTON 4J ~ Ll RESTORATION DEPTH TRACE TAPE 12" TO 18' UNDER THE a' � a' VARIES. FINAL GRADE. TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) 4' SCHEDULE 40 STEEL OR W REINFORCED CONCRETE 5 MIN MARKER POST STAMPED 'NTH 3• 'W" AND DISTANCE TO VALVE NOTES: POST TO RECEIVE ONE PRIME A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. COAT AND TWO COATS MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OUTDOOR OIL BASE ENAMEL TO OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL MATCH HYDRAULIC COLOR NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 4 -INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL NO SUBSTUTIONS WILL BE � ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. CEMENT CONCRETE CLASS WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL 3000 CITY OF YELM I APPROVED BY 1 I� SIDE FRONT TYPICAL WATER MAIN TRENCH & BEDDING I PUBLIC WORKS DIRECTOR DATE VALVE MARKER POST DES.MKD I DWNMKD 4' DIA. (6' DIA. FOR HYDRANTS LOCATED ff IN COMMERCIAL LOADING ZONES) 4' DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE NOTE SIDE MEW 3' 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2 PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE v.'... ENAMEL (SAME COLOR AS .p. HYDRANT- SEE DETAIL 6-7) d' 2, CEMENT CONCRETE 1 HYDRANT BOLLARD CITY OF YELM APPROVED BY DWG. NO. VALVE MARKER POST & 4-12 •1CROSS PUBLIC WORKS DIRECTOR DATE DA DES.MKD DWNMKD JEG HYDRANT BOLLARD DETAIL tz/zals I�♦ VERTICAL BEND 4J ~ Ll RESTORATION DEPTH TRACE TAPE 12" TO 18' UNDER THE VARIES. FINAL GRADE. TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) TRENCH BACKFILL SAND, 6" SURROUNDING PIPE SEE NOTE 1, 2, 3 & 5 MIN 6 MIN. BEDDING MATERIAL SEE NOTE 4 UNDISTURBED SOIL NOTES: 1. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 4 -INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM I APPROVED BY DWG. NO. I� 4.15 TYPICAL WATER MAIN TRENCH & BEDDING I PUBLIC WORKS DIRECTOR DATE DA 2/2016 DES.MKD I DWNMKD ffJEG ff 4J ~ Ll TOP TOP I� `I �I�III■I'� ff SIDE MEW TEE ♦• 1 •1CROSS NTH,. .. PLUGS I�♦ VERTICAL BEND OT CONCRETE1. 1 1: POURED AGAINST UNDISTURBED 2. PLAS71C BARRIER SHALL BE BE- TWEEN ALL THRUSTBLOCKS ANCHOR3. REBAR SHALL BE 5/8' MINIMUM DIAMETER. APPROVED By bi�T� STANDARD BLOCKING DETAIL PUBLIC WORKS DIRECTOR DATE 4J ~