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20070187 11x17 Plan Set 100720164 r E OWNER/ DEVELOPER: TAHOMA TERRA HOLDINGS, LLC PO BOX 723790 PUYALLUP, WA 98573 TEL: (253) 539 -81 1 G FAX: (253) 539 -0977 CONTACT: KURT WILSON SURVEYOR: KPFF CONSULTING ENGINEERS G 12 WOODLAND SQUARE LOOP 5E. SUITE 100 LACEY, WA 98503 TEL: (3GO) 292 -7230 FAX: (3GO) 292 -7231 CONTACT: TOM SWIFT, PL5 SHEETINDEX 319 SEC.23, T1 7N, R1 E, W. M. DRAWING LEGAL DESCRIPTIONS I C -1 COVER SHEET ROADWAY AND UTILITY IMPROVEMENTS G -1 NORTHERN DIVISION PHASE II DIVISION II CIVIL ENGINEER: PLAT TERRA I DIV I BMINOR TNA TAHOMA TERRA , G -4 TE5C DETAILS AND NOTES FF ORR CTI DOCUMENT 4027040 AFFIDAVIT OF MINOR CORRECTION AFN UMENT 02704 4032054, PTN TR A DESCRIBED IN QCD AFN 4283 1 1 1 PHASE 1 KPFF CONSULTING ENGINEERS 7 R- I 61 2 WOODLAND SQUARE LOOP 5E, SOUTHERN DIVISION AFN YELM, WASHINGTON SUITE 100 LACEY, WA 98503 FLAT TAHOMA TERRA PH I DIV I BLA080229YL TR A 4027040 AFFIDAVIT OF MINOR CORRECTION AFN 4032054, A MASTER PLANNED COMMUNITY BY TAHOMA TERRA HOLDINGS, LLC TEL: (3GO) 292 -7230 EXCEPT PTN DEEDED TO CITY OF YELM ADF 4281 1 I R -4 CONTACT: CLINT PIERPOINT I I R -5 SURVEYOR: KPFF CONSULTING ENGINEERS G 12 WOODLAND SQUARE LOOP 5E. SUITE 100 LACEY, WA 98503 TEL: (3GO) 292 -7230 FAX: (3GO) 292 -7231 CONTACT: TOM SWIFT, PL5 SHEETINDEX 319 SHEET DRAWING TITLE I C -1 COVER SHEET 2 G -1 SITE PLAN 3 G -2 TESC PLAN 4 G -3 TE5C PLAN 5 G -4 TE5C DETAILS AND NOTES G G -5 MONUMENTATION PLAN 7 R- I GRADING PLAN 8 R -2 GRADING PLAN 9 R -3 ROADWAY AND STORM DRAINAGE 10 R -4 ROADWAY AND STORM DRAINAGE I I R -5 ROADWAY AND STORM DRAINAGE 12 R -G ROADWAY AND STORM DRAINAGE 13 R -7 ROADWAY AND STORM DRAINAGE 14 R -8 ROADWAY SYSTEM DETAILS 15 R -9 ROADWAY SYSTEM DETAILS I G R -1 O ROADWAY SYSTEM DETAILS 17 R -1 I CURB DETAILS 18 R -12 CURB DETAILS 19 R- 13 SIGNING AND STRIPING PLAN 20 RD- I ROOF DRAIN PLAN 21 1 RD -2 ROOF DRAIN PLAN 22 RD -3 ROOF DRAIN PLAN AND DETAIL 23 W -I WATER SYSTEM IMPROVEMENTS 24 W -2 WATER SYSTEM IMPROVEMENTS 25 W -3 WATER SYSTEM IMPROVEMENTS 2G W -4 WATER SYSTEM IMPROVEMENTS 27 W -5 WATER SYSTEM IMPROVEMENTS 28 5 -1 SEWER SYSTEM IMPROVEMENTS 29 5 -2 SEWER SYSTEM IMPROVEMENTS 30 5-3 SEWER SYSTEM IMPROVEMENTS 31 5 -4 SEWER SYSTEM IMPROVEMENTS 32 5 -5 SEWER SYSTEM IMPROVEMENTS 33 U- I UTILITY DETAILS 34 U -2 UTILITY DETAILS 35 U -3 UTILITY NOTES 3G MB- I MAILBOX PLAN 37 LS- I II I 1 I 2D0. 1s< 331 326 L... . PHASE 2 - 1 32 III. 1111 182 I -I I . 324 i. . 180 179 ` - I 33,: 323 1 NOTE: " PHASE LINE THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE — 3,7 322 CITY OF YELM DEVELOPMENT GUIDELINES AND APPLICABLE (' z DEVELOPMENT REGULATIONS. IN THE EVENT OF A CONFLICT OR I t 230 231 232 233 231 23s 236 z37 238 zas x4o w 60 OMISSION THE DEVELOPMENT GUIDELINES OR APPLICABLE ( I 336 321 ° — DEVELOPMENT GUIDELINE SHALL APPLY. _ _ - - _ i 1 n 320 E _ -ROAD F I- BOUNDARY NOTE: - I 1 - h' } I ALL BOUNDARY INFORMATION SHOWN HEREON 15 PER THE PLAT I ms 319 270 OF TAHOMA TERRA PHASE 1. DIVISION 1, : BLA 080229YL 1— 271 318 AFN4027040 E AFFIDAVIT OF CORRECTION, AFN 4032054 e 1 ', 3a: 265 272 264 273 t 317 SURVEY NOTE: 262 1 375 1 1 1 342 261 I 276 EXISTING CONTOUR DATA 15 BASED ON LIDAR DATA PROVIDED TO 254 246 KPFF. KPFF ASSUMES NO RESPONSIBILITY FOR THE ACCURACY I Z 313 L I OF THE CONTOURS. GRADING QUANTITIES AND WALL , 3DL •315 HEIGHT5/LENGTH5 MAY DIFFER FROM OUR DESIGN IF THE IL 297 EXISTING CONTOURS FOUND IN THE FIELD DIFFER FROM THE U) ' Q LIDAR PROVIDED TO U5. CONTRACTOR 15 ADVISED TO CONFIRM �T— 92 1 EXISTING CONTOURS PRIOR TO STARTING CONSTRUCTION AND 1 d 314 O ORDERING MATERIAL. j 313 ) +. GRADING SLOPE ARROW GENERAL NOTES: _ I , I 312 1 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN I' 1 s, I ACCORDANCE WITH CITY OF YELM STANDARDS AND THE I 251 MOST CURRENT COPY OF THE STATE OF WASHINGTON 1 I 1 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND 311 \ 2% 263 I, 270 I 267 271 266 PARK 265 272 264 273 t 263 ' 274 262 1 j 275 261 I 276 I 254 246 ^� 93rd AVe SE — T - - - -- - - - -- I I I I I" Aso I I CITY OF YELM I PROPOSED I 1 I I SITE I -.N Pc ry vaiky Road O 0 11 .5 DIV. 4 I DIVA I I DIV.2 DIV.3 —�_ o y�KS1sE -• -- �h DIV.7 DIV.8 � I 34" I y9>, I I ?� I EXISTING DIVISIONS 3 & 4 — — 245 III RIGHT -OF -WAY - --- -- ---- 255 - - - - - - - - - ^� 93rd AVe SE — T - - - -- - - - -- I I I I I" Aso I I CITY OF YELM I PROPOSED I 1 I I SITE I -.N Pc ry vaiky Road O 0 11 .5 DIV. 4 I DIVA I I DIV.2 DIV.3 —�_ o y�KS1sE -• -- �h DIV.7 DIV.8 � I 34" I y9>, I I ?� I EXISTING DIVISIONS 3 & 4 MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT I J — — —ROAD E- TO DIVISION 1. F �` _ 1 3n9 310 I, 2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL I PHASE LINE -- � �I ''�. 264 285 26L 287 233 23 -I< 1 112 5 z79 OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL I i ssr, 3os -' ; - - - - i' I APPROVALS AND PERMITS. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO i 3oe HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT Is ALL TIMES. I I ; — — 245 — RIGHT -OF -WAY - --- -- ---- 255 - - - - - - - - - CURB E GUTTER I LOT LINE PRECISION NETWORK BLOCK WALL WATER LINE w Q I 254 246 ROOF DRAIN LINE 7 ROOF DRAIN SERVICE b 3DL 299 +g 297 296 ' 29? 247 92 1 2'n'. '� 111 11 253 2 LANDSCAPING TREE ti• GRADING SLOPE ARROW 243 _ I PROPOSED MINOR CONTOUR LINE 252 249 I I 251 250 I \ \ _ MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT I J — — —ROAD E- TO DIVISION 1. F �` _ 1 3n9 310 I, 2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL I PHASE LINE -- � �I ''�. 264 285 26L 287 233 23 -I< 1 112 5 z79 OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL I i ssr, 3os -' ; - - - - i' I APPROVALS AND PERMITS. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO i 3oe HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT Is ALL TIMES. I I ; 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY I \ x — - _.... _ — _ OF YELM CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO — 1 LANDSCAPING PLAN THE START OF CONSTRUCTION. us I \ 'I as4 Ss5 aas Srw s�� 3U2 v _ 5. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT -- ; LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. UTILITY CONTACT LIST PUBLIC WORKS CITY OF YELM 1- (3GO)- 458 -8406 I I j 1 �; .RCn / 362 361 359 �3 3.`17 9 WATER E SEWER SERVICE: CITY OF YELM 1- (3GO)- 458 -3244 # `— TELEPHONE FAIRPOINT SERVICE: COMMUNICATIONS I- (800)-400 -5568 - ----------FUTURE TfiHOMA BLVD. ---- POWER E GAS I _ _ SERVICE: PUGET SOUND ENERGY 1- (888)- 225 -5773 r— _ r _ _ _ TD I T r r \ i — j'' CAN SERVICE: COMCA5T I- (877) - 824 -2288 I I FUrUREiV. A& III I I 1 ( I I FU�URE DIV. 7 8 r SITE PLAN SCALE: I' - 100 0 VICINITY MAP i �nFnin PROPERTY LINE — — CENTERLINE — RIGHT -OF -WAY - --- -- ---- UTILITY EASEMENT - - - - - - - - - CURB E GUTTER THURSTON COUNTY HIGH LOT LINE PRECISION NETWORK BLOCK WALL WATER LINE w SANITARY SEWER LINE STEP STORM DRAIN LINE S0 ROOF DRAIN LINE --- -� ROOF DRAIN SERVICE b 3DL 299 +g 297 296 295 29? 293 92 2v1 2'n'. '� 111 11 AS 2 LANDSCAPING TREE ti• GRADING SLOPE ARROW 2.00 %_ _ PROPOSED MINOR CONTOUR LINE 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY I \ x — - _.... _ — _ OF YELM CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO — 1 LANDSCAPING PLAN THE START OF CONSTRUCTION. us I \ 'I as4 Ss5 aas Srw s�� 3U2 v _ 5. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT -- ; LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. UTILITY CONTACT LIST PUBLIC WORKS CITY OF YELM 1- (3GO)- 458 -8406 I I j 1 �; .RCn / 362 361 359 �3 3.`17 9 WATER E SEWER SERVICE: CITY OF YELM 1- (3GO)- 458 -3244 # `— TELEPHONE FAIRPOINT SERVICE: COMMUNICATIONS I- (800)-400 -5568 - ----------FUTURE TfiHOMA BLVD. ---- POWER E GAS I _ _ SERVICE: PUGET SOUND ENERGY 1- (888)- 225 -5773 r— _ r _ _ _ TD I T r r \ i — j'' CAN SERVICE: COMCA5T I- (877) - 824 -2288 I I FUrUREiV. A& III I I 1 ( I I FU�URE DIV. 7 8 r SITE PLAN SCALE: I' - 100 0 VICINITY MAP i �nFnin PROPERTY LINE — — CENTERLINE — RIGHT -OF -WAY - --- -- ---- UTILITY EASEMENT - - - - - - - - - CURB E GUTTER THURSTON COUNTY HIGH LOT LINE PRECISION NETWORK BLOCK WALL WATER LINE w SANITARY SEWER LINE STEP STORM DRAIN LINE S0 ROOF DRAIN LINE --- -� ROOF DRAIN SERVICE b WATER SERVICE CONNECTION B H SEWER SERVICE CONNECTION O so STORM LINE FLOW ARROW > STORM CATCH BA51H ■ WATER / SEWER LINE GATE VALVE ►� FIRE HYDRANT IR LIGHT POLE ° LANDSCAPING TREE ti• GRADING SLOPE ARROW 2.00 %_ PROPOSED MAJOR CONTOUR LINE PROPOSED MINOR CONTOUR LINE EXISTING MAJOR CONTOUR LINE - - - - - - EXISTING MINOR CONTOUR LINE N 1 100 IZ SCALE 200 r ��uvt�� CT 0 7 2016 0 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 E THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH PREC1510N NETWORK t SEC.23, T17N, R1 E, W.M. PROPERTY — ..'T._^' -1 ^. — p I� 0 I W Jill iiP m RE H SE _ 1 J A V N A W N W i v I m ♦ PHASE LINE Il fi I W ROAD A: ' SECTION 2 - ROAD A: SECTION 1- - - 0 T-1 — m I J b - - CD I N V O N N N N O m> � I N N m _' N Nm m BUT RE m rn-mz D FITU ROAD H: SECTION 3 � P S m m Ill oo m ° 1. I � I I w p II A N -' I z J C N m I I '1` I III I 00 ° I I I I OPEN o l N OPEN -ALLEY t - - - - ROAD I - _ - _ _ L�� EN ROAD K. OPEN I ! = j EXISTING _ .. DIVISIONS 3 & 4 VICINITY MAP NOI °4043'E — 1,629.68' — — � — — —'T.i. _.JRP.T}C�:... r.T.•.1T.1R. ^P.�RfIRI� -- r.Rfi_ -0C. lT '1OfMRR -Y _ :PACK -.19�1G �!1R71Tf .:IRa RP.' .� ^.: -, x4'Sx.'tl' -T�'ai uRR�r�"+�T. o — � — — ^ T T+'p.'.'"- * LOT DE51GNATED FOR RAMBLER UNIT NOTE5: 1. 5EE DRAWING R -9 FOR ROADWAY CRO55 5ECTION5 AND 5TATIONING BETWEEN 5ECTION5. 2. 5EE DRAWING5 R -1 1 4 R- 12 FOR INTER5ECTION DETAIL5. Z 0 80 160 SCALE �j YtORIZONTAL CONTROL: WA5HI11GTON STATE PLANE, VERTICAL DATUM 5OUTH ZONE PER TCHPN +-- - -+ -- - -I -- I PER THUR5TON ors I I CITY OF YELM I PROPOSED SITE I s DIVA i I DIV.1 I y� DIV.2 DIV.7 I I PROPERTY — ..'T._^' -1 ^. — p I� 0 I W Jill iiP m RE H SE _ 1 J A V N A W N W i v I m ♦ PHASE LINE Il fi I W ROAD A: ' SECTION 2 - ROAD A: SECTION 1- - - 0 T-1 — m I J b - - CD I N V O N N N N O m> � I N N m _' N Nm m BUT RE m rn-mz D FITU ROAD H: SECTION 3 � P S m m Ill oo m ° 1. I � I I w p II A N -' I z J C N m I I '1` I III I 00 ° I I I I OPEN o l N OPEN -ALLEY t - - - - ROAD I - _ - _ _ L�� EN ROAD K. OPEN I ! = j EXISTING _ .. DIVISIONS 3 & 4 VICINITY MAP NOI °4043'E — 1,629.68' — — � — — —'T.i. _.JRP.T}C�:... r.T.•.1T.1R. ^P.�RfIRI� -- r.Rfi_ -0C. lT '1OfMRR -Y _ :PACK -.19�1G �!1R71Tf .:IRa RP.' .� ^.: -, x4'Sx.'tl' -T�'ai uRR�r�"+�T. o — � — — ^ T T+'p.'.'"- * LOT DE51GNATED FOR RAMBLER UNIT NOTE5: 1. 5EE DRAWING R -9 FOR ROADWAY CRO55 5ECTION5 AND 5TATIONING BETWEEN 5ECTION5. 2. 5EE DRAWING5 R -1 1 4 R- 12 FOR INTER5ECTION DETAIL5. Z 0 80 160 SCALE �j YtORIZONTAL CONTROL: WA5HI11GTON STATE PLANE, VERTICAL DATUM 5OUTH ZONE PER TCHPN NGVD 29 4 THUR5TON COUNTY HIGH PER THUR5TON PREC1510N NETWORK COUNTY HIGH PPEC1510N NETWORK w �I m LI PROPERTY LINE 1 i 365 75 J I ' I I (011111 y(til 1 I I .I TEMPORARY SEDIMENT TRAP- SEE DETAIL ON SHEETG- GSEC.23, T1 7N R1 E, W.M. MIN. SURFACE AREA REQUIRED = 4,350 SQ.FT. OVERFLOW TO BE ON NORTH SIDE OF TRAPS. DIRECTED TO INSTALLED STORM CONVEYANCE/ UNDISTURBED AREA. - e-% A > A-- >d -1 —=ROAD D - - -�- - - I I I \ \ MATCH LINE - 5EE DWG G -3 0 ^ A- • ea TEMPORARY SEDIMENT TRAP - SEE DETAIL ON SHEET G -4. MIN. SURFACE AREA REQUIRED = 4,350 SQ.FT. OVERFLOW TO BE ON SOUTH SIDE OF TRAP. DIRECTED TO INSTALLED STORM CONVEYANCE. INTERCEPTOR DITCH - SEE DETAIL ON DWG G -4 (TYP.) GRAVEL CHECK DAM - SEE DETAIL #3 ON DWG G -4 (TYP.) . PROPERTY LINE (TYP.) 12" CONCRETE CULVERT (IYP.) TEST PITS # INFILTRATION RATE (IN /HR) SL -54 0 -2 SL -GG 0 -2 5L -71 - - -- 5L -72 0 -2 COUNTY NIGH 501L LOG SL XX 0 EXISTING MAJOR CONTOUR - CITY OF YELM EXISTING MINOR CONTOUR - PROPOSED SITE PROPOSED MAJOR CONTOUR 375 PROPOSED MINOR CONTOUR 374 IV.5 DIV. 4I DIV.2 —\ J I I I TEST PITS # INFILTRATION RATE (IN /HR) SL -54 0 -2 SL -GG 0 -2 5L -71 0 -2 5L -72 0 -2 0 60 120 SCALE VICINITY MAP LEGEND FILTER FABRIC FENCE X -FF INTERCEPTOR DITCH - - --i - - CHECK DAM 12" CONCRETE CULVERT �( SILT SOCK COUNTY NIGH 501L LOG SL XX 0 EXISTING MAJOR CONTOUR - - —375— - EXISTING MINOR CONTOUR - - —374— - PROPOSED MAJOR CONTOUR 375 PROPOSED MINOR CONTOUR 374 51TE 5TA13ILIZATION NOTE5: I . 5EEDING/MULCHING 15 INTENDED TO REDUCE EP05ION BY STABILIZING EXPOSED SOILS. A WELL- ESTABLISHED VEGETATIVE/MULCH COVER 15 ONE OF THE MOST EFFECTIVE METHODS OF REDUCING EROSION. 2. THE OPTIMUM SEEDING WINDOWS FOR WESTERN WASHINGTON ARE APRIL I THROUGH JUNE 30 AND SEPTEMBER I THROUGH OCTOBER 1. SEEDING THAT OCCURS BETWEEN JULY I AND AUGUST 30 WILL REQUIRE IRRIGATION UNTIL 75 PERCENT GRA55 COVER 15 ESTABLISHED. SEEDING THAT OCCURS BETWEEN OCTOBER I AND MARCH 30 WILL REQUIRE A MULCH OR PLASTIC COVER UNTIL 75 PERCENT GRASS COVER 15 ESTABLISHED. 3. TO PREVENT SEED FROM BEING WASHED AWAY, CONFIRM THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 4. TEMPORARY GROUND COVER/PROTECTION SUCH AS JUTE MATTING, EXCELSIOR MATTING, WOOD CHIPS OR CLEAR PLASTIC SHEETING SHOULD BE USED UNTIL PERMANENT EROSION PROTECTION 15 ESTABLISHED. EROSION CONTROL NOTES: OINSTALL FILTER FABRIC FENCING AS TO CONTROL SEDIMENT RUNOFF PER DETAIL #4 ON DWG G -4. OINSTALL SEDIMENT PROTECTION SILT SOCK #3003 5TREAMGUARD INSERT AT NEW AND EXISTING CATCH BASIN LOCATIONS PER DETAIL #2 ON DWG G -4. MAINTAIN SILT SOCK UNTIL 51TE IS PAVED AND STABILIZED. CONTRACTOR SHALL ENSURE THAT SEDIMENT DOES NOT FALL INTO CATCH BA51N DURING REMOVAL OF THE SILT SOCK. FOR ADDITIONAL EROSION CONTROL NOTES SEE DWG G -4. tom) HORIZONTAL CONTROL: WASHINGTON STATE PLANE. ❑v VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 6 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY NIGH PPECI51ON NETWORK r i YF MATCH LINE - 5EE DWG G -2 1 310 / Q p 309 I \ 1 / / ti (1 INTERCEPTOR DITCH J / WITH CHECK DAMS 4 � � � �+ � � A ir/ _ I TEMPORARY SEDIMENT TRAP \I SEE DETAIL ON DWG G -4. )\ ~RO D E I \ — CONCRETE TRUCK \ WASHOUT AREA I 3 T \\� 1C – CITY OF YELM WELL AREA 3 ��ll�l I ' — SEC.23, T17N, R1 E, W.M. 12" CONCRETE CULVERT REMOVE REMOVE EXISTING GRAVEL CHECK DAM EXISTING SWALE - - _ - - — - - OVERFLOW TO BE ON NORTH SIDE OF TRAP, — F I DIRECTED TO INSTALLED STORM CONVEYANCE \ FUTUREI TAHOM ' BLVQ. I \ r�� \ INSTALL CONSTRUCTION ENTRANCE PER W5D0T STD 5» �- \\ PLAN 1- 80.10 -01 AND DETAIL I (DWG G -4), WIDTH SHOULD BE FULL WIDTH OF INGRESS / EGRESS AREA CONSTRUCTION SEQUENCE AND PROCEDURE: I . SCHEDULE PRE- CONSTRUCTION CONFERENCE WITH THE CITY, CONTRACTOR, PROJECT gL ENGINEER, AND CONSTRUCTION- STAKING SURVEYOR. a \\ \ 2. INSTALL ROCK CONSTRUCTION ENTRANCE. USE 4" TO 8" SPACES WITH 12" MINIMUM DEPTH. 1 3. INSTALL FILTER FABRIC FENCING IN THE LOCATIONS SHOWN ON THE PLANS AND IMPLEMENT�� ALL EROSION CONTROL MEASURES. D ROUGH GRADING) 4. CLEAR SITE (GRUBBING AN '\ s � 5. MAINTAIN EQUIPMENT AND WATER SUPPLY FOR DUST CONTROL. s � G. DESIGNATE AN AREA FOR WASHING CONCRETE TRUCKS TO CONTROL THE RUNOFF AND ELIMINATE ENTRY INTO THE STORM DRAINAGE SYSTEM. \ j 7. INSTALL UNDERGROUND UTILITIES (WATER, SEWER, 5TORM) )l 8. PROVIDE INLET PROTECTION AROUND ALL NEW CATCH BASINS. 9. CONSTRUCT ROADWAY AND INSTALL LANDSCAPING, SOD AND /OR SEED, AND MULCH ALL ° DISTURBED AREAS.�� 10. MAINTAIN ALL EROSION CONTROL FACILITIES UNTIL THE ENTIRE 517E 15 STABILIZED AND SILT RUNOFF CEASES. T 1 \ 0 60 12C SCALE FU 2RE DIV. il& s � / 1 �N( ✓�/ ��)�ilf »� \ \ �� _ l/t {(t I {1111 dljllllli ILL, \ I �,11 _ - --L= ' ——= JJr�Il��t�fllll(111 ` / J — _ I 1 IIf 1111111 INFILTRATION POND PER TAHOMA BLVD. PLANS FILTER FABRIC FENCE — INTERCEPTOR DITCH -SEE INTERCEPTOR DITCH I CHECK DAM 1 – DETAIL ON DWG G -4 / SILT SOCK 1 I / —375 — — EXISTING MINOR CONTOUR — —374 — Q 111: PROPOSED MINOR CONTOUR 374 1 1 TYP. GRAVEL CHECK DAM - SEE _ _ DETAIL #3 ON DWG G -4 (TYP.) x i – – – – PROPERTY LINE (TYP.) / TEMPORARY SEDIMENT TRAP. 111 0 SEE DETAIL ON DWG G -4. OVERFLOW TO BE ON EAST SIDE OF TRAP DIRECTED TO INSTALLED STORM CONVEYANCE. 100 WELL RADIUS EXISTING l ! 1 DIVISIONS 3 & 4 P#kK / \ REMOVE fXISTING TEMPORARY SEDIMENT TRAP CONSTRUCTED FOR EROSION CONTROL FOR THE ROUGH GRADING OF DIVISION / 15 E G DURING THE CONSTRUCTION OF DIVISIONS 3 t 4 REMOVE REMOVE EXISTING GRAVEL CHECK DAM EXISTING SWALE - - _ - - — - - OVERFLOW TO BE ON NORTH SIDE OF TRAP, — F I DIRECTED TO INSTALLED STORM CONVEYANCE \ FUTUREI TAHOM ' BLVQ. I \ r�� \ INSTALL CONSTRUCTION ENTRANCE PER W5D0T STD 5» �- \\ PLAN 1- 80.10 -01 AND DETAIL I (DWG G -4), WIDTH SHOULD BE FULL WIDTH OF INGRESS / EGRESS AREA CONSTRUCTION SEQUENCE AND PROCEDURE: I . SCHEDULE PRE- CONSTRUCTION CONFERENCE WITH THE CITY, CONTRACTOR, PROJECT gL ENGINEER, AND CONSTRUCTION- STAKING SURVEYOR. a \\ \ 2. INSTALL ROCK CONSTRUCTION ENTRANCE. USE 4" TO 8" SPACES WITH 12" MINIMUM DEPTH. 1 3. INSTALL FILTER FABRIC FENCING IN THE LOCATIONS SHOWN ON THE PLANS AND IMPLEMENT�� ALL EROSION CONTROL MEASURES. D ROUGH GRADING) 4. CLEAR SITE (GRUBBING AN '\ s � 5. MAINTAIN EQUIPMENT AND WATER SUPPLY FOR DUST CONTROL. s � G. DESIGNATE AN AREA FOR WASHING CONCRETE TRUCKS TO CONTROL THE RUNOFF AND ELIMINATE ENTRY INTO THE STORM DRAINAGE SYSTEM. \ j 7. INSTALL UNDERGROUND UTILITIES (WATER, SEWER, 5TORM) )l 8. PROVIDE INLET PROTECTION AROUND ALL NEW CATCH BASINS. 9. CONSTRUCT ROADWAY AND INSTALL LANDSCAPING, SOD AND /OR SEED, AND MULCH ALL ° DISTURBED AREAS.�� 10. MAINTAIN ALL EROSION CONTROL FACILITIES UNTIL THE ENTIRE 517E 15 STABILIZED AND SILT RUNOFF CEASES. T 1 \ 0 60 12C SCALE FU 2RE DIV. il& s � / 1 �N( ✓�/ ��)�ilf »� \ \ �� _ l/t {(t I {1111 dljllllli ILL, \ I �,11 _ - --L= ' ——= JJr�Il��t�fllll(111 ` / J — _ I 1 IIf 1111111 z�. u uig I Qo � J O� Q VICINITY MAP LEGEND INFILTRATION POND PER TAHOMA BLVD. PLANS FILTER FABRIC FENCE X —FF INTERCEPTOR DITCH I CHECK DAM 1 2" CONCRETE CULVERT z�. u uig I Qo � J O� Q VICINITY MAP LEGEND FILTER FABRIC FENCE X —FF INTERCEPTOR DITCH CHECK DAM 1 2" CONCRETE CULVERT �C SILT SOCK SOIL LOG SL XX N EXISTING MAJOR CONTOUR — —375 — — EXISTING MINOR CONTOUR — —374 — PROPOSED MAJOR CONTOUR 375 PROPOSED MINOR CONTOUR 374 51TE STABILIZATION NOTES: I . SEEDING/MULCHING 15 INTENDED TO REDUCE EROSION BY STABILIZING EXPOSED 501L5. A WELL- ESTABLISHED VEGETATIVUMULCH COVER IS ONE OF THE MOST EFFECTIVE METHODS OF REDUCING EROSION. 2. THE OPTIMUM SEEDING WINDOWS FOR WESTERN WASHINGTON ARE APRIL I THROUGH JUNE 30 AND SEPTEMBER I THROUGH OCTOBER 1. SEEDING THAT OCCURS BETWEEN JULY I AND AUGUST 30 WILL REQUIRE IRRIGATION UNTIL 75 PERCENT GRA55 COVER 15 ESTABLISHED. SEEDING THAT OCCURS BETWEEN OCTOBER I AND MARCH 30 WILL REQUIRE A MULCH OR PLASTIC COVER UNTIL 75 PERCENT GRASS COVER IS ESTABLISHED. 3. TO PREVENT SEED FROM BEING WASHED AWAY, CONFIRM THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 4. TEMPORARY GROUND COVER/PROTECTION SUCH AS JUTE MATTING, EXCEL51OR MATTING, WOOD CHIPS OR CLEAR PLASTIC SHEETING SHOULD BE USED UNTIL PERMANENT EROSION PROTECTION 15 ESTABLISHED. EROSION CONTROL NOTES: ' OINSTALL FILTER FABRIC FENCING AS TO CONTROL SEDIMENT RUNOFF PER DETAIL #4 ON DWG G -4. OINSTALL SEDIMENT PROTECTION SILT SOCK #3003 5TREAMGUARD INSERT AT NEW AND EXISTING CATCH BASIN LOCATIONS PER DETAIL #2 ON DWG G -4. MAINTAIN SILT SOCK UNTIL SITE IS PAVED AND STABILIZED. CONTRACTOR SHALL ENSURE THAT SEDIMENT DOES NOT FALL INTO CATCH BA51N DURING REMOVAL OF THE SILT SOCK. OPHASE 2 CATCH BASIN TO BE CONSTRUCTED IN PHASE I . FOR ADDITIONAL EROSION CONTROL NOTES SEE DWG G -4. l Z HORIZONTAL CONTROL: WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TC11PN NGVD 29 PERTHURSTON THURSTON COUNTY HIGH COUNTY HIGH PRECISION NETWORK PRECISION NETWORK CHECK DAM NOTES: I . ROCK CHECK DAMS SHALL BE OF 2' TO 8' FACE, SOUND QUARRY ROCK. 2. CHECK DAMS SHALL BE TOED IN AT THE BASE A MINIMUM OF 0.5 TO PREVENT EROSION. 3. CHECK DAMS SHALL BE CONSTRUCTED IN SUCH A MANNER THAT THE ROCK 15 FIRMLY PLACED WITH A MINIMUM OF SPACE BETWEEN ROCKS. 4. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM.) 5. THE FACES OF THE DAM SHALL BE SMOOTH WITH NO ROCKS PROTRUDING MORE THAN 2'. CONSTRUCTION ENTRANCE DETAIL SCALE: N.T.5. VIEW LOOKING UPSTREAM N g I A - " NOTE: E STONE INTO EL BANES AND EXTEND END IT BEYOND D THE THE ABUTMENTS A MIN OF 15- TO PREVENT FLOW AROUND DAM. A SECTION A . A Flow - Y ... U 8' SPACING BETWEEN CHECK DAMS 'L' - THE D15TANCE 5UCH THAT POINT5'A' AND 5' ARE EQUAL ELEVATION. SEC.23, T17N, R1 E, W.M. EROSION CONTROL 15 NOT LIMITED TO THE ITEM5 ON THE5E PLAN5. STANDARD EROSION CONTROL NOTES CONSTRUCTION ENTRANCE NOTES: HECK DAM SPACING (U ' MAINTENACE OF ALL EROSION CONTROL MEA5URE5. NO SILTATION OF I . MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY 1 50 FEET 500FEET \,� • • • - : - POINT 'A' POINT 9' THE FOLLOWING STANDARD NOTE5 ARE 5UGGE5TED FOR USE IN ER0510N CONTROL 5FALL5 AND MAY BE TOP - DRESSED WITH I INCH ADAPTER SKIRT (FOR A PERFECT FIT) PLAN5. LOCAL JURISDICTIONS MAY HAVE OTHER MANDATORY NOTE5 FOR CON5TRUCTION TO 3 INCH ROCK. (STATE STANDARD RETRIEVAL STRAP PRECISION NETWORK PLAN5 THAT ARE APPLICABLE. PLANS 5HOULD AL50 IDENTIFY WITH PHONE NUMBER5 THE SPECIFICATIONS, SECTION 8 -15.) qg OR FIRM RESPONSIBLE FOR THE PREPARATION OF AND MAINTENANCE OF THE 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES 36RR5 - E EROSIO10 N CONTROL PLAN. THICK AND 100 FEET LONG. WIDTH SHALL BE NOTES: THE FULL WIDTH OF THE VEHICLE INGRESS AND STANDARD NOTES: EGRE55AREA. I . INSTALL INSERT PER THE 3. ADDITIONAL ROCK SHALL BE ADDED MANUFACTURERS SPECIFICATIONS. 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT PERIODICALLY TO MAINTAIN PROPER FUNCTION GEOTEXTILE 2. MAINTAIN AND REPLACE INSERTS AS CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND OF THE PAD. FABRIC OVERFLOW RECOMMENDED BY THE LOCATION OF ROAD5, PIPE5, RE5TRICTOR5, CHANNELS, RETENTION FACILITIES, UTILITIES, 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE (TO BYPA55 PEAK MANUFACTURER, AS REQUIRED BY ETC.). MUD FROM THE VEHICLE WHEELS, THE WHEELS STORM VOLUMES) THE INSPECTOR OR PROJECT SHALL BE HOSED OFF BEFORE THE VEHICLE 24' ENGINEER AND AS OTHERWISE 2. THE IMPLEMENTATION OF THE5E TE5C PLAN5 AND THE CONSTRUCTION, MAINTENANCE, ENTERS A PAVED STREET. THE WASHING SHALL NECESSARY. REPLACEMENT, AND UPGRADING OF THE5E TE5C FACILITIES 15 THE RE5PON51BILITY OF THE BE DONE ON A AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A APPLICANT /CONTRACTOR UNTIL ALL CONSTRUCTION 15 COMPLETED AND APPROVED AND SEDIMENT RETENTION FACILITY OR THROUGH A VEGETATIOWLAND5CAPING 15 E5TABL15HED. SILT FENCE. EXISTING CATCH BASIN CONSTRUCTION ENTRANCE DETAIL SCALE: N.T.5. VIEW LOOKING UPSTREAM N g I A - " NOTE: E STONE INTO EL BANES AND EXTEND END IT BEYOND D THE THE ABUTMENTS A MIN OF 15- TO PREVENT FLOW AROUND DAM. A SECTION A . A Flow - Y ... U 8' SPACING BETWEEN CHECK DAMS 'L' - THE D15TANCE 5UCH THAT POINT5'A' AND 5' ARE EQUAL ELEVATION. 3 CHECK DAM DETAIL SCALE: N.T.5. FILTER FABRIC MATERIAL GO' WIDE ROLLS - USE RING5 TO ATTACH TO WIRE FABRIC 2'. 2' BY 14 GAUGE in WIRE FABRIC OR EQUIVALENT iv EXI5TING GRADE b Bull un 71 -111 MATEF (V _ 2"x 4' WOOD POSTS, STANDARD OR BETTER, OR STEEL FENCE P05T IN 5'x 12' TRENCH FRONT VIEW FILTER FABRIC MATERIAL MIRAFI PROP. LINE 100 N5 OR EQUIVALENT 2' x 2' BY 14 GAUGE WIRE FABRIC OR EQUIVALENT, AFFIX TO F05T PROVIDE 3/4' TO I I/2' WASHED ROCK OR NATIVE BACKFILL ON BOTH SIDES OF FILTER FABRIC FENCE. 2' x 4' WOOD P05T OR STEEL FENCE P05T SIDE VIEW STANDARD EROSION CONTROL NOTES: SEDIMENT #3003 SEDIMENT ONLY ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH 5TREAMGUARD BA51N INSERT #3003, FROM F055 ENVIRONMENTAL 7440 W. MARGINAL WAY 5. SEATTLE, WA 98108-4141 PHONE: I -800 -909 -3677 FILTER FABRIC FENCES: I . FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL 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 POST. 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 UF51LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP5LOPE 51DE OF THE POSTS U51NG HEAVY -DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RING5. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 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 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. G. WHEN EXTRA - STRENGTH FILTER FABRIC AND CL05ER P05T SPACING 15 USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 15 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 UP51LOPE 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 REPAIR5 SHALL BE MADE IMMEDIATELY. 4 FILTER FABRIC FENCE DETAIL SCALE: N.T.5. (-,-) INLET SEDIMENT PROTECTION SCALE: N.T.5. OVERFLOW SPILLWAY G MIN / /j �j• /j NATIVE SOIL OR COMPACTED BACKFILL v�� /j j`` P MIN DEPTH, 2- - 4- ROCK I' MIN DEPTH. 3/4' - 1 1/2' WASHED GRAVEL GEOTEXTILE SURFACE AREA DETERMINED AT WMIN TOP OF WEIR I' MIN I' MIN\ OVERFE b - I A `$tT RIPRAP N I' MIN "1 GRAVEL DISCHARGE TO GEOTEXTILE STABILIZED CONVEYANCE OUTLET OR LEVEL SPREADER NOTES I . TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. 2. MAXIMUM TRIBUTARY AREA TO EACH SEDIMENTATION TRAP 15 3.00 ACRE. 3. 5EDIMENTATION TRAP SHALL HAVE 3:1 LENGTH TO WIDTH RATIO. 4. SEDIMENTATION TRAP SHALL HAVE A FLAT BOTTOM WITH 1,500 5.F. MIN. SURFACE AREA. 5. DESIGN FLOWS FOR A 3 ACRE AREA; 010 =0.72 d5. Q2 =0.26 d5. G. TO AID IN DETERMINING SEDIMENT DEPTH, ALL TRAFS SHALL HAVE A STAFF GAGE WITH A PROMINENT MARK ONE FOOT ABOVE THE BOTTOM OF THE TRAP. MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 12' IN DEPTH. 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED. 5 SEDIMENT TRAP DETAIL SCALE: N.T.5. TEMPORARY 5EEDING A' 2' /MAY I'MIN 2\�Py. 2' MIN. 6 INTERCEPTOR DITCH SCALE: N.T.5. 3. THE BOUNDARIE5 OF THE CLEARING LIMITS SHOWN ON THI5 PLAN 5HALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS 5HALL BE PERMITTED. THE FLAGGING 5HALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE TE5C FACILITIES 5HOWN ON TH15 PLAN MU5T BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN 5UCH A MANNER A5 TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE 5Y5TEM, ROADWAY5 OR VIOLATE APPLICABLE WATER 5TANDARD5. 5. THE TE5C FACILITIES 5HOWN ON THI5 PLAN ARE THE MINIMUM REQUIREMENT5 FOR ANTICIPATED 5ITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE5E TE5C FACILITIES 5HALL BE UPGRADED A5 NEEDED FOR UNEXPECTED 5TORM EVENTS AND TO EN5URE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE 5ITE. G. THE TE5C FACILITIES 5HALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED A5 NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE TE5C FACILITIES ON INACTIVE SITES 5HALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOUR5 FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BA51N. ALL CATCH BASINS AND CONVEYANCE LINE5 5HALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION 5HALL NOT FLU5H 5EDIMENT LADEN WATER INTO THE DOWNSTREAM 5Y5TEM. 9. 5TABILIZED CONSTRUCTION ENTRANCE5 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. TOP501L STOCKPILES: 1. 5TOCKPILE5 5HALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM 5TOCK PILE5 MUST BE P051TIVELY PREVENTED. 3. TOP501L 5HALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UB -GRADE 15 EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED 50DDING OR SEEDING. 4. PREVIOU5LY E5TA5L15HEO GRADES ON THE AREA5 TO BE TOP501LED 5HALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN. HYDR05EEDING: 1. SEED MIXTURE BE APPLIED AT THE RATE RECOMMENDED BY THE MANUFACTURER 2. FOR 5EED BED5 PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G.,GEOTEXTILE5, JUTE MAT, CLEAR PLASTIC COVERING) 3. SEED BED5 PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE A5 NECE55ARY TO F05TEP AND PROTECT THE ROOT STRUCTURE. 4. BEFORE SEEDING, INSTALL NEEDED 5URFACE RUNOFF CONTROL MEA5URE5 5UCH A5 GRADIENT TERRACES, INTERCEPTOR DIKE5, 5WALE5, LEVEL 5PREADER5 AND SEDIMENT BA51N5. 5. THE SEEDBED 5HALL BE FIRM WITH A FAIRLY FINE 5URFACE, FOLLOWING 5URFACE ROUGHENING. PERFORM ALL CULTURAL OPERATION5 ACRO55 OR AT RIGHT ANGLES TO THE SLOPE. G. FERTILIZERS ARE TO BE U5ED ACCORDING TO SUPPLIERS RECOMMENDATION5. AMOUNTS U5ED 5HOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIE5 AND WETLANDS. HORIZONTAL CONTROL: WASHINGTON STATE PLANE, EROSION CONTROL 15 NOT LIMITED TO THE ITEM5 ON THE5E PLAN5. DITCH SLOPE HECK DAM SPACING (U ' MAINTENACE OF ALL EROSION CONTROL MEA5URE5. NO SILTATION OF 0-5% i 0%� 1 50 FEET 500FEET \,� • • • - : - POINT 'A' POINT 9' 3 CHECK DAM DETAIL SCALE: N.T.5. FILTER FABRIC MATERIAL GO' WIDE ROLLS - USE RING5 TO ATTACH TO WIRE FABRIC 2'. 2' BY 14 GAUGE in WIRE FABRIC OR EQUIVALENT iv EXI5TING GRADE b Bull un 71 -111 MATEF (V _ 2"x 4' WOOD POSTS, STANDARD OR BETTER, OR STEEL FENCE P05T IN 5'x 12' TRENCH FRONT VIEW FILTER FABRIC MATERIAL MIRAFI PROP. LINE 100 N5 OR EQUIVALENT 2' x 2' BY 14 GAUGE WIRE FABRIC OR EQUIVALENT, AFFIX TO F05T PROVIDE 3/4' TO I I/2' WASHED ROCK OR NATIVE BACKFILL ON BOTH SIDES OF FILTER FABRIC FENCE. 2' x 4' WOOD P05T OR STEEL FENCE P05T SIDE VIEW STANDARD EROSION CONTROL NOTES: SEDIMENT #3003 SEDIMENT ONLY ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH 5TREAMGUARD BA51N INSERT #3003, FROM F055 ENVIRONMENTAL 7440 W. MARGINAL WAY 5. SEATTLE, WA 98108-4141 PHONE: I -800 -909 -3677 FILTER FABRIC FENCES: I . FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL 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 POST. 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 UF51LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP5LOPE 51DE OF THE POSTS U51NG HEAVY -DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RING5. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 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 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. G. WHEN EXTRA - STRENGTH FILTER FABRIC AND CL05ER P05T SPACING 15 USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 15 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 UP51LOPE 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 REPAIR5 SHALL BE MADE IMMEDIATELY. 4 FILTER FABRIC FENCE DETAIL SCALE: N.T.5. (-,-) INLET SEDIMENT PROTECTION SCALE: N.T.5. OVERFLOW SPILLWAY G MIN / /j �j• /j NATIVE SOIL OR COMPACTED BACKFILL v�� /j j`` P MIN DEPTH, 2- - 4- ROCK I' MIN DEPTH. 3/4' - 1 1/2' WASHED GRAVEL GEOTEXTILE SURFACE AREA DETERMINED AT WMIN TOP OF WEIR I' MIN I' MIN\ OVERFE b - I A `$tT RIPRAP N I' MIN "1 GRAVEL DISCHARGE TO GEOTEXTILE STABILIZED CONVEYANCE OUTLET OR LEVEL SPREADER NOTES I . TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. 2. MAXIMUM TRIBUTARY AREA TO EACH SEDIMENTATION TRAP 15 3.00 ACRE. 3. 5EDIMENTATION TRAP SHALL HAVE 3:1 LENGTH TO WIDTH RATIO. 4. SEDIMENTATION TRAP SHALL HAVE A FLAT BOTTOM WITH 1,500 5.F. MIN. SURFACE AREA. 5. DESIGN FLOWS FOR A 3 ACRE AREA; 010 =0.72 d5. Q2 =0.26 d5. G. TO AID IN DETERMINING SEDIMENT DEPTH, ALL TRAFS SHALL HAVE A STAFF GAGE WITH A PROMINENT MARK ONE FOOT ABOVE THE BOTTOM OF THE TRAP. MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 12' IN DEPTH. 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED. 5 SEDIMENT TRAP DETAIL SCALE: N.T.5. TEMPORARY 5EEDING A' 2' /MAY I'MIN 2\�Py. 2' MIN. 6 INTERCEPTOR DITCH SCALE: N.T.5. 3. THE BOUNDARIE5 OF THE CLEARING LIMITS SHOWN ON THI5 PLAN 5HALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS 5HALL BE PERMITTED. THE FLAGGING 5HALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE TE5C FACILITIES 5HOWN ON TH15 PLAN MU5T BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN 5UCH A MANNER A5 TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE 5Y5TEM, ROADWAY5 OR VIOLATE APPLICABLE WATER 5TANDARD5. 5. THE TE5C FACILITIES 5HOWN ON THI5 PLAN ARE THE MINIMUM REQUIREMENT5 FOR ANTICIPATED 5ITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE5E TE5C FACILITIES 5HALL BE UPGRADED A5 NEEDED FOR UNEXPECTED 5TORM EVENTS AND TO EN5URE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE 5ITE. G. THE TE5C FACILITIES 5HALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED A5 NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE TE5C FACILITIES ON INACTIVE SITES 5HALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOUR5 FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BA51N. ALL CATCH BASINS AND CONVEYANCE LINE5 5HALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION 5HALL NOT FLU5H 5EDIMENT LADEN WATER INTO THE DOWNSTREAM 5Y5TEM. 9. 5TABILIZED CONSTRUCTION ENTRANCE5 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. TOP501L STOCKPILES: 1. 5TOCKPILE5 5HALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM 5TOCK PILE5 MUST BE P051TIVELY PREVENTED. 3. TOP501L 5HALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UB -GRADE 15 EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED 50DDING OR SEEDING. 4. PREVIOU5LY E5TA5L15HEO GRADES ON THE AREA5 TO BE TOP501LED 5HALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN. HYDR05EEDING: 1. SEED MIXTURE BE APPLIED AT THE RATE RECOMMENDED BY THE MANUFACTURER 2. FOR 5EED BED5 PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G.,GEOTEXTILE5, JUTE MAT, CLEAR PLASTIC COVERING) 3. SEED BED5 PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE A5 NECE55ARY TO F05TEP AND PROTECT THE ROOT STRUCTURE. 4. BEFORE SEEDING, INSTALL NEEDED 5URFACE RUNOFF CONTROL MEA5URE5 5UCH A5 GRADIENT TERRACES, INTERCEPTOR DIKE5, 5WALE5, LEVEL 5PREADER5 AND SEDIMENT BA51N5. 5. THE SEEDBED 5HALL BE FIRM WITH A FAIRLY FINE 5URFACE, FOLLOWING 5URFACE ROUGHENING. PERFORM ALL CULTURAL OPERATION5 ACRO55 OR AT RIGHT ANGLES TO THE SLOPE. G. FERTILIZERS ARE TO BE U5ED ACCORDING TO SUPPLIERS RECOMMENDATION5. AMOUNTS U5ED 5HOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIE5 AND WETLANDS. HORIZONTAL CONTROL: WASHINGTON STATE PLANE, EROSION CONTROL 15 NOT LIMITED TO THE ITEM5 ON THE5E PLAN5. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND VERTICAL DATUM SOUTH ZONE PER TCHPN MAINTENACE OF ALL EROSION CONTROL MEA5URE5. NO SILTATION OF NGVD 29 4 EXISTING OR PROP05ED DRAINAGE FACILITIES 5HALL BE ALLOWED. CARE THUR5TON COUNTY HIGH 5HALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF5ITE PER THURSTON COUNTY HIGH PREC1510N NETWORK PROPERTIES. PRECISION NETWORK 337 338 x:30 346 347 348 349 350 i o - 351 n 352 E 353 SEC.23, T1 7N, R1 E, W.M. ,99n g19 1 180 179 ° I :1 230 231 232 233 234 235 236 237 238 239 240 w 160 I O 8 60+ Loo— — M9— SO 141100 ll8 ROAD FM5 — "143 +00 _ 143 +SOL19144 +00 144.+ � - - -�— _ + _ J V+ y 269 268 259 241 , Q �• + Q i 270 267 ' ' 0 258 242 , LL 271 266 1 I 257 243 l + 1 EXISTING PARK 265 1 ' N 1 256 244 DIVISIONS 3&4 +� OPEN SPACE + OPEN SPACE 1 I 272 264 ' 255 273 263 245 +� 1 1 246 1 254 I + ' 247 `I 274 262 +� i ': 253 248 +I 1 275 261 ' 252 249 ':1 I I +t I 1 I ID 276 260 .' + 251 250 I 1 I \ - -- ILMB + +. + _.+ 224 M 4 + + + + L.6 ROAD E —L17 -� 0 + o c2{ 9 MONUMENT LINE 335 DISTANCE L5 N 1'40`43"E 101.38' LG 336 337 338 x:30 346 347 348 349 350 i o - 351 n 352 E 353 SEC.23, T1 7N, R1 E, W.M. ,99n g19 1 180 179 ° I :1 230 231 232 233 234 235 236 237 238 239 240 w 160 I O 8 60+ Loo— — M9— SO 141100 ll8 ROAD FM5 — "143 +00 _ 143 +SOL19144 +00 144.+ � - - -�— _ + _ J V+ y 269 268 259 241 , Q �• + Q i 270 267 ' ' 0 258 242 , LL 271 266 1 I 257 243 l + 1 EXISTING PARK 265 1 ' N 1 256 244 DIVISIONS 3&4 +� OPEN SPACE + OPEN SPACE 1 I 272 264 ' 255 273 263 245 +� 1 1 246 1 254 I + ' 247 `I 274 262 +� i ': 253 248 +I 1 275 261 ' 252 249 ':1 I I +t I 1 I ID 276 260 .' + 251 250 I 1 I \ - -- ILMB + +. + _.+ 224 M 4 + + + + L.6 ROAD E —L17 -� 0 + o c2{ 9 I I Is, CITY OF YELM PROPOSED SITE DIV.4 DIVA DIV.2 a I DIV.3 I I � y 0 DIV.7 DIV.B .• _}._ .• � coKaE,E a woo i Y u- S,EEL OR Mo Y 1 CITY OF YELM ,. r,.s Yoss,sMr ro s inm w Ynrarz a DEPT. OF PUBLIC WORKS .'xK, CdxsEA Y.xl[N, IrER CMm Yawxx,ala,lxawxo CAST IN PLACE :. muulErt °"` orxleoYS "°" wx rrww. MONUMENT twacrz ewa wm ,or s[ room. ] W bWL K Y Yh 04Y. R..R 0.11E YMYFM. .rn,01lD O,Ir. M .. mKxrx m s[ out[o a . rwY ru0.c anss oritt,as wrz 4 -16 sw umrlwc raws,na a] or om. art s -C YC Yc to /]/W NOTE: UPON COMPLETION AND ACCEPTANCE OF CONSTRUCTION BY THE CITY OF YELM, MONUMENTS 5HALL BE INSTALLED AT THE P051TION5 INDICATED TO THE SPECIFICATIONS OF THE CITY OF YELM PUBLIC WORK5 5TANDARD5 FOR MONUMENT CON5TRUCTION. N 0 50 100 SCALE VICINITY MAP LINE TABLE MONUMENT LINE BEARING DISTANCE L5 N 1'40`43"E 101.38' LG N 1 °40'43' E 470.57' L7 N I °40043' E 1 39.76' L16 N 89 °1001 I' W 256.03' L17 N89 °10'1I'W PHASE LINE L 18 N 89° 10' 1 VW 256.03' L19 N 89 °10'1 I' W I } L2 I N 1'40'43'E 277 278 279 280 281 282 283 284 285 286 287 288 w 289 Q I 112 11 301 300 299 298 FUTURE PHASE 295 2 293 292 291 290 0 I 110 I I Is, CITY OF YELM PROPOSED SITE DIV.4 DIVA DIV.2 a I DIV.3 I I � y 0 DIV.7 DIV.B .• _}._ .• � coKaE,E a woo i Y u- S,EEL OR Mo Y 1 CITY OF YELM ,. r,.s Yoss,sMr ro s inm w Ynrarz a DEPT. OF PUBLIC WORKS .'xK, CdxsEA Y.xl[N, IrER CMm Yawxx,ala,lxawxo CAST IN PLACE :. muulErt °"` orxleoYS "°" wx rrww. MONUMENT twacrz ewa wm ,or s[ room. ] W bWL K Y Yh 04Y. R..R 0.11E YMYFM. .rn,01lD O,Ir. M .. mKxrx m s[ out[o a . rwY ru0.c anss oritt,as wrz 4 -16 sw umrlwc raws,na a] or om. art s -C YC Yc to /]/W NOTE: UPON COMPLETION AND ACCEPTANCE OF CONSTRUCTION BY THE CITY OF YELM, MONUMENTS 5HALL BE INSTALLED AT THE P051TION5 INDICATED TO THE SPECIFICATIONS OF THE CITY OF YELM PUBLIC WORK5 5TANDARD5 FOR MONUMENT CON5TRUCTION. N 0 50 100 SCALE VICINITY MAP LINE TABLE MONUMENT LINE BEARING DISTANCE L5 N 1'40`43"E 101.38' LG N 1 °40'43' E 470.57' L7 N I °40043' E 1 39.76' L16 N 89 °1001 I' W 256.03' L17 N89 °10'1I'W 221.54' L 18 N 89° 10' 1 VW 256.03' L19 N 89 °10'1 I' W 220.51' L2 I N 1'40'43'E 470.57' z 301 300 299 298 297 296 295 294 293 292 291 290 0 111 110 I I Is, CITY OF YELM PROPOSED SITE DIV.4 DIVA DIV.2 a I DIV.3 I I � y 0 DIV.7 DIV.B .• _}._ .• � coKaE,E a woo i Y u- S,EEL OR Mo Y 1 CITY OF YELM ,. r,.s Yoss,sMr ro s inm w Ynrarz a DEPT. OF PUBLIC WORKS .'xK, CdxsEA Y.xl[N, IrER CMm Yawxx,ala,lxawxo CAST IN PLACE :. muulErt °"` orxleoYS "°" wx rrww. MONUMENT twacrz ewa wm ,or s[ room. ] W bWL K Y Yh 04Y. R..R 0.11E YMYFM. .rn,01lD O,Ir. M .. mKxrx m s[ out[o a . rwY ru0.c anss oritt,as wrz 4 -16 sw umrlwc raws,na a] or om. art s -C YC Yc to /]/W NOTE: UPON COMPLETION AND ACCEPTANCE OF CONSTRUCTION BY THE CITY OF YELM, MONUMENTS 5HALL BE INSTALLED AT THE P051TION5 INDICATED TO THE SPECIFICATIONS OF THE CITY OF YELM PUBLIC WORK5 5TANDARD5 FOR MONUMENT CON5TRUCTION. N 0 50 100 SCALE VICINITY MAP LINE TABLE MONUMENT LINE BEARING DISTANCE L5 N 1'40`43"E 101.38' LG N 1 °40'43' E 470.57' L7 N I °40043' E 1 39.76' L16 N 89 °1001 I' W 256.03' L17 N89 °10'1I'W 221.54' L 18 N 89° 10' 1 VW 256.03' L19 N 89 °10'1 I' W 220.51' L2 I N 1'40'43'E 470.57' MONUMENT TABLE MONUMENT NORTHING EASTING M7 593,8GG.48 1,106,805.88 M8 593,967.81 1,106,808.85 M9 594,438.18 1,106,822.63 M14 593,964. 10 1,107,064.85 M15 594,434.47 1,107,078.63 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C2 15 °18'32' 165.00' 44.09' 1 22.18' HORIZONTAL CONTROL: WA5HINGTON 5TATE PLANE, VERTICAL DATUM 5OUTH ZONE PER TCHPN NGVD 29 4 THUR5TON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH PPEC15ION NETWORK s a x no SEC.23, T1 7N, R1 E, W.M. j PROPERTY LINE (TYP) r! 5701 86 /387 13 8� \\ 1 � /// _� 390 391 / 392 393 394 395 396 397 398 JiOAD . _ o `\I 372. 329 0 f \ \ \ \ // '�/ rJ ( Iif1ll�ll�ll11l1ll1l 1 I � I j� l I 37x 2 373.5 23 202 201 38a I �00 19 20,8 207 206 205 331 III r -1328 / 1 i I 1 i F I \ N III J -a27 -/ I \ l!I li/ O I F TUR PHA E 2 �\ \ 1a1 x (( I 210 211 212 213 2�4 215 2t6 217 8 326 I . �� \ \ -J - -- — -- ' —T� MATCH LINE - SEE DWG R -2 3,74 18: 37 .16 x 179 \ 378. I' 160 EXISTING DIVISIONS 3 & 4 J ELV. 379.78' I Ia, CITY OF YELM P OR POSED SITE IV.5 DIVA .I I DIVA DIV.7 DIV.B - I ° I I a VICINITY MAP SURVEY NOTE: EXISTING CONTOUR DATA 15 BASED ON LIDAR DATA PROVIDED TO KPFF. KPFF A55UME5 NO RESPONSIBILITY FOR THE ACCURACY OF THE CONTOURS. GRADING QUANTITIES AND WALL HEIGHTS/LENGTH5 MAY DIFFER FROM OUR DE51GN IF THE EXISTING CONTOURS FOUND IN THE FIELD DIFFER FROM THE LIDAR PROVIDED TO U5. CONTRACTOR 15 ADVISED TO CONFIRM EXISTING CONTOURS PRIOR TO STARTING CONSTRUCTION AND ORDERING MATERIAL. i 0 50 100 3831 SCALE HORIZONTAL CONTROL: WASHINGTON STATE PLANE. VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 IIIIIIIII I — — �- J ll�ijllp 38?� 365,� IIII I J � 381 j 371 j f \\ \ . / 1 i I 1 i F I \ N III J -a27 -/ I \ l!I li/ O I F TUR PHA E 2 �\ \ 1a1 x (( I 210 211 212 213 2�4 215 2t6 217 8 326 I . �� \ \ -J - -- — -- ' —T� MATCH LINE - SEE DWG R -2 3,74 18: 37 .16 x 179 \ 378. I' 160 EXISTING DIVISIONS 3 & 4 J ELV. 379.78' I Ia, CITY OF YELM P OR POSED SITE IV.5 DIVA .I I DIVA DIV.7 DIV.B - I ° I I a VICINITY MAP SURVEY NOTE: EXISTING CONTOUR DATA 15 BASED ON LIDAR DATA PROVIDED TO KPFF. KPFF A55UME5 NO RESPONSIBILITY FOR THE ACCURACY OF THE CONTOURS. GRADING QUANTITIES AND WALL HEIGHTS/LENGTH5 MAY DIFFER FROM OUR DE51GN IF THE EXISTING CONTOURS FOUND IN THE FIELD DIFFER FROM THE LIDAR PROVIDED TO U5. CONTRACTOR 15 ADVISED TO CONFIRM EXISTING CONTOURS PRIOR TO STARTING CONSTRUCTION AND ORDERING MATERIAL. i 0 50 100 SCALE HORIZONTAL CONTROL: WASHINGTON STATE PLANE. VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 4 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH PRECISION NETWORK r s s 9 1 s I Illllllll / llllllll� /I I ti<<11111 1 1 0 / (01 � x /111 � /1111 `I(1 Illhl �// f1111 /1111 I l Jai 1 / f, � 1 /'p /' f 363 J/ PROPERTY LINE (TYP.) I SEC.23, T1 7N, R1 E, W.M. MATCHLINE - 5EE DWG K- I I W WELL KAUIUS I I I UTU � TAHOINA BOULEVARD '— ELV. 373.17' 372.7 112 EXISTING DIVISIONS 3 & 4 I 1 WASHINGTON STATE PLANE, PHASE LINE �� Ji�i1 yl WELL 11 -- CfffOF YEI� �I 381.50' r I / 277 278 2279 280 281 282 28\3 284 285 286 287 288 289 SITE I 1� FU UR PkASE <l IV.5 D. 4 i DIV.1 y n I W. .. DIV. DIV. I W WELL KAUIUS I I I UTU � TAHOINA BOULEVARD '— ELV. 373.17' 372.7 112 EXISTING DIVISIONS 3 & 4 I 3., sE WASHINGTON STATE PLANE, N �� Ji�i1 yl WELL 11 -- CfffOF YEI� �I I W WELL KAUIUS I I I UTU � TAHOINA BOULEVARD '— ELV. 373.17' 372.7 112 EXISTING DIVISIONS 3 & 4 I 3., sE WASHINGTON STATE PLANE, N SOUTH ZONE PER TCHPN NGVD 29 3 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK I PRECISION NETWORK I CITY OF YELM PROPOSED I SITE I IV.5 D. 4 i DIV.1 y n I W. .. DIV. DIV. DIV.7 DIV.8 VICINITY MAP NOTE: THE CITY OF YELM HAS APPROVAL FROM DOE FOR THE CONSTRUCTION OF ROAD C THROUGH THE WELL RADIUS FOR THE CITY WELL ON PARCEL 78640000024 5URVEY NOTE: EXISTING CONTOUR DATA 15 BASED ON LIDAR DATA PROVIDED TO KPFF. KPFF A55UMES NO RESPONSIBILITY FOR THE ACCURACY OF THE CONTOURS. GRADING QUANTITIES AND WALL HEIGHT5/LENGTH5 MAY DIFFER FROM OUR DE51GN IF THE EXISTING CONTOURS FOUND IN THE FIELD DIFFER FROM THE LIDAR PROVIDED TO US. CONTRACTOR 15 ADVISED TO CONFIRM EXISTING CONTOURS PRIOR TO STARTING CONSTRUCTION AND ORDERING MATERIAL. N 0 50 100 millmi SCALE �J HORIZONTAL CONTROL: WASHINGTON STATE PLANE, Iv] VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 3 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH PRECISION NETWORK SEC.23, T1 7N, R1 E, W.M. 22 LF, 12' 5D 1 q ROAD A- 5TA 15 +85. 1 G 2 Q5= 0.0050 FT /FT R- I I GL ROAD E - 5TA 20 +00.00 P-1 I OO O O t PHASE 1 w �- Z WZ O ¢ ROAD A- 5TA I +83.00 W OV J OD O O N W A CJi n O ¢ ROAD D - 5TA 53 +25.83 0 i - W N TEMPORARY GRAVEL EMERGENCY ACCESS ROAD. 20' WIDE. CENTERED a , ON PROPOSED ROAD A ALIGNMENT. ROAD pC I FUTU R / / // - 5 W 88 TEP I 3 SEE DETAIL I ON DWG G -4 l QI 1 oq� \ I - --------- +o v l 111,1A, I1I, Vl 4f I + / } P CURB RAtO , O TYPE 3 OYP) N -4 -4 v w D v _ rn E UJ 28 �28 @5=0.00 2DFT /FT y. I rr LV - J " _ ._ 4 Co 56' RAN � U� O ?2 / - a _ - ROAD E ~ o 5EE DWG R -5 W PARK I ROAD A LU CITY OF YELM WELL AREA L ROAD A HORZ.- 1 " =50' VERT. -1 " =5' :OAD D I ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Bf�A TYPE STATION OFP5ET ORS NEW 5T. 5P I.E. OUT 3 TYPE 2 48" 11 +36.00 22.00' PT 37).5G )O 99TH AVE. ROAD F 4 m 12+20.05 1 2.00' RT EXI iING 363.63(18 ")(W) 99TH WAY p I DIVI51 N534 12+25.G7 h 1 ooTH AVE. I ROAD E 363.82(18 ")(NW) 363.82(18 ")(E) E TYPE 2 ■ ■ ■ ■ ■ ■ ■ ■■ ■ MEMO k ■NONE 1 2.00' RT ■■■■■■ rT TAHOMA BLVD. 8 TYPE I 16 +34.62 S■■ M■■■■■■■■■■ - 51ON 74,8 MULTI - FAMILY MA5TER FIANNED TYPE 2 16 +34.62 mmm■■■■■■■■M■■■ GDMMUNITY 377.69(1 2 ")(W) 374.79(12")(5) 374.76(1 2 ")(N) KEY MAP N■ M■■■■■■■■■■■■■ 1 5.07 RT N.T.5. 5EC.24. T17N, RIE. W.M. 375.59(12")(5) 57 TYPE 2 IrO 12.00' PT 379.86 370.55(12")(E) 365.54() 8 ")(SE) 365.54(1 8 ")(N) 58 TYPE 2 5 +67.73 18.70' PT 380.85 374.42(12")(N) 366.44(18 ")(S) 369.94(1 2 ")(E) ■ ■M■■■■■■■■■■ 10 +57.18 23.71' PT 368.93 360.50(24 ")(W) ■M■■ 360.50(24 ")(N) i■■ M■■■■ E■■ NM■■■ Mm■■ N■■■■■■■■ mN■■■■■M■■ N■■■ ONN■■■ EE* EME ■ ■ ■ ■ ■ ■ ■ ■C!■ ■■■■■ E■■■■■■ MM■■■■■■■■■■■■■■ E SOMEONE mM■■ N■■■■■ M.\ tlL+ Jr7■■■ MM■■■■■■■■ MM ■M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■M't] mmimmoommoom somommomi NONE ■ ■ ■ ■ ■ ■�ILd ■■■■ NM■■■■■■■■ O■■■■■■■ M N ■ ■ ■ ■NN ■ ■ ■ ■NM ■ ■ ■ ■ ■ ■ ■■ ■NNrs.rG�l 1■■■■■■ NS■M■■■■ ■■ ■ ■ ■■ ■MM■ ■ ■M ■■ ■ ■■ ■ ■■ ■■ ■ ■■ ■■Ia\ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■S ■ ■ ■N ■ ■■ ENS■■■■■ S■■ NS■■■ S■■ N■■ Mt! CENL� LJEN ■ ■M NONE ■ OMEN NNMEN■M ■EE= som ■ ■ ■ ■ ■NMMMMMMII:M\ NINE! 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ME■ Eil■ 19y■ ®S m■■■ MM® ■Mtll emm■ tl■■ ®M ml■ ■ ■I■MENNr1B Ym tl■■■ m■■ mmommo' BG ! ■ ■ ■■ ■l■Gl ■ONE m■ ■ mMl ■ ■8L"•1 ■ ■ ■Gr1Bm a■■■■! 49f■■ ■S MSR9FI ■■ ■l■mmosomomm iomm lm■ MMM ■■!! ■umom■ummm MIw ■mm M ■ ■! ■G919 ■■■■m!a um■MBNIN ■ ■mGi [OEM tvfmom ■m■ ■Smmos SOMME ■mumo EMOM= ■BMS ■[if■ Mla tVfBSS ■ ■■■ ■ ■S ■!� ■M ■d L ROAD A HORZ.- 1 " =50' VERT. -1 " =5' :OAD D I BASINS Bf�A TYPE STATION OFP5ET ORS NEW 5T. 5P I.E. OUT 3 TYPE 2 48" 11 +36.00 22.00' PT 37).5G )O 99TH AVE. ROAD F 4 m 12+20.05 1 2.00' RT EXI iING 363.63(18 ")(W) 99TH WAY p I DIVI51 N534 12+25.G7 h 1 ooTH AVE. I ROAD E 363.82(18 ")(NW) 363.82(18 ")(E) E TYPE 2 1 3 +60.00 12.00- LT 379.01 364.77() 8 ")(NE) 364.77(18 ")(5E) 7 k 13 +60.00 1 2.00' RT 379.01 rT TAHOMA BLVD. 8 TYPE I 16 +34.62 FUTU FUTURE TAHOMA TERRA - 51ON 74,8 MULTI - FAMILY MA5TER FIANNED TYPE 2 16 +34.62 1 5.07' RT GDMMUNITY 377.69(1 2 ")(W) 374.79(12")(5) 374.76(1 2 ")(N) KEY MAP TYPE 2 18 +60.07 1 5.07 RT N.T.5. 5EC.24. T17N, RIE. W.M. t t t t STORM DRAIN CATCH BASINS ITEM TYPE STATION OFP5ET RIM I.E. IN I.E. OUT 3 TYPE 2 48" 11 +36.00 22.00' PT 37).5G 361. 1 3(24 ")(W) 361 . 1 3(24 ")(5) 362.99(1 2 ")(N) 4 TYPE 2 12+20.05 1 2.00' RT 375.82 363.63(18 ")(W) 363.63(18 ')(5) 5 TYPE 2 12+25.G7 1 2.00' LT 376.08 363.82(18 ")(NW) 363.82(18 ")(E) 6 TYPE 2 1 3 +60.00 12.00- LT 379.01 364.77() 8 ")(NE) 364.77(18 ")(5E) 7 TYPE 2 13 +60.00 1 2.00' RT 379.01 364.95(18 ")(NW) 364.95(18 ")(5W) 8 TYPE I 16 +34.62 10.00' LT 351.501 - 377.80(121")(E) 9 TYPE 2 16 +34.62 1 5.07' RT 351.70 377.69(1 2 ")(W) 374.79(12")(5) 374.76(1 2 ")(N) 10 TYPE 2 18 +60.07 1 5.07 RT 383.95 375.89(12")(N) 375.59(12")(5) 57 TYPE 2 4 +44.97 12.00' PT 379.86 370.55(12")(E) 365.54() 8 ")(SE) 365.54(1 8 ")(N) 58 TYPE 2 5 +67.73 18.70' PT 380.85 374.42(12")(N) 366.44(18 ")(S) 369.94(1 2 ")(E) BLVD #22 TYPE 2 - 48" 10 +57.18 23.71' PT 368.93 360.50(24 ")(W) 360.50(24 ")(S) 360.50(24 ")(N) e ► STRUCTURE TO BE BUILT WITH TANOMA BOULEVARD IMPROVEMENT5. +SET STRUCTURE RIM AT ULTIMATE GRADE AND PROVIDE TEMPORARY SOLID COVER UNTIL PHASE 2 CONSTRUCTION. NOTES: 1. REFERENCE DRAWING R -9 FOR ROADWAY SECTIONS AND PAVING DETAILS. 2. REFERENCE DRAWINGS R- I I THRU R -1 2 FOR INTERSECTION AND TRAFFIC CALMING DETAILS. 3. REFERENCE DRAWINGS W- I THRU W -5, 5 -1 THRU 5 -5, U- I S U -2 FOR WATER AND S.T.E.P. INFORMATION. 4. ROOF DRAINS WILL BE CONNECTED TO FOOTING DRAINS AROUND LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN. REFERENCE DRAWINGS RD- I THRU RD -3 FOR ROOF DRAIN INFORMATION. 5. ALL STORM DRAIN PIPING SHALL BE ADS N-) 2 UNLESS SPECIFICALLY IDENTIFIED WITHIN THIS PLAN SET. PIPE LENGTHS INDICATED ARE TO CENTER OF CATCH BASINS AND ROUNDED TO THE NEAREST FOOT. G. REFERENCE DRAWING G -5 FOR ROADWAY HORIZONTAL GEOMETRY. 7. TO PROTECT DRAINAGE RETENTION FACILITIES FROM SEDIMENTATION, THEY SHALL NOT BE CONNECTED TO THE STORM CONVEYANCE SYSTEM UNTIL SITE WORK, ROAD5, UTILITIES, PERMANENT EROSION CONTROL MEASURES, AND LANDSCAPING ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE FACILITY. 8. ALL CATCH BASIN GRATE ELEVATIONS ARE SET TO PROPOSED CURB FLOW LINE ELEVATIONS. (� HORIZONTAL CONTROL: Z ❑v WA511INGTON STATE PLANE, VERTICAL DATUM `,SOUTH ZONE PER TCHPN E 0 50 00 NGVD 29 THUR5TON COUNTY HIGH PER THUR5TON PREC1510N NETWORK SCALE COUNTY HIGH PREC15ION NETWORK i z E 2 1 LF. 12" 5D 05= 0.0052 FT /FT CL ROAD A- 5TA 15+85. 1 G CL ROAD E - 5TA 120+00.00 CURB RAMP TYPE 3 OW.) ROAD A 5EE DWG R -3 SEC.23, T1 7N, R1 E, W.M. ROAD E HORZ.- 1 " =50' VERT. -1 " =5' DO NOT CONNECT EX15TING 5TORM PIPE STUB TO PPOP05PO CATCH 5A51N. CUT t CAP FX15TING PIPE A5 NECF55ARY FOR C0145TRUCTION. PLUG PIPE PENETRATION IN EX15TING CATCH 5A5IN TO THE EA5T. NOTES: 1. REFERENCE DRAWING R -9 FOR ROADWAY SECTIONS AND PAVING DETAILS. 2. REFERENCE DRAWINGS R- I I THRU R -1 2 FOR INTERSECTION AND TRAFFIC CALMING DETAILS. 3. REFERENCE DRAWINGS W- I THRU W -5, 5 -1 THRU 5 -5, U -1 4 U -2 FOR WATER AND 5.T.E.P. INFORMATION. 4. ROOF DRAINS WILL BE CONNECTED TO FOOTING DRAINS AROUND LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN. REFERENCE DRAWINGS RD- I THRU RD -3 FOR ROOF DRAIN INFORMATION. 5. ALL STORM DRAIN PIPING SHALL BE ADS N -1 2 UNLESS SPECIFICALLY IDENTIFIED WITHIN THI5 PLAN SET. PIPE LENGTHS INDICATED ARE TO CENTER OF CATCH BASINS AND ROUNDED TO THE NEAREST FOOT. G. REFERENCE DRAWING G -5 FOR ROADWAY HORIZONTAL GEOMETRY. 7. TO PROTECT DRAINAGE RETENTION FACILITIES FROM SEDIMENTATION, THEY SHALL NOT BE CONNECTED TO THE STORM CONVEYANCE SYSTEM UNTIL SITE WORK, ROADS, UTILITIES, PERMANENT EROSION CONTROL MEASURES, AND LANDSCAPING ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE FACILITY. 8. ALL CATCH BA51H GRATE ELEVATIONS ARE SET TO PROPOSED CURB FLOW LINE ELEVATIONS. N HORIZONTAL CONTROL: ROAD 11 WASHINGTON STATE PLANE, ❑/ VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 4 I THURSTON COUNTY HIGH 0 50 100 PER THURSTON PRECISION NETWORK 5EE DWG R -7 6 ROAD E- 5TA 122+5r.03 SCALE PRECISION NETWORK o ROAD F 99TH WAY 18 LF, 12" 5D 56' R/W R- 12 ROAD H - 5TA 180 +00.00 o S ° I EXI TING Q5= 0.0050 FT /FT 1�28'T28' 37 LF, 1 2` 5D ! o I oiv151 53 t a 11 F IDO HAVE. 11 @5 =0.0050 FT/FT I KDAO e 2 _ If 27 LF. 1 2' 5D AD C / Q5= 0.0272 FT/FT /276 �� 74 1 251 G �F TAHOMA BLVD, � -- - -- i - -- - - -- jm FUTURE TAHOMA TERRA -- -� - - -- M _(. DI FUfU SIGN 7 t 8 MULTI- PAMILY . .. .... .... .. . ,. ...: ..., . ..., .. O MASTER PLANNED COMMUNITY W N KEY MAP N 5EC.24, T 17N. R I E, W.M. 59 N 3Z -- - -- --------- -PHASE LINE T- -- I J 136 STORM DRAIN CATCH BASINS 277 278 9 280 281 282 2 284 285 286 287 / 288 289 Q 11 ITEM TYPE STATION OFFSET RIM I.E. IN I.E. OUT R-9 F TU E A 2 CL ROAD E - 5TA 124 +77.57 # ")(E) J \ ; - 8 1 TYPE I 16 +34.62 10.00'LT 381.80 - 377.80(12 377.69(12 ")c W, ROAD E 9 TYPE 2 16 +34.62 1 5.07' RT 381 .70 374.76(1 2 ")(N) 374.76(1 2 ")(5) R- 58 TYPE 2 15 +67.73 1 8.70' RT 380.85 374.42(1 OWN) 366.44(18 ")(E) 366.94(1 2 ")(E) 37 .55(1 2'9(NE) 59 TYPE 2 122 +66.00 18.00' RT 376.49 368.17(12 ")(E) 368.17(12 ")(1M 60 TYPE 1 1 24 +73.29 10.00' LT 372.901 369.70(1 2 ")(SW) 61 TYPE I 124 +61 .29 18.00' RT 372.90 368.96(1 2 ")(NE) 368.96(1 2 ')(W) 64 TYPE 1 1 22 +91 .55 10.00' LT 376. 13 1371.91(l 2 ")(NW) 371.91(l 2 ")(5W) 72 TYPE 1 180 +35.00 10.00' LT 376.40 - 372.96(1 2 ")(E) 372.28(1 2 ")(N) 73 TYPE 1 180 +35.00 10.00' RT 376.40 372.570 2 ")(�M 372.25(12')(5) 74 TYPE 1 180 +48.48 15.07' KT 376.37 372.430 2 ")(N) 372.43(1 ROAD E HORZ.- 1 " =50' VERT. -1 " =5' DO NOT CONNECT EX15TING 5TORM PIPE STUB TO PPOP05PO CATCH 5A51N. CUT t CAP FX15TING PIPE A5 NECF55ARY FOR C0145TRUCTION. PLUG PIPE PENETRATION IN EX15TING CATCH 5A5IN TO THE EA5T. NOTES: 1. REFERENCE DRAWING R -9 FOR ROADWAY SECTIONS AND PAVING DETAILS. 2. REFERENCE DRAWINGS R- I I THRU R -1 2 FOR INTERSECTION AND TRAFFIC CALMING DETAILS. 3. REFERENCE DRAWINGS W- I THRU W -5, 5 -1 THRU 5 -5, U -1 4 U -2 FOR WATER AND 5.T.E.P. INFORMATION. 4. ROOF DRAINS WILL BE CONNECTED TO FOOTING DRAINS AROUND LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN. REFERENCE DRAWINGS RD- I THRU RD -3 FOR ROOF DRAIN INFORMATION. 5. ALL STORM DRAIN PIPING SHALL BE ADS N -1 2 UNLESS SPECIFICALLY IDENTIFIED WITHIN THI5 PLAN SET. PIPE LENGTHS INDICATED ARE TO CENTER OF CATCH BASINS AND ROUNDED TO THE NEAREST FOOT. G. REFERENCE DRAWING G -5 FOR ROADWAY HORIZONTAL GEOMETRY. 7. TO PROTECT DRAINAGE RETENTION FACILITIES FROM SEDIMENTATION, THEY SHALL NOT BE CONNECTED TO THE STORM CONVEYANCE SYSTEM UNTIL SITE WORK, ROADS, UTILITIES, PERMANENT EROSION CONTROL MEASURES, AND LANDSCAPING ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE FACILITY. 8. ALL CATCH BA51H GRATE ELEVATIONS ARE SET TO PROPOSED CURB FLOW LINE ELEVATIONS. N HORIZONTAL CONTROL: WASHINGTON STATE PLANE, ❑/ VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 4 THURSTON COUNTY HIGH 0 50 100 PER THURSTON PRECISION NETWORK COUNTY HIGH SCALE PRECISION NETWORK II E SEC.23, T1 7N, R1 E, W.M. 4 (i ROAD F - 5TA 142 +56.03 ROAD H - 5TA 184 +70.57 50 LF, 1 2" 5D @5= 0.0050 FT/FT 236 237 \238 239 -24 w \ w \ O \ EXISTING - -- -- DIVISIONS 3 & 4 5AWCUT AND RESTORE PER CITY �N kD 0� - _� OF YELM DETAIL 7 -3 ON DWG R -8 5T STEP 1 82 J J 25'59 � 241 / � Ct ROAD F - 5TA 144 +76.53 EX50 j 230 231 232 23 1 I I I l 13 12 62 B I w STEP STEP - - I (i ROAD A - 5TA 20 +55.73 3 I (j ROAD F -5TA 140 +00.00 R -II - - - - - -- - - - - -- 71 69 268 3 \) 3 i 13 I e L 382 II I 'AI �III 28' +28'={ 29 LF, 12" 5D j�z8'�28'' 56' R/W Q5= 0.0053 FT /FT 56' R/W- ROAD A ROAD H 5EE DWG R -4 CURB RAMP 5EE DWG R -7 TYPE 3 (fYP.) 50 LF, 12'5D Q5 =0.01 GG FT /FT ROAD F ROAD F HORZ.- 1 " =50' VERT. -1 " =5' DRAIN CATCH BASINS ITEM TYPE STATION ME NON WAY E EN mmommoom TYPE 2 N 15.07' RT MENOMONEE 4 �, 100TH AVE. 12 TYPE 1 N o 383.29 379.29(12")(E) o u TYPE I NOON t 383.45 ■■■■■■■■ 378.56(1 2 ")(5) 378.56(1 2 ")(N) ■ ■ ■ ■ ■ ■ ■ ■ ■■ ONES■■■■!■■■!■■■!■■■■■■■■■■■■■■ 378.15(12")(5) MMUNITY TYPE 2 140 +43.33 MAP 383.27 376.870 2 ")(NE) NT5. 5EC. 24, T17N, RI E, W.M. EX50 TYPE I 144 +76.53 1 0.00' RT 379.51 376. 17(12")(N) 376. 17(12")(E) ■■ ■S EX51 TYPE I 144 +82.33 18.00' LT 379.31 E■ O■■ TYPE 1 EE■ EN ■N■■■ ■M■■ 82 ■ ■ ■ ■ ■N■■SNN■■■■ 381.54 375.55(12")(m) 375.55(1 2 ")(N) 83 ■E 142 +76.31 ■N■ • ONES 375.1 5(I 2 ")(5) ■■■■■■■■■■ ■■ ■N■ ■N ■S ■EE■ ■NN ■ ■E■■■ ■NEE■■■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ENE■ ■■ ■N■ NEON • • ■ ■ ■ ■ ■ ■ ■ ■■ SEEN■■ E■■ ■ENEM ■MO ■■ ■O■■■ ■E■■■ ■ SOMME ■■ ■■■ • E ■EN ' • • ■ ■ ■ ■ ■ESF�ii ■S�'i.l'r ■! ■ ■E ■N ■ NONE NONE ■ ■■MEMP IS91ii iE�A■ ■ lmommommo E ■O ■IiMINNIF!hi1j�M-1 ENEE OMEN ■NE ■EE■ B"flRill'IC SMEMO ■ENNEN■■N ■ ■ ■E ■ MEN • - NEON ■■ NNE■■ SSyQ■ N■ E■■ ONE ■ ■O■ ■!■■■■!! 11: 1■■ IMIII■ N■■■■■■l :1lM ■ ■ ■ ■E!�! ■ ■ ■E S■■■ ■ ■ ■! SN■ ■ ■ ■ ■■! ■ ■ ■ ■ ■ ■ ■ ■NYNFILYIIIi�ri?iiPlfiiS ■ ■m S■■■ ■ ■■ 1 ■ ■nl S ■MI ■E ■J■di00 ■Ga G� ■ENGICa ■Mtf ■S ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■Ed ■Ea ■■■■■■ [!N ■ ■■ �aiN■ ■ill !■ AS\ ■ ■SO ■ ■ ■ ■ ■ ■ ■ ■1!yllhilFlM#I ■L9 ■ ■■ ■■ WI■ r& N. HEMEMlll ■■■ ■ ■■■■E]htl ■■N■ ■■ X11■ ■�■7E■■■ ■N■■ ■■N ■ale '•9�r1 ■F�■■■ -. ■OMIEME ■ ■Nl ICI■■ ■■■ ■ ■ ■EL I ■ ■E ■E ■]liEli■ M ■ ■ ■ ■ ■ ■N ■ ■ ■S�i ■■ ■ ■�It•l� ■ ■■ ■ kIFilEi �iE1+ �■■ EBI�■■■■■■ ■■eA ■ ■ ■■ ■ ■�r ■er�ea�!� ■ ■■■■ ■■ ■ ■■ ■ale■ ■e�lae� ■■ ■■ ■ 91 41Sil ■■■ tdE■■ ■S■■ ■Nthn ■ ■ ■S ■1171iL-7 ■L-7 i ■ ■ ■ ■ ■■O ■ ■ ■MU11 11 ■■3I'AMIA NOOSE NIN AM12Mi8■■■■ W■ ■ ■ON■S■■N ■■■■S■l31■G7mm !!a MEN CZl�ff ■ ■1 11■ ■ ■l�f�ll�ti3;7■ OMEN .se ■ SOMME ■ ■ ■ ■ ■ ■ ■ ■fi ■ ■ ■E ■ ■i11 ■fed ■ ■ FAME ■ ■ MEN ■ ■AI ■ ■ ■ ■AIRSE 91 11 0 SIMMONS MENOMONEE 0 No ■ ■ ■ ■ ■ ■l�t�! ■ ■l�tShcS■ ■ ■ ■!! ?�■■ SS■■ MMiy! !M ��...��!!�E�I ■ENElNQ3tlC[�EI; M Al ■■!■AISI��!°!? ■■ IN N NONE WE 10 an lMOSIROft ■ES ■S■G■ ■I on 11 iil ■iE ■■ mmommommmiiiim ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■■5MMI EM-g! I■■■ ■ ■ ■En::! \�N11 ■■�■1111MME■ :• :• ■E■ ■ON ■EMMI 11 I■ ■i Ems C- 3■■■NI�IW' i■1 ■Si I \ ■N ■ ■ ■ ■I I■ ■N ■�'6>, a ■■NINON■ OC■.■ po SOI OIC■= Ee■ DEii!= OO■ ia� :lEE== ..g1Iii= ■ ■E ■ ■N ■1E ■�IIE ■■■ ■ ■■E ■5Z�z1 irii--- MMMMMMMM- MESEE ■EI I■■OM.��. II■NSO■■ CE�!FplI■■■■ MENS ■ ■ ■■■ ■�.IILJM ■ ■ ■ ■! ■ ■ ■ ■ ■ ■■■■N■ ■MME - -- -: -- I ■ ■NE ■N�C ■L:�uiiiiEC ■ ■ ■ ■ ■ ■D1111MM 1'ERS ■ ■ ■ ■S■■■■ ■■ ■ ■ ■ ■ ■1 S NiZO!MI IMMMMMMMMMM�IMENEM MMOM ■ ■ ■ ■■N ■ ■ ■ ■�1EMEEN i ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■' 17 ■ ■Im ■I■■ ■Orwn ■lmI ENO OMEN ■ ■ ■ ■■lir v ■ ■■ ME. MENE■■■ ■ EN■ EN■■■ NIIN■ ■■■■■■■■■■■■■■■ ■■■■■Ol■ ■E■ ■ ■■■■ ■■L'EIE]IEiiZm■NGd��c[ C��Ti[Ttiu'�-■F20111 1M ES■ ■1mI ■►�N ■F�I�ti¢f�l�ilEU ■■N■ • ONSOON EN■■ENUMMAN■011111 �'iit3iSCi� �'IZ ® GliEFAM EN ■ morso13 ■■u■■■■ ■■■■■0 ■■ N■■■■ EE■■■■ SIIII■■■■■■■■■■■ E ■ ■ ■ ■ ■ ■ ■ ■ ■N ■� ©�13Z�►CI ■ ■1"IEN ■■ ■■■■■■!!! MEN ■ A■ S■■ A■■ EYF�EN■ O!! aO■■■ll E ■ ■! ■■■■EI ■■ ■E4�i'iiti;r111dE■■■ ■ ■ ■■ ■ELI ■ E■ 0 ■■ RG f ■ ■ ■F]L1 ■ ■Efiltsl ■S ■E�l' ■ ■ ■Ei ■■ ■ESC ■ ■NE�tN ■ ■Rti ■HESN■ moHmmom - �� ■��d0■o�e0 Nd®mm� - ROAD F HORZ.- 1 " =50' VERT. -1 " =5' STORM DRAIN CATCH BASINS ITEM TYPE STATION OFF5ET RIM WAY I.E. OUT I I I TYPE 2 N 15.07' RT 384.19 4 �, 100TH AVE. 12 TYPE 1 20+91.25 1 o 383.29 379.29(12")(E) o u TYPE I 20+91.25 t 383.45 "MA99TH 378.56(1 2 ")(5) 378.56(1 2 ")(N) 62 AHOMA TERRA 140 +56.30 18.00' LT TI - FAMILY ER PLANNED 378. 18(1 2 ")(NW) 378.15(12")(5) MMUNITY TYPE 2 140 +43.33 MAP 383.27 376.870 2 ")(NE) NT5. 5EC. 24, T17N, RI E, W.M. STORM DRAIN CATCH BASINS ITEM TYPE STATION OFF5ET RIM I.E. IN I.E. OUT I I I TYPE 2 20 +06.80 15.07' RT 384.19 376.6 I (I 2 ")(NE) 376.61 12")(5) 12 TYPE 1 20+91.25 1 18.00' LT 383.29 379.29(12")(E) 13 TYPE I 20+91.25 1 0.00' RT 383.45 378.96(1 2 ")(W) 378.56(1 2 ")(5) 378.56(1 2 ")(N) 62 TYPE 1 140 +56.30 18.00' LT 383. 16 378. 18(1 2 ")(NW) 378.15(12")(5) 63 TYPE 2 140 +43.33 10.00' RT 383.27 376.870 2 ")(NE) 376.87(1 2 ")(SW) EX50 TYPE I 144 +76.53 1 0.00' RT 379.51 376. 17(12")(N) 376. 17(12")(E) 376. 17(1 2 ")(W) EX51 TYPE I 144 +82.33 18.00' LT 379.31 376.3 I (12")(5) 81 TYPE 1 143 +55.00 18.00' LT 381.43 375.680 2 ")(5) 82 TYPE 1 143 +55.00 10.00' RT 381.54 375.55(12")(m) 375.55(1 2 ")(N) 83 TYPE 2 142 +76.31 14.43' RT 383.05 375.15(12")(E) 375.1 5(I 2 ")(5) NOTES: 1. REFERENCE DRAWING R -9 FOR ROADWAY SECTIONS AND PAVING DETAILS. 2. REFERENCE DRAWINGS R- I I THRU R -1 2 FOR INTERSECTION AND TRAFFIC CALMING DETAILS. 3. REFERENCE DRAWINGS W- I THRU W -5, 5-1 THRU 5 -5, U- I S U -2 FOR WATER AND S.T.E.P. INFORMATION. 4. ROOF DRAINS WILL BE CONNECTED TO FOOTING DRAINS AROUND LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN. REFERENCE DRAWINGS RD- I THRU RD -3 FOR ROOF DRAIN INFORMATION. 5. ALL STORM DRAIN PIPING SHALL BE ADS N -1 2 UNLESS SPECIFICALLY IDENTIFIED WITHIN THIS PLAN SET. PIPE LENGTHS INDICATED ARE TO CENTER OF CATCH BASINS AND ROUNDED TO THE NEAREST FOOT. G. REFERENCE DRAWING G -5 FOR ROADWAY HORIZONTAL GEOMETRY. 7. TO PROTECT DRAINAGE RETENTION FACILITIES FROM SEDIMENTATION, THEY SHALL NOT BE CONNECTED TO THE STORM CONVEYANCE SYSTEM UNTIL SITE WORK, ROADS, UTILITIES, PERMANENT EROSION CONTROL MEASURES, AND LANDSCAPING ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE FACILITY. 8. ALL CATCH BA51N GRATE ELEVATIONS ARE SET TO PROPOSED CURB FLOW LINE ELEVATIONS. N HORIZONTAL CONTROL: WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN 0 50 100 NGVD 29 t THUR5TON COUNTY HIGH PER THURSTON PRECISION NETWOR K SCALE COUNTY HIGH PREC1510N NETWORK II to CE ROAD M - 5TA 180+00 00 (j ROAD E - STA 122 22 +56.03 50.03 R- I CURB RAMP TYPE 3 C1YP.) 1 ROAD E 5EE DWG R -5 ROAD H SEC.23, T1 7N, R1 E, W.M. 26 LF, 1 2' 5D a05= 0.0069 FT/FT ROAD F 5EE DWG R -6 ROAD H HORZ.- 1 " =50' VERT. -1 " =5' ROAD D I ■■■■■■■■■■■■....■■------------------ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �, STATION OFF5ET RIM I.E. IN �? N,fN15T.5E ROAD G 1 22 +66.00 18.00' RT 376.49 371 .55(1 2 ")(NE) '5 ■ ■ ■ ■ ■ ■ ------------- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ T.�N�n..,.�- ■ ■IrJfillflEl 72 TYPE 1 f■■■■■■■■ - -�� 99TH WAY O ■■■■■■■■■■■■■■■■■■■■■■■■■ 180 +35.00 5X1T 376.40 372.25(12")(N) N O � I TYPE 1 DIV151 5314 5 3 376.37 ■ ■■■■ RDA ■■ ■ ■ ■ ■r�I�r�I,L�1 1 0.00' LT ■w ■ ■■■■■■ 376.98(1 2 ")(E) ■DTs? TYPE 2 82 +76.64 ■■ ■■ ■■ ■ ■■ 376.80(1 2 ")(W) 82 C I 143 +55.00 10.00' RT 381.54 TAHOMA BLVD. 375.55(12") 83 TYPE 2 142 +76.31 14.43' RT FUTURE TAHOMA TERRA 375.15(12")(E) 375.15(12")(5) FUTU MULTI - FAMILY DI ISION 7 t 8 MASTER PLANNED COMMUNITY ■■■■■■■■■■■■■■■■■■■■■■■ KEY MAP 7T.5. 5EC.24. 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MENOMINEE F� I " C !M■■ ■I Is rS■Fi�aGE� -- ■.= ��- -- - - -- ...SEES■■ ■1 LEO ■N■■■ ■ ■■ ■ ■M■■■■ ■■�. °- !�! /!.�.1= ,._ ..�, - - - ■ .111.■■ ■ ■ ■ ■■■ii ■ ■ ■ ■ i�meM ■' ' 7 4 ■7 ■■ ®1.3>QSiil- ■ ■ ■■M■■ '9 ■ ■ ■■■ ■N ■mss■ ■ ■�J ■ ■ ■ ■■ ■ ■ ■ ■■ SEES■■■ °�� .o..�-.�� ■ ■ ■ ■ ■ ■ ■OMM ■ ■ ®t■REN • O ■M■■■■ oM ENEEMINILiP Err: �1 i� ��■ ■ ■ ■ ■ ff MMMMMMMMMlMM • ■■MM■ ■M■IioTm m ■ ■m®ee■ ■■MEMO MEN EES ■ ■■Me■ 3 ®Ms»M■ ■■M ■ ■■ ■M ■■■ ■■ SEES■■■ t■■ E■ m■ r■[' 9► 1Zi�IQZ' IMM■■ M■ NMMMNMM■ MM■ N�3F�i�iQ��TriF�SMM ■ ■ ■MMM ■M ■E ■N ■ ■L•IiGu�i IL•iii'6L'7 ■MMMM ■NMM ■MMM ■MM ■ ■ ■■ ■MME ■ ■ ■M ■ ■MM ■NMMMMN ■ ■ ■ ■ ■ ■S ■ ■■■r ■■ ■ '1 ■ICI ■I�e \ ■ ®� ■N ■ ■ala9■■■ ■MN ■ ■ ■ ■ ■■■■ SEES ■■M■ ■■ ■ ■■M■ ■ ■M ■ ■ ■■N■ ■■E■■ ■N - - SEES ■■�o ■u■e� ■gym ■■■■M ■ ■■■E■■■■■ moss■■■■ ■N■■■■■ ■■■M■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■N ■■■■■■■■■ ■ ■ ■ ■■ NIL■ c: �ilr' a■®¢ ui11��iY�NN■■■■■■■■■■■■ s■ M■■■■■■■■■■ M■■■ M ■ ■■ ■ ■■ ■ ■ ■■■ ■ ■■ ■ ■■M■ ■ ■ ■ ■■ ■■■N ■■ l■ ■ ■■■■■■ ■■■ ■E ■� ■ ■ ■■■■ ■■■ ■ ■■■■M ■ ■■ SEES ■ ■■N ■ ■ ■■■ ■MEM ■ ■■■ ■ ■■■■■■■M■ ■■■■■■■■■■■■ N■■ M■■■ N■■■■■■■■ rd�r ■d�a ■N■ ■ ■ ■■ ■■■■N■MN ■ ■ ■M■ ■ ■■■■■ -• MMMMMMMMMM MENOMMEN 0 mommommoommommm SEES ■N ■ ■ ■ ■ ■ ■ ■■ ■■■ ■N■■ ■ ■■ ■ ■■■ 1111 ■ ■■ ■ ■ ■■ ■ ■■■ ■ ■■■ ■ ■ ■■■ ■■ ■■■ ■ONES■■■ ■ ■ ■■■■■■ ■A■M MM- ■ ■Mme■ ■■■A■■■Ilb ■■■Me■■ ■■IaM■ ■■e ■■Mme■ ■Mme ■■■■ ■ ■ ■■ ■■ ■ ■ ■ ■■■Flti■■ ■ Ird■■ ■f 1CIM ■■O1 ■M ■f IGl ■■■ FIG!■ M■t rtt= l■■ ■h�L"•fM■ ■13th ■ ■■WC1 ■ ■■■ ■ ■■■ ON 19111111111 eiii deiiideiiideiiideiiid ®MMMMNMMM ossommiio®iistaw ROAD H HORZ.- 1 " =50' VERT. -1 " =5' ROAD D I ITEM �, STATION OFF5ET RIM I.E. IN �? N,fN15T.5E ROAD G 1 22 +66.00 18.00' RT 376.49 371 .55(1 2 ")(NE) '5 368. 17(1 2")(E) 361 7(I 2")(W) 64 TYPE 1 99TH AVE. ROAD F 376. 13 371 .91(1 2 ")(NW) � 72 TYPE 1 180 +35.00 10.00' LT � 99TH WAY O I 180 +35.00 5X1T 376.40 372.25(12")(N) N O � I TYPE 1 DIV151 5314 5 3 376.37 N I OOTH AVE. RDA E TYPE I 182 +76.64 1 0.00' LT 380.98 376.98(1 2 ")(E) 76 TYPE 2 82 +76.64 G 380.82 374.25(12")(N) 374.25(12')(5) 376.80(1 2 ")(W) 82 C I 143 +55.00 10.00' RT 381.54 TAHOMA BLVD. 375.55(12") 83 TYPE 2 142 +76.31 14.43' RT FUTURE TAHOMA TERRA 375.15(12")(E) 375.15(12")(5) FUTU MULTI - FAMILY DI ISION 7 t 8 MASTER PLANNED COMMUNITY KEY MAP 7T.5. 5EC.24. T17N, RI E, W.M. STORM DRAIN CATCH BASINS ITEM TYPE STATION OFF5ET RIM I.E. IN I.E. OUT 59 TYPE 2 1 22 +66.00 18.00' RT 376.49 371 .55(1 2 ")(NE) '5 368. 17(1 2")(E) 361 7(I 2")(W) 64 TYPE 1 122+91.55 10.00' LT 376. 13 371 .91(1 2 ")(NW) 371 .91(1 2 ")(SW) 72 TYPE 1 180 +35.00 10.00' LT 376.40 372.96(1 2 ")(E) 73 TYPE 1 180 +35.00 1 0.00' RT 376.40 372.25(12")(N) 372.25(12")(5) 372 87(1 2 ")(N� 74 TYPE 1 180 +48.48 j 15.07' RT 376.37 372.43(12")(N) 372.43(12")(5) 75 TYPE I 182 +76.64 1 0.00' LT 380.98 376.98(1 2 ")(E) 76 TYPE 2 82 +76.64 1 8.00' RT 380.82 374.25(12")(N) 374.25(12')(5) 376.80(1 2 ")(W) 82 TYPE 1 143 +55.00 10.00' RT 381.54 375.55(12")(N) 375.55(12") 83 TYPE 2 142 +76.31 14.43' RT 383.05 375.15(12")(E) 375.15(12")(5) NOTES: I . REFERENCE DRAWING R -9 FOR ROADWAY SECTIONS AND PAVING DETAILS. 2. REFERENCE DRAWINGS R- I I TNRU R -12 FOR INTERSECTION AND TRAFFIC CALMING DETAILS. 3. REFERENCE DRAWINGS W- I TNRU W -5, 5 -1 TNRU 5 -5, U- I t U -2 FOR WATER AND 5.T.E.P. INFORMATION. 4. ROOF DRAINS WILL BE CONNECTED TO FOOTING DRAINS AROUND LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN. REFERENCE DRAWINGS RD- I THRU RD -3 FOR ROOF DRAIN INFORMATION. 5. ALL STORM DRAIN PIPING SHALL BE ADS N -1 2 UNLE55 SPECIFICALLY IDENTIFIED WITHIN THIS PLAN SET. PIPE LENGTHS INDICATED ARE TO CENTER OF CATCH BASINS AND ROUNDED TO THE NEAREST FOOT. G. REFERENCE DRAWING G -5 FOR ROADWAY HORIZONTAL GEOMETRY. 7. TO PROTECT DRAINAGE RETENTION FACILITIES FROM SEDIMENTATION, THEY SHALL NOT BE CONNECTED TO THE STORM CONVEYANCE SYSTEM UNTIL 51TE WORK, ROAD5, UTILITIES, PERMANENT EROSION CONTROL MEASURES, AND LANDSCAPING ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE FACILITY. 8. ALL CATCH BASIN GRATE ELEVATIONS ARE SET TO PPOP05ED CURB FLOW LINE ELEVATIONS. HORIZONTAL CONTROL: Z Lug WA5HINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 t D 50 100 THURSTON COUNTY HIGH PER THURSTON PREC15ION NETWORK SCALE COUNTY HIGH PPEC15ION NETWORK o SEC.23, T1 7N, R1 E, W.M. NOTES 1. EXPANSION JOINT MATERIAL TO BE 3 /8- NICK PREMOLUD JUNT FILLER FULL NICKNESS OF CONCRETE. 2. FORM AND SUBCRADE INSPECTION REWIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE SINS• WIDE BY 11 /4• DEEP. FOR SIDEWALKS OAR T N MEN, A LONdNDNAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION HINTS SHALL BE INSTALLED IN CURB AM GUTTER AND N SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSON JOINTS SNAL BE RACED IN SIDEWALK AT SAW LOCATIONS AS 11105E IN CURB AND GUTTER WHEN SIDEWALK S ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-11 5 112- B 1/2- PLAN VIEW . oj I'R 1 /2 -R A) cum RAMP W Y--v YN. uNDRx3 TD rurCH ClXie RAIP WIDTH -eEE COINIMCT PLANa / •' Y CU+e=%WtorH r . V NN NOTES t. Prwitle a aeoN Cult RNnp W rd, mNkW or -.1k d w WWW:. A +. p g b �/ KvDRO»�F mFTH� AYNAAroscAR a"I TOP STL ro wrw LAM RAMP Curb Rem IDCaton shell ba wRhln tlM wIdU1 of ON assocaebd C�BU I S' ON R T BARRIER CURB AND GUTTER i 1 Z- PLAN F-45. 10 LAi10Rtl ROLLED CURB AND GUTTER 1 OP/,pE NRF),K tAlNdlq i LAW - BEF CGMMCT HwNP -GRADE BAEAI( ORrIU'aI1R a as ehavrtl In Ule PIMW. 2. 1MIA'GRADE BREAK• W ®Bed ONE B" eldm MryN of We 9re EDGE AROUND GPADF BREAK BEE Cp1,,,,KT PLANS - wRB RAW AND GUTTER brwk baMeen tr M° aS1eDeM eUieoe pIW WA eIKII Is Push. 5 5 S EACH PANEL NONS CEMENT CONCRETE WE DOW -CTPU BR GGNGRETE 8IDEY LEIf 4'.P NNPROJDE I 2. FORA AND SUBGRADE INSPECTION REWIRED BEFORE POURING CONCRETE. >. Dp rlpt pbue Gmtrga Junction BrNm, Ames CP,Wrs, a a1hM appur! 3. EXPANSION JOINTS TO BE RACED ON 15 CENTERS. PUBLIC WORKS DIRECTOR DATE 4 -13 DES. OVA. CND. DATE N' 5 -C S-C S -C 3/15/94 fAWN I IruM of Ne CuHI Ramp w Dn arty ped of Sle Curt RArrp U BROOM FINISH CEMENT CONCRETE anEWALx -BEE M K To WE 1 WIDTH (T9.) R 1 i -O >ff � RAM- IeW . N IYL L��b d. See SbnESrtl PMn AL 4ih ® I6 P INn yr TYP.) WE YI JdIrt TYP.) WE rtAIdAD PIAM S -se.te U EMIT YRPEIYOM -IMmH TD WUFM X11__ (1YPJ 4. See ,IN ConVaC PL m br DIB mm design NHId P.JNNA. for Curb d Curt end GutlN, Dep'eeeed Cub antl Glider, antl Padaeafan CUED defBiM. rtARd sb'EMPA1161oN w IA IrsiR , N]e"aAW 1 BRAE �3S a 8- CmBx[ Pone kx Mdlh and pCanNnt Cdldelee sklwvak dNbI1A. EXPANSION JOINT E%PANSCN (NADE eREN( -ENT. qi To - OF COMAACPOU � . B. Th, M Ibn •CMlanl CbvB,e Curb Ramp Type -• does IIU Intlutle SCORE 4ARK JWNT 1WOW ' � tMW. � �� 1 ft e,I.FAM Cub, Curb and GuBM, DWm&W Curb erd GMMr, Pedrtrbn Curo, or SkIWWAk PLANTER STRIP ANDG UTTER -` NIOO�UTI�e UNCON � 7. TIN Curb RampmWTlumn OWN eM lamp DtNV (AS RED) NOTE• DEIECTARE WARHM BURFACE- DEE NOTE • D N I E OTF bTg" dpeinolnWln b eased 1STae1 b BNAd tlOaeklg tlM slope IrldelNfley M41en opnrleLUrp FACE OF CURB m rtAFM P AN-1s - -_- FAw OF CURB , - - -- DEIEGTANE VMR"Iq MNrALE- 6 arANAKD RANK" b w mW grades. When appMn9 BN 15-b mNJRlum WTV&I, ft nmr*V elope of eM Curb Ramp eW19a PN as McIbIB. 15 - f WEPAE .CLAM AND LATTER- - C DBNESINED CURB AM WITTIER B. Curb Ramp. Landbg, end FISme shell re bro KT, 1kdBh. SIMI CURB M GUTTER f YFASWIED PARALLEL TO wRB (TIP.) CROB,TMLX WE NOTE I cNoaeWNK BMndeM a,"cMotlom 614. L L LEGEND C7 _ - ILOPE IN E IER DI T.H NOTES 1. EXPANSION JOINT MATERIAL TO BE 3 /8- NICK PREMOLUD JUNT FILLER FULL NICKNESS OF CONCRETE. 2. FORM AND SUBCRADE INSPECTION REWIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE SINS• WIDE BY 11 /4• DEEP. FOR SIDEWALKS OAR T N MEN, A LONdNDNAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION HINTS SHALL BE INSTALLED IN CURB AM GUTTER AND N SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSON JOINTS SNAL BE RACED IN SIDEWALK AT SAW LOCATIONS AS 11105E IN CURB AND GUTTER WHEN SIDEWALK S ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-11 5 112- B 1/2- PLAN VIEW . 5 1/2- I'R 1 /2 -R 1 /2 -R LANDING n 1-R .. c I /2-R 4 .. A +. p a'� b EwsTND DMSN TpTLeK AM aAx- KvDRO»�F mFTH� AYNAAroscAR a"I TOP STL LIMING NNeu RAlr V € F M NT ON R T BARRIER CURB AND GUTTER i 1 Z- PLAN F-45. 10 FFM NT ON R RARRI R CURB ROLLED CURB AND GUTTER s SEE DETAIL TH15 SHEET 1/Y11 s..A e CEMENT CONCRETE ROLL CURB AND GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS NONS CEMENT CONCRETE O 1. EXPANSION JOINT MATERIAL 10 BE 3 /6- NICK PREYDED JOINT FILLER NU THICKNESS OF CONCRETE. CURBS 2. FORA AND SUBGRADE INSPECTION REWIRED BEFORE POURING CONCRETE. APPROVED DWG. NO, 3. EXPANSION JOINTS TO BE RACED ON 15 CENTERS. PUBLIC WORKS DIRECTOR DATE 4 -13 DES. OVA. CND. DATE ,LEG 5 -C S-C S -C 3/15/94 PLAN VIEW PLAN VIEW . TYPE PERPENDICULAR A TYPE PERPENDICULAR B (MOWN WIN BUFFER LANDING h�MxrAts GRADE BaEAM _ 6E£OOKIMCT RAM Ir WEE MDIEi 0 R SLOPE- 9lOPE TirATYENT- WE rtAADAJ DPAN r.TIW1s O1AOE ea.TIK 5 / / I / TOP OF ROAPV+r EwsTND DMSN TpTLeK AM aAx- KvDRO»�F mFTH� AYNAAroscAR a"I TOP STL LIMING NNeu RAlr V € OEPRE a9EO cute AM -111 - eEE rtAIMAIm RAxwan BEAP11011O _ILFRAN CRETE fi R01MMFY.10 E- ° �NDD. YRTTP .. DEPREBBEOCURSAHO.UTTER- sEE NOTE 4 e rD Ta Rc _ E NWOMTEB . � p y ATR!(•� IE�� Eger 1 CURB MDUB DETAIL ENTGWMCRETE CURB RAMP P +aBi ITIW� \r`` �yl;j�IIS W`PEN,wLMNPAYuMm - WEE NOTES ✓4JONAL Eta Ai�Ip Fs : @K _ PERPENDICULAR CURB RAMP STANDARD PLAN F- 40.75-02 i j,' MIEET, DF, N,EEr ' _ APRR04®FdR r11BIJCATION Psmw BW*o*hM ~3 IBOYETRC VIEW ISOMETRIC VIEW ^ TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR B PAY LIMB MATCH 51DEWALK WIDTH (TYP) - WO" MIN. SEE CONTRACT PLANS 3/8' EXPAN5 ON CUP13 RAMP SEE CITY OFYELM 2% MAX (TYP) X STANDARD PILAN FO-30. 10 PEDESTRIAN CURB (TYP) SEE NOTE 10 ° GRADE BREAK LANDING C3 7D a '2 SIDEWALK SEE NOTE G %TPAX 8� 3 %.t�1AX --- j - -_z_ 5'MIN 0. 151 MAX CURB RAMP ca4PACT m nX EwsTND DMSN TpTLeK AM aAx- KvDRO»�F mFTH� AYNAAroscAR a"I TOP STL 3/8' EXPAN51ON JOINT. DETECTABLE WARNING SURFACE. SEE CITY OF YELM SEE CITY OF YELM STANDARD STANDARD PLAN F -30. 10 PLAN F-45. 10 ROLLED CURB AND GUTTER SEE DETAIL TH15 SHEET NOTES I . THI5 PLAN 15 TO BE USED WHERE PEDESTRIAN CROSSING IN ONE DIRECTION 15 NOT PERMITTED. 2. CURB RAMP LOCATION 511ALL BE PLACED WITHIN THE WIDTH OF THE A550CIATED CROSSWALK, OR AS SHOWN IN THE CONTRACT PIAN5. 3. WHERE 'GRADE BREAK" 15 CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. 4. DO NOT PLACE GRATINGS, JUNCTION BOXES. ACCESS COVERS OR OTHER APPURTANENCE5 IN FRONT OF THE CURB RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING. 5. SEE THE CONTRACT DOCUMENTS FOR THE CURB DE51GN SPECIFIED. SEE CITY OF YELM STANDARD PLAN F -10. 12 FOR CURB, CURB AND GUTTER, DEPRE55E0 CURB AND GUTTER AND PEDESTRIAN CURB DETAILS. G. SEE CITY OF YELM STANDARD PLAN F -30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS. SEE CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK. 7. THE BID ITEM *CEMENT CONCRETE CURB RAMP TYPE _' DOES NOT INCLUDE THE ADJACENT CURB OR (CURB AND GUTTER), DEPRESSED CURB AND GUTTER. PEDESTRIAN CURB OR SIDEWALK, OR THE PEDESTRIAN CROSSING CLOSURE SIGN. 8. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15 FOOT MAXIMUM LENGTH, THE RUNNING SLOPE OF THE CURB RAMP 5HALL BE AS FLAT AS FEASIBLE. 9. CURB RAMPS AND LANDINGS SHALL RECEIVE BROOM FINISH. SEE CITY OF YELM STANDARD 5FECIFICATION5 8 -14. 10. PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE BACK Of THE CURB RAMP AND/OR LANDING WILL BE AT THE SAME ELEVATION AS THE CURB RAMP OR LANDING AND THERE WILL BE NO MATERIAL TO RETAIN. TAHOMA TERRA MASTER PLAN COMMIMTY YELM WASFNGTON SINGLE DIRECTION TYPE B RAMP NOTES: N.T.S. 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD. PER THE MUTCD, AT AN ANGLE OF AT TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTOMZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1.000 FEET WHEN ILLUMINATED BY THE LOW BUYS OF STANDARD AUTOMOBILE HEADUGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3. BARRICADE SECTION SHALL E %TEND TO UNITS OF THE PAVED SURFACE. 4. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTION BE a. TAHOMA TERRA MIISTER PLAN COMMUNITY YELM, WASNMTON PERMANENT BARRICADE RESTORATION SURFACE SEE RESTORATION TABLE ABDVE SEE RESTORATION IAM- B- FIKSH GRADE TIP. BACM� SEE RESTORATION TABLE �� ss SLOPE ASIDE PPOSae� EP U SEWER LINE U [RE BEDDING FOR 1 m FLEXIBLE PIPE GO 6� RpE on r .sec - cwsllm PJRFACE TOPE OUNNX csm - rnuNEO wwACE TOP couRSE CITY OF YELM DEPT. OF PUBLIC MARKS TYPICAL PIPE TRENCH DWG No. �G WORKS PUS1C M011KS DIRECi1M DATE JY JEO TP 4/2007 RESTORATION TABLE 1 YsNA2 nerxlESS erdmw LTANMpR/ hTL ACTION ADLNR OTHER PEg110Q71R GuMEO WILLED MrWAR xMCr sAMILL FRKS ImADE tFUIJ a wreACE r TItn ca,MS wN.ACT m GUST WNODN a coxESrAxr MN DssDNc A "N MIAOE B AC. M9N ROADWAY TO Ac. PAVEMENT ,P MNC RILTW r dWN[ xMCT BAWL ro ALL EXKTN OAR aAVn sUIFAQ - NLRSE waPAGr m esK WM RaAUSSIAiAMOiLwa cu1E surA¢ w wsTNC sIECT eAdWlu WATCH (devnAY/1M[MAA)�I wNCIrTD 1NGNFPf ca4PACT m nX EwsTND DMSN TpTLeK AM aAx- KvDRO»�F mFTH� AYNAAroscAR a"I TOP STL sW�WTi �iA.RH sRTH [asTNG WADE wrrlDSm wrATE ; N/A cw AcT m esW Moues aAarAL � i aw�N L NOTE THE ASPHALT CONCRETE PAVEMENT, SHALL BE COMPACTED TO A MINIMUM OF 92% OF THE MAXIMUM DENSITY. THE CRUSHED SURFACING TOP COURSE AND BALLAST SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY. LEGEND OI 2" ASPHALT CONCRETE PAVEMENT (D 2" CRUSHED SURFACING TOP COURSE O8" BALLAST O4 4" CONCRETE SIDEWALK PER CITY OF N--- O_ YELM DETAIL 4 -1 1 ON DWG R -8. PRIOR U TO CONSTRUCTION, CONTRACTOR SHALL SIDEWALK - VERIFY DRIVEWAY LOCATION. O2' ROLLED CURB AND GUTTER PER CITY OF YELM DETAIL 4 -13 ON DWG R -8 NOTE THE ASPHALT CONCRETE PAVEMENT, SHALL BE COMPACTED TO A MINIMUM OF 92% OF THE MAXIMUM DENSITY. THE CRUSHED SURFACING TOP COURSE AND BALLAST SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY. BARRIER CURB ROLLED CURB AND GUTTER AND GUTTER OUTLINE SUPERIMPOSED SECTIONS ISOMETRIC VIEW �11FR8 2411 TAFIOMA TEW MASTER PLAN COMK UMIY YEiM, WASHWTON CURB TRANSITION DETAIL VARIES - 0 P y SEC.23, T1 7N, R1 E, W. M. R/W q 5G.0' 1 O.O' - 28.0 8.a 4.a 5.a BULB -OUT PARKING UTWTY EASEMENT I SIDEWALK PLANTER STRIP TRAFFIC LANE TRAFFIC LANE ALTERNATING SIDES OF SIDEWALK I UTILITY EASEMENT ROAD 5EE DWG5 R- I 1 4 R -12 10% MAY �� 2% +( 7-"' 5 2 3 �\ �{ I 1 �w 10% MAX li 5G.0 28.0' 28.0' 3.0' 13.01 STRIP TRAFFIC LANE TRAFFIC LANE 5 2 3 5 I' I `2% 2% CATCH in m CATCH BA51N 5.d BASIN el WATER MAIN �5.a� NORTH AND EAST OF CF FYP.) STEP SEWER SOUTH AND WE5T OF CE (TYP.) ROAD CROSS SECTION 2 - NOT TO SCALE - ROAD A = STA. 14 +39.69 TO 15 +85.16 RAN VARIES z 0 � 1 4TCH h ASIN �5.0'� b tID FI N--- O_ I MEANDERING U UTIUTY EASEMENT SIDEWALK - SOUTH AND WE5T OF CP LTYPJ I ALTERNATING SIDES OF ROAD I �% UTIUTIES BARRIER CURB ROLLED CURB AND GUTTER AND GUTTER OUTLINE SUPERIMPOSED SECTIONS ISOMETRIC VIEW �11FR8 2411 TAFIOMA TEW MASTER PLAN COMK UMIY YEiM, WASHWTON CURB TRANSITION DETAIL VARIES - 0 P y SEC.23, T1 7N, R1 E, W. M. R/W q 5G.0' 1 O.O' - 28.0 8.a 4.a 5.a BULB -OUT PARKING UTWTY EASEMENT I SIDEWALK PLANTER STRIP TRAFFIC LANE TRAFFIC LANE ALTERNATING SIDES OF SIDEWALK I UTILITY EASEMENT ROAD 5EE DWG5 R- I 1 4 R -12 10% MAY �� 2% +( 7-"' 5 2 3 �\ �{ I 1 �w 10% MAX li 5G.0 28.0' 28.0' 3.0' 13.01 STRIP TRAFFIC LANE TRAFFIC LANE 5 2 3 5 I' I `2% 2% CATCH in m CATCH BA51N 5.d BASIN el WATER MAIN �5.a� NORTH AND EAST OF CF FYP.) STEP SEWER SOUTH AND WE5T OF CE (TYP.) ROAD CROSS SECTION 2 - NOT TO SCALE - ROAD A = STA. 14 +39.69 TO 15 +85.16 - NOT TO SCALE - ROAD A = STA. 16 +85.16 TO 21 +95.48 PAY 10.0 VARIES z z 1 0.0' 5.0' O I � MEANDERING ALTERNATING UTILITY EASEMENT U SIDES OF ROAD I \ i UTIUTIE5 VARIES Rw 'RW li VARIES 10.0' 5G.0' 10.0' VARIES F 28.0 28.0' z z z 0 5.0 5.a 7.d I.O' I I.a 8.a 5.0' .0' 0 d 1 U I U UTIUTY EASEMENT I PLANTER 5TRIP SIDEWALK PLANTER 5TRIP TRAFFIC LANE TRAFFIC LANE BULB -OUT PARKING 51DEWALK PLANTER I UTILITY EASEMENT 5EE DWG5 P-) 1 4 R- 12 5TRIP u X. 10% MAX I 2 2 2% 2% 2% 5 I' I 10% MAX UTILITIES UTIUTIES '14 N CATCH m CATCH 4 BASIN 5.0 I� BA-51N 4 WATER MAIN �5.d -+{ NORTH AND EAST OF (e (TYP.) STEP SEWER SOUTH AND WEST OF CE (TYP.) ROAD CROSS SECTION 3 - NOT TO SCALE - ROAD E = STA. 120 +00.00 TO 124 +77.57 ROAD F = STA. 140 +00.00 TO 144 +76.53 (MIRRORED) ROAD H = STA. 180 +00.00 TO 184 +70.57 1 4TCH h ASIN �5.0'� b tID WATER MAIN N--- O_ NORTH AND EA5T OF (i (TYP.) I !1 STEP SEWER SOUTH AND WE5T OF CP LTYPJ ROAD CROSS SECTION 1 - NOT TO SCALE - ROAD A = STA. 16 +85.16 TO 21 +95.48 PAY 10.0 VARIES z z 1 0.0' 5.0' O I � MEANDERING ALTERNATING UTILITY EASEMENT U SIDES OF ROAD I \ i UTIUTIE5 VARIES Rw 'RW li VARIES 10.0' 5G.0' 10.0' VARIES F 28.0 28.0' z z z 0 5.0 5.a 7.d I.O' I I.a 8.a 5.0' .0' 0 d 1 U I U UTIUTY EASEMENT I PLANTER 5TRIP SIDEWALK PLANTER 5TRIP TRAFFIC LANE TRAFFIC LANE BULB -OUT PARKING 51DEWALK PLANTER I UTILITY EASEMENT 5EE DWG5 P-) 1 4 R- 12 5TRIP u X. 10% MAX I 2 2 2% 2% 2% 5 I' I 10% MAX UTILITIES UTIUTIES '14 N CATCH m CATCH 4 BASIN 5.0 I� BA-51N 4 WATER MAIN �5.d -+{ NORTH AND EAST OF (e (TYP.) STEP SEWER SOUTH AND WEST OF CE (TYP.) ROAD CROSS SECTION 3 - NOT TO SCALE - ROAD E = STA. 120 +00.00 TO 124 +77.57 ROAD F = STA. 140 +00.00 TO 144 +76.53 (MIRRORED) ROAD H = STA. 180 +00.00 TO 184 +70.57 m C BEN TPV y NOTE 1 13. EkPANSrin �� ?. ubA J iNT s � TYPE I VARIES I SIDEWAIJ( z5• ;..... --ENT NNCEdTE ,f =• LT.rRR A fA1TYE:R 5 SSIDEWALK SECTION A -A 1/2- * ADJUST y4DTN E AS o RO -'J RE TO Py1DE ARC SCOFF o" +11 S� u' SEC?lON B B Rain+ �A3 RE0.4 SEL NOTE 1 B + TYPE II RECOMMENDED BASIC DRIVEWAY APPROACH ssl: NS Sr\j"PC il Y i].E1E & CONCRETE R 5 1 Nuu � e �p ONE -WAY 10: 15' 20' TWO -WAY To' 3a 40• CITY OF YE' -M DEPT. OF PJBLIC 'WORKS NOTES' CFtdFNT CCNCRFTE 1. MMERE APPROACH EXCEEDS LS• M3TN A FULL �\ DEPTH E%PANSOQ JOINT STALL BE PLACED APPROACH LONGT IUDNALY. CLNIURUU IN 11E APPROACH. 2. _ A" SL RCRADE NS CTIDN ARE RFDIIIRFD APPRCWE DETORE PPJRING CO+CRETL A 3. REFER TC SECTON 48.140. W,. DE4 OPNENT PUB-IC WORKS DIRECTOR DATE `E - MDELINES DES- I ON._- I CKO. - DATE 1E 5 -C 5 -C s -C 2/2/Y DUMP NO WASTE DRAINS TO STREAM E [ "Ell IFRELEIEEEE _j EE DUMP NO WASTE DRAINS TO STREAM NOTES: 1. CENTER STENCIL 3- FROM ROADSIDE EDGE OF CATCH BASIN. 2. STENCIL LETTERING MUST BE 2• IN HEIGHT AND INSTALLED AS SHOWN ABOVE. 3. STENCIL LETTERING MUST BE WHITE. TAHOMA TEMA MASTER PLAN COMMI YEM WAS14HOTON MESSAGE S Hole AID vAN® aRATE O 9M Mal .-T I-ED EODUNrtYI RECTANGULAR AOJUSTNON SECTION PRECAST BASE SECTION SEC.23, T1 7N, R1 E, W.M. PIPE ALLOWANCES wYY M P'e wteslAL 9faD[ 91AIYIYI 1r nw Au Mill PPE tr WM�. M r apuD wWU Inc 1! IeTP. Pau seS+a+a if nLLl X` tY IaIO.9PLC. aos.falm h W IMO( 1 n1W NOTES 1 As exepbde eltametivea In me refer tplovm In 012 PRECAST BASE SECTION. fibers (placed accordkg s me Standnd SpedflcaDOne). or wire mesh having a mnimum area 0 0.1 2 square Inches par loot Mlell be used w5n me minimum required reDar shown b me ALTERNATIVE PRECAST BASE SECTION. Wire mean shall not ba placed in th knockouts 2. The knockob diameter shell not be greater man 20'. NnodrolAS shall have a wall Ovckness of 2' minimum b 2.5' masimum. Provide a /.5' minimum gap banveen me krockaul wall no Me outside of Ma pipe. After the pipe is Installed, NI me Sep wnn Mint nortar in aomNarse With Standard Specmreibn 11 -Oa .3. T me me.imam aapm from me Ddehed grade to me Inweat pipe hued anon ba s'. 4 The hems arW grate may De irrstalled with the (large down, a integrally teal inb Me ad)uabrlent section wiM flange up. 5 The Pmreat Baea Section may have a rourMad soon, aM tlo walla may M Coped at a rate of 1:24 a steeper. 6. TM opening shall De measured et ma top of DIe Precast Bass SecUOn ]. All Pickup Mies shall Da 9muted full afln Me basin Has been placed. SEE NOTE R ALTERNATIVE PRECAST MN S[Cf10N Y GTpI M/pl DIASeIER YIN. WALL T,scIMEeE hiltY AU%IYUY g10CROlR sDi NOTES �S• 4' dyONAL SF IsiF S' 6Y CATCH BASIN TYPE 1 STANDARD PLAN B- 5.20-01 SHEET I SHEET anva vEd -FOR PI1BlIGTION Pesw Bekogcll III 06 -1611 4 w...- 6..4.-- .....W CATCH BASIN DIMENSIONS GTpI M/pl DIASeIER YIN. WALL T,scIMEeE ASK. BASE TNICgILBII AU%IYUY g10CROlR sDi NOTES �S• 4' 6• 9II' S' 6Y AS S' 12' P er 1. No el ere neWne, When haigM is W or see. s• AS• s• Tr a• 2. The botsm of me 1%enet mMT bees may G Wmed b+adii ene del l. ev +r 54• r lr 3. The r Ysngulsr Name ens rite -Y be neesao with OW flange W n down. +r 9e• s ,r aA• The hsme may ba teat into me adluehrrem sadion. +zv ,o• +r ae• ,r 4. Nnodmute shall Haw: a Walt mkda,eae of 2• TMUimum s 2.5• m smum. Peovkle ,r 17 ,DY 11 88' e 1.5• Mnimum gap between the krodrout Well snd the ousbe of me pipe Alb, SO' 45' 48• TV me pi s msblbd, NI OW gap with Om moan H arm . With Sbndod eo• 41r AR• Sp.aft n MY GTG+aMn ERAAE ATO VATf®MAiE OR 1LArela£ WGANDCOV9i DRAB rurwTn ° 99EtA AP b n BBep ADDER Z �4 6 REKORmNa 8TEF1 (iW.) � �•A.. -.� �N N QRAY8 Na0'A�iM PwEmNEeEDaNO O e to *�sieiiW` °0\ +�� }�6 J20NAL b+ SEPARATE BASE INTEGRAL BASE pIYGR PIUgIJT5RIf1IIBYl IM' ->zlMn CATCH BASIN TYPE 2 STANDARD PLAN 8- 10.20-01 YEaT t oE+sNaaT o+ Conugabd Pdyemysne Stain Sews, Pipe (SYTIOPU SIR( M.01. 94520) APMfN® FOR IAIi+DtTlox 8 (SYnd.rd s »eYUnon 9,05.12(7)) PAsm SSAoOeh 01 02-07.12 s (SYndnd SwIlIced- 5,05.1212)) T CATCH BASIN DIMENSIONS GTpI M/pl DIASeIER YIN. WALL T,scIMEeE ASK. BASE TNICgILBII AU%IYUY g10CROlR sDi �✓r DISTANCE BlIYY�I IGEDDNGITTB �S• 4' 6• 9II' S' 6Y AS S' 12' P er s s• AS• s• Tr a• r ev +r 54• r lr Tr +r 9e• s ,r aA• 1r +zv ,o• +r ae• ,r 1M' ,r 17 ,DY 11 PIPE ALLOWANCES G7CN PPE MATERIAL YA70111A1 SM�E DIAMETER -IN DMIETER CONCRETE ALL i�Al CP$SPC) SOLID WPVC® P1+DF7lE ►VC a w a4• air a5• ao• sD• 54• ar ar sr x aIr ]5' sT 9II• A2' Ir C' ' s2' 9S• A S' 6Y 57 6A' AS' AS' rrz SD' n SD• IM 45• 88' SP SO' 45' 48• TV lY• eo• 41r AR• GENERAL NOTES (STORM DRAIN CONSTRUCTION): I . ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE CITY OF YELM PUBLIC WORKS STANDARDS AND THE MOST RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT /APWA). 2. TEMPORARY EROSION/WATER POLLUTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE 5TORMWATER MANAGEMENT PLAN AND SECTION 1 -07.15 OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THE CITY OF YELM AND /OR OTHER GOVERNING AUTHORITIES OR AGENCIES. 4. A PRE- CONSTRUCTION MEETING WILL BE HELD WITH THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. 5. ALL STORM MAINS AND RETENTION/DETENTION AREAS WILL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. G. STORM DRAINPIPE WILL MEET THE FOLLOWING REQUIREMENTS: A. PLAIN CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF AA5HTO M 8G, CLASS 2. B. REINFORCED CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF AA5HTO M 170. C. PVC PIPE CONFORMING TO A5TM D 3034 SDR 35 OR A5TM F794 OR ASTM FG79 TYPE I WITH JOINTS AND GASKETS CONFORMING TO A5TM D 32 12 AND A5TM F 477. D. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C 15 1 , THICKNESS CLA55 AS SHOWN ON THE PLANS. E. HIGH - DENSITY POLYETHYLENE SMOOTH INTERIOR PIPE CONFORMING TO AA5HTO M252 TYPES OR AA5HTO M294 TYPE 5, WITH A GA5KETED BELL AND SPIGOT JOINTS. F. ALUMINIZED STEEL HELICAL OR SPIRAL RIB PIPE IN DIAMETERS OF THIRTY (30) INCHES OR GREATER, WITH A MANNING5 VALUE OF 0.020 OR LESS. 7. SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD TO THE PUBLIC WORK5 DEPARTMENT. TRAFFIC CONTROL PLANS MUST BE APPROVED PRIOR TO THE START OF CONSTRUCTION. 9. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 81 1 A MINIMUM OF TWO (2) BU51NE55 DAYS PRIOR TO ANY EXCAVATIONS. 10. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATIONS ", THE CONTRACTOR WILL EXPOSE CONNECTION POINTS AND VERIFY NECESSARY FITTINGS TWO (2) BUSINESS DAYS PRIOR TO INITIATING THE WORK. 1 1. FILL PLACEMENT WILL NOT BE ALLOWED IN ANY OPEN CHANNEL USED FOR STORM CONVEYANCE WITHOUT WRITTEN APPROVAL FROM THE PUBLIC WORKS DIRECTOR. FOR ADDITIONAL STORM DRAIN CONSTRUCTION NOTES, SEE SHEETS R -3 THRU R -7 Oi CURB RETURN O CURB RETURN STATION OFFSET ELEVATION BCR 120 +72.77 18.00' RT 380.05 BCR ECR 1 20 +65.70 1 5.07 PT 380.1 8 /4 Q CURVE TABLE -FACE OF CURB I /2Q 3/4 Q DELTA I RADIUS I LENGTH I TANGENT I ECR STATION 25 °5031" ELEVATION 16 +20.68 1 2.29' 381 .6G' 1 6+ 1 1 .03 ECR 381.40 6 +02.87 :7.45' 381.18 120 +25.87 O 380.86 1 20 +35.52 I 1 .00' LT 380.65 O CURB RETURN STATION OFFSET ELEVATION BCR 6 +25.41 10.00' RT 381 .71 ECR 16 +32.48 1 2.93' RT 381.72 45 °00'00" l0,00, 7.85' 4.14' CURVE TABLE - FACE OF CURB O CURB RETURN CURVE TABLE - FACE OF CURB DELTA RADIU5 LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 45 °0000" 10.00' 7.85' 4.14' STATION OFFSET ELEVATION 90 °5054" 25.00' 39.G4' 25.37' Og CURB RETURN BCR 120+ G3 56 1 2 93'R 380 24 BCR 1 /4Q CB8 58 1 /2A 3/46 ECR STATION OFFSET ELEVATION 15 +50.70 1 2.00' RT 380.92 15 +60. 18 13.87 RT 380.96 15 +67.73 1 8.70' RT 380.85 I S +G8.25 19. 19' RT 380.90 120 +27.00 I I .87' RT 380.77 120 +36.49 1 0.00' RT 390.64 25 °5031" 10.00' 1 4.51' 1 2.29' O CURB RETURN ECR I 120 +56.49 I 10.00' RT 1 380.38 OFF5ET ELEVATION O CURVE TABLE -FACE OF CURB I 1 .00' LT 5TATION OFFSET EPVATION BCR 10.00' LT I 35).G9 _ 120 +50 BCR 16+ 15. 1 5 1 2.00' LT 381 .56 ECR O DELTA IKADIU51LENGTtliTAN I Q O GENT ECR I G+ 19.51 1 1 .00' LT 381 .63 CBR 9 1 45 °00'00" 10.00' 7.85' 4.14' ECR CURVE TABLE - FACE OF CURB OCURB RETURN CURVE TABLE - FACE OF CURB DELTA I RADIUS I LENGTH TANGENT BCR 1 /4Q CB8 58 1 /2A 3/46 ECR STATION OFFSET ELEVATION 15 +50.70 1 2.00' RT 380.92 15 +60. 18 13.87 RT 380.96 15 +67.73 1 8.70' RT 380.85 I S +G8.25 19. 19' RT 380.90 120 +27.00 I I .87' RT 380.77 120 +36.49 1 0.00' RT 390.64 25 °5031" 10.00' 1 4.51' 1 2.29' 38).72__ O CURB RETURN �. SINGLE DIRECTION TYPE B RAMP 4 STATION OFF5ET ELEVATION O BCR 6+ 19.5 I 1 .00' LT 381 .63 O ECR 16 +23.87 CURVE TABLE - FACE OF CURB I DELTA 1 RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 25 °5031" 10.00' 4.51' 2.29' 89 °09'06" 25.00' 38.90' 24.63' 1 25 °5031" 10.00' 1 4.51' 1 2.29' 38).72__ O CURB RETURN �. SINGLE DIRECTION TYPE B RAMP 4 STATION OFF5ET ELEVATION O BCR 6+ 19.5 I 1 .00' LT 381 .63 O ECR 16 +23.87 10.00' LT I 35).G9 _ 120 +50 ' CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB I DELTA 1 RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 25 °5031" 10.00' 4.51' 2.29' 89 °09'06" 25.00' 38.90' 24.63' 1 OFFSET .., 1 27 16 +34.62 8 38).72__ 1 7 �. SINGLE DIRECTION TYPE B RAMP 4 15.07' RT 5TA: 120 +25.42, 13.18' LT .. O \ CURVE TABLE -FACE OF CURB 1/2p 3/4 Q 10.00' RT TABLE FACE OF CURB O +_� 4 4 TANGENT 4 14' I I 120 00 _ _ 120 +50 ' DELTA I RADIUS I LENGTH 1 TANGENT ROAD E O O O Q I Q O CURB RETURN Q •SINGLE e 88 O DIRECTION TYPE B RAMP 1 BCR TA: 1 20 +25.42, 1 3.72 RT STATION OFFSET ELEVATION 16 +34.62 1 5.07' RT 38).72__ 1 6 +41 .69 18,00- RT 381+7L__ 16 +34.62 15.07' RT 1 381.70 CURVE TABLE - FACE OF CURB DELTA RADIU5 LENGTH TANGENT 45 °00'00" 10.00' 7.85' 1 4.14' N 1 0 20 40 SCALE IN SEC.23, T1 7N, R1 E, W. M. 0 CURB RETURN ELEVATION 18 +60.07 1 5.07' RT STATION OFFSET I ELEVATION I 4 1 5.07' RT BCR 18+19,71 18.00' RT 383.47 1 8.00' RT 383.96 ECR 18 +26.78 5.07 RT 383.62 O 70 CURVE TABLE -FACE OF CURB 1/2p 3/4 Q 10.00' RT TABLE FACE OF CURB O LENGTH 7 85' TANGENT 4 14' CURVE - + DELTA I RADIUS I LENGTH 1 TANGENT 45 °00'00" 0.00' 7.85' 4.14' Q O CURB RETURN Q STATION OFFSET ELEVATION Q O BCR 18 +28.92 2.93' RT 383.68 O ECR 18 +35.99 10.00' LL CURVE TABLE - FACE OF CURB PERPENDICULAR TYPE B RAMP DELTA I RADIUS I LENGTH TANGENT 5TA: 18 +40.45, I I .00 LT 45 °00'00" 10.00' 7.85' 4.14' O CURB RETURN STATION OFFSET ELEVATION BCR 18 +50.86 10.00' RT 383.96 ECR 18 +57.93 2.93' RT 1 383.97 CURVE TABLE - FACE OF CURB ()ELT LENGTH TANGENT 5° 400'00" 10.00' 7.85' 4.14' N O4 CURB RETURN BCR CBRIO 0 20 40 ECR CURVE TABLE - FACE OF CURB SCALE DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' e STATION OFFSET ELEVATION 18 +60.07 1 5.07' RT 383.95 18 +60.07 1 5.07' RT 383.95 18 +67.14 1 8.00' RT 383.96 Oi CURB RETURN STATION OFFSET ELEVATION BCR 19 +86.91 10.00' LT 384.49 ECR 19 +93.98 1 2.93' LT 384.36 CURVE TABLE -FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' N 113 I 5CC StTCCI K -3 PERPENDICULAR TYPE B RAMP 5TA: 18 +40.45, I I .00' RT MAP NOTES: I .ALL STATIONS, ELEVATIONS AND OFFSETS AT CURB AND GUTTER IS AT CURB FACE FLOW LINE. 89 °09'06" 25.00' 1 38.90' 1 2. SEE St1EET R -8 FOR CURB RAMP DETAILS. O CURB RETURN ( CURB RETURN STATION OFFSET ELEV ATION 10.00' RT BCR 19 +96.1 2 15.07 LT 384.29 BCR ECR 20 +03.19 18.00'LT 384.17 I /4Q CURVE TABLE -FACE OF CURB 1/2p 3/4 Q 10.00' RT DELTA RADIUS O' LENGTH 7 85' TANGENT 4 14' ECR N 113 I 5CC StTCCI K -3 PERPENDICULAR TYPE B RAMP 5TA: 18 +40.45, I I .00' RT MAP NOTES: I .ALL STATIONS, ELEVATIONS AND OFFSETS AT CURB AND GUTTER IS AT CURB FACE FLOW LINE. 89 °09'06" 25.00' 1 38.90' 1 2. SEE St1EET R -8 FOR CURB RAMP DETAILS. O CURB RETURN ( CURB RETURN STATION STATION OFFSET ELEV ATION 10.00' RT BCR 19 +96.1 2 15.07 LT 384.29 BCR ECR 20 +03.19 18.00'LT 384.17 I /4Q CURVE TABLE -FACE OF CURB 1/2p 3/4 Q 10.00' RT DELTA RADIUS O' LENGTH 7 85' TANGENT 4 14' ECR STATION OFFSET ELEVATION 20 +2 I .24 10.00' RT 384.14 20 +30.73 I I .87' RT 383.98 20 +06.80 1 15.07 RT 3 383.69 140 +25.00 I I .8T RT 383.42 140 +34.49 10.00' RT 383.29 4s o000 lo.o CURVE TABLE -FACE OF CURB OCURB RETURN DELTA RADIUS LENGTH TANGENT \ - 51NGLE DIRECTION TYPE B RAMP 5TA: 140 +25.44, 13.13' LT CBR I - -� - -- BCR ECR ROAD f O `SINGLE DIRECTION TYPE B RAMP / STA: 140 +25.44, 12.85' RT 26(% STATION O OFFSET E ELEVATION 20 .8 +060 1 15.07 RT 3 384. 19 19 +99.73 1 18.00' RT 3 384.20 20 +06.80 1 15.07 RT 3 384. 19 24.63' O CURB RETURN CURVE TABLE -FACE OF CURB BcR CBkl3 DELTA RADIUS LENGTH TANGENT /,aQ 45 °00'00" 0.00' 7.85' 4. 4 /2 Q O CURB RETURN 3/4Q ECR r STATION OFFSET ELEVATION 20 +91 .25 10.00' RT 383.45 20 +91 .25 1 0.00' RT 383.45 20 +8) .60 I I .94' RT 383.49 - - 383.44 140 +25.87 I I .94' LT 383.35 140 +35.52 10.00' LT 383.28 srnT10N oFFSET ELEVA IoN BCR 384.21 CURVE TABLE -FACE OF CURB 20 +08.94 1 2.93' RT ECR 20+ 1 6.01 1 0.00' RT 384.20 DELTA RADIUS LENGTH TANGENT GURVE TABLE -FACE OF CURB 90 °50'54" 39.64' 25.37' DELTA RADIUS LENGTH TANGENT O CURB RETURN 45 °0000 10.00' 7.85' 4.14' O CURB RETURN BcR CB#62 STATION OFFSET ELEVATION ECR BCR 140 +40.01 1 0.00' LT 383.27 ECR 140 +47.08 1 2.93' LT 383.2 I CURVE TABLE -FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' STATION OFFSET ELEVATION 140 +49.23 15.07 LT 383.18 140 +56.30 1 8.00' LT 383. 16 140 +56.30 18.00' LT 383. 16 CURVE TABLE -FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' N 1 0 20 ao SCALE e ✓LL ✓1ILLI I \- , � -o 0 HORIZONTAL CONTROL: WASYiINGTON STATE PLANE, VERTICAL DATUM SOUTt1 ZONE PER TCYIPN NGVD 29 t TIIURSTON COUNTY HIGH PER TnURSTON COUNTY HIGH PRECISION NETWORK PRECISION NETWORK .60 I I .94' RT 383.49 - - 383.44 140 +25.87 I I .94' LT 383.35 140 +35.52 10.00' LT 383.28 srnT10N oFFSET ELEVA IoN BCR 384.21 CURVE TABLE -FACE OF CURB 20 +08.94 1 2.93' RT ECR 20+ 1 6.01 1 0.00' RT 384.20 DELTA RADIUS LENGTH TANGENT GURVE TABLE -FACE OF CURB 90 °50'54" 39.64' 25.37' DELTA RADIUS LENGTH TANGENT O CURB RETURN 45 °0000 10.00' 7.85' 4.14' O CURB RETURN BcR CB#62 STATION OFFSET ELEVATION ECR BCR 140 +40.01 1 0.00' LT 383.27 ECR 140 +47.08 1 2.93' LT 383.2 I CURVE TABLE -FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' STATION OFFSET ELEVATION 140 +49.23 15.07 LT 383.18 140 +56.30 1 8.00' LT 383. 16 140 +56.30 18.00' LT 383. 16 CURVE TABLE -FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' N 1 0 20 ao SCALE e ✓LL ✓1ILLI I \- , � -o 0 HORIZONTAL CONTROL: WASYiINGTON STATE PLANE, VERTICAL DATUM SOUTt1 ZONE PER TCYIPN NGVD 29 t TIIURSTON COUNTY HIGH PER TnURSTON COUNTY HIGH PRECISION NETWORK PRECISION NETWORK srnT10N oFFSET ELEVA IoN BCR 384.21 CURVE TABLE -FACE OF CURB 20 +08.94 1 2.93' RT ECR 20+ 1 6.01 1 0.00' RT 384.20 DELTA RADIUS LENGTH TANGENT GURVE TABLE -FACE OF CURB 90 °50'54" 39.64' 25.37' DELTA RADIUS LENGTH TANGENT O CURB RETURN 45 °0000 10.00' 7.85' 4.14' O CURB RETURN BcR CB#62 STATION OFFSET ELEVATION ECR BCR 140 +40.01 1 0.00' LT 383.27 ECR 140 +47.08 1 2.93' LT 383.2 I CURVE TABLE -FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' STATION OFFSET ELEVATION 140 +49.23 15.07 LT 383.18 140 +56.30 1 8.00' LT 383. 16 140 +56.30 18.00' LT 383. 16 CURVE TABLE -FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' N 1 0 20 ao SCALE e ✓LL ✓1ILLI I \- , � -o 0 HORIZONTAL CONTROL: WASYiINGTON STATE PLANE, VERTICAL DATUM SOUTt1 ZONE PER TCYIPN NGVD 29 t TIIURSTON COUNTY HIGH PER TnURSTON COUNTY HIGH PRECISION NETWORK PRECISION NETWORK STATION OFFSET ELEVATION 140 +49.23 15.07 LT 383.18 140 +56.30 1 8.00' LT 383. 16 140 +56.30 18.00' LT 383. 16 CURVE TABLE -FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' N 1 0 20 ao SCALE e ✓LL ✓1ILLI I \- , � -o 0 HORIZONTAL CONTROL: WASYiINGTON STATE PLANE, VERTICAL DATUM SOUTt1 ZONE PER TCYIPN NGVD 29 t TIIURSTON COUNTY HIGH PER TnURSTON COUNTY HIGH PRECISION NETWORK PRECISION NETWORK CURVE TABLE -FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' N 1 0 20 ao SCALE e ✓LL ✓1ILLI I \- , � -o 0 HORIZONTAL CONTROL: WASYiINGTON STATE PLANE, VERTICAL DATUM SOUTt1 ZONE PER TCYIPN NGVD 29 t TIIURSTON COUNTY HIGH PER TnURSTON COUNTY HIGH PRECISION NETWORK PRECISION NETWORK E O CURB RETURN OFFSET STATION OFFSET ELEVATION OCR 84+ 14.59 8.00' RT 382.50 ECR 184 +21 .66 1 5.07' RT 382.64 1 1 .94' RT CURVE TABLE - FACE OF CURB 142 +20.51 DELTA RADIUS 1 LENGTH TANGENT 377.53 45 °0000" 1 I 10.00' 1 7.85 1 4.14' O CURB RETURN BCR I /4Q 1/2 Q 3/46 ECR STATION OFFSET ELEVATION 184 +35.05 1 0.00' LT 382092 184 +44.70 I 1 .94' LT 383. 1 6 184 +52.86 170451 LT 383658 142 +30. 1 6 1 1 .94' RT 384600 142 +20.51 10,00, RT 384023 CURVE TABLE - FACE OF CURB DELTA I RADIUS LENGTH TANGENT 90 °5054" 1 25.00' 39.64' 2537' Oz CURB RETURN DCR[STATION I OFFSET ELEVATION 184+23.801 12.93 RT 382.71 ECR 1 84 +30.87 10.00' RT I 382.86 CURVE TABLE - FACE OF CURB DELTA I RADIUS I LENGTH I TANGENT 45 °00'00" 1 10.00' 1 1 4.14' O CURB RETURN BCR 1/46 1 /2Q CB #83 3/46 ECR -- -- �-- - - - - -J - -- ROAD F 51NGLE DIRECTION 142 +50 TYPE B RAMP - 5TA: 184.50.00, 16.32' LT 83 O+ O T QIO O2 qO Oi GURB RETURN BCR 1/4 Q 1/20 3/4,L ECR STATION OFFSET ELEVATION 180 +35.00 10.00' LT 376.40 180+34.40 10.00' LT 376.40 180 +25.00 1 1.87- LT 376.51 180+ 1 6.94 17i 191 LT 376.86 122+31.02 1 1 .8T LT 377.27 122+21.54 10.00' LT 377.53 STATION OFFSET ELEVATION 184 +36.09 10.00' RT 382.94 154+45.57 I I .87' RT 383.05 184 +53.63 1 7. 19' RT 383.08 142+7G.31 14.43' RT 383.05 142+51.03 1 .87' RT 383.03 142 +90.51 10.00' RT 382.88 CURVE TABLE - FACE OF CURB DELTA RADIUS I LENGTH TANGENT 89 °09'06" 25.00' 1 38.90' 1 24.63' 143 DIRECTION TYPE B RAMP 1 5TA: 184 +50.00, 15.89' RT i 0 20 40 SCALE I O SEE SHEET K -6, K -7 0 CURB RETURN STATION OFFSET ELEVATION OCR CB #73 1/4 A I /20 3/4 n, C5#64 ECR 180 +35.52 10.00' RT 376.40 180 +35.00 1 0.00' RT 376.40 180+ 2 5.87 1 1 .94' RT 376.38 )80+17.71 17.45' RT 376.36 122+81.90 1 I 494' LT 376.29 1 22 +91 .55 10.00' LT 376. 13 122+ 1 .55 10.00' LT 376. 13 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB I DELTA RADIUS LENGTH TANGENT DELTA RADIUS 1 LENGTH TANGENT 90 °50'54" 25.00' 39.64' 25.37' 89 °09'06" 25.00' 1 38.90' I 24.63' iO CURB RETURN SINGLE DIRECTION '^} + TYPE B RAMP OFFSET 5TA: 180 +20.35, .07' RT 15.89' LT 180 +39.27 10.00' RT 376.40 82 +36.49 I ECR 180 +46.34 2.93' RT I 376.39 rnl _\ C) )10 o� 1 22+ 0 ROAD E 6s O CURB RETURN ELEVATION OFFSET STATION OFFSET ELEVATION .07' RT OCR 180 +39.27 10.00' RT 376.40 82 +36.49 I ECR 180 +46.34 2.93' RT I 376.39 CURVE TABLE - FACE OF CURB SINGLE DIRECTION CURVE TABLE - FACE OF CURB TYPE B RAMP DELTA RADIUS LENGTH TANGENT 45 °00'00" 5TA: 180 +20.35, 1 6.32' RT 45 °0000" 4.14' OCR z0 CURB RETURN ♦ O CURB RETURN STATION OFFSET ELEVATION OF CURB BCR 182 +38.63 BCR 380. 6 45 °00'00" 10.00' 7.85' ECR 182+45.70 CB #74 380.36 ISO N ECR DELTA RADIUS LENGTH TANGENT CURVE TABLE - FACE OF CURB 123 DELTA RADIUS LENGTH TANGENT O - 45 °0000" 10.00' 7.85' OFFSET ELEVATION BCR 0 20 40 O 380.65 SCALE 82 +67.42 1 2.93' RT SFF SHFFT R -5. R -7 SEC.23, T1 7N, R1 E, W. M. �i U I � 3 .PERPENDICULAR TYPE E RAMP 5TA: 182 +05.30, O = 1 1.00 RT + Q �I Q O 2 al O I PERPENDICULAR TYPE B RAMP 5TA: 182 +05.30, 1 1.00 LT N 1 O 0 20 40 SCALE Oi CURB RETURN OFFSET ELEVATION OFFSET .07 RT 376.37 wFFSET .07' RT 37637 379.87 .00' RT 376. 40 SEC.23, T1 7N, R1 E, W. M. �i U I � 3 .PERPENDICULAR TYPE E RAMP 5TA: 182 +05.30, O = 1 1.00 RT + Q �I Q O 2 al O I PERPENDICULAR TYPE B RAMP 5TA: 182 +05.30, 1 1.00 LT N 1 O 0 20 40 SCALE Oi CURB RETURN OFFSET STATION OFFSET ELEVATION 380.74 BCR 182 +29.42 8.00' RT 379.87 18.00' RT ECR 82 +36.49 5.07 RT 380.07 CURVE TABLE - FACE CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH DELTA RADIUS LENGTH TANGENT O2 CURB RETURN 45 °00'00" 10.00' 7.85' 4.14' OCR z0 CURB RETURN ECR 124 +77.57 10.00' RT STATION OFFSET ELEVATION OF CURB BCR 182 +38.63 2.93' RT 380. 6 45 °00'00" 10.00' 7.85' ECR 182+45.70 1 0.00' RT 380.36 ISO CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT ROAD E 45 °00'00" 10.00' 7.85' 4.14' 2 O CURB RETURN - - -V V- 0 20 40 STATION OFFSET ELEVATION BCR 82 +60.35 10.00' RT 380.65 ECR 82 +67.42 1 2.93' RT 380.73 CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' O CURB RETURN OCR ECR CB #76 CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °0000" 10.00' 7.85' 4.14' STATION OFFSET ELEVATION 182 +69.57 1 5.07' RT 380.74 182 +76.64 1 8.00' RT 380.82 182 +76.64 18.00' RT 380.82 Oi CURB RETURN ELEVATION VERTICAL DATUM ' RT 372.90 CB #61 0' RT 372.90 BCR 7' RT 372.92 ECR PREC1510N NETWORK CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00' 10.00' 7.85' 4.14' O2 CURB RETURN STATION OFFSET ELEVATION OCR 24 +70.50 1 2.93' RT 372.95 ECR 124 +77.57 10.00' RT 372.97 CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT 45 °00'00" 10.00' 7.85' 4.14' ISO 124+50 ROAD E O 2 - - -V V- 0 20 40 67 e7 - - - - - -� SCALE SEE SHEET R -5 I ROAD D � i i i i ROAD G � ROAD L ROAD F a < 0 6 � 7 ROAD E iO i i i i i ROAD C KEY MAP NOTES: I .ALL STATIONS, ELEVATIONS AND OFFSETS AT CURB AND GUTTER IS AT CURB FACE FLOW LINE. 2. SEE SHEET R -8 FOR CURB RAMP DETAILS. HORIZONTAL CONTROL: ELEVATION VERTICAL DATUM ' RT 372.90 mSET 0' RT 372.90 PER THURSTON 7' RT 372.92 I ROAD D � i i i i ROAD G � ROAD L ROAD F a < 0 6 � 7 ROAD E iO i i i i i ROAD C KEY MAP NOTES: I .ALL STATIONS, ELEVATIONS AND OFFSETS AT CURB AND GUTTER IS AT CURB FACE FLOW LINE. 2. SEE SHEET R -8 FOR CURB RAMP DETAILS. HORIZONTAL CONTROL: WASHINGTON STATE PLANE, VERTICAL DATUM 50UTh ZONE PER TCHPN NGVD 29 4 THUR5TON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH PREC1510N NETWORK r✓ s Y x a ri C C X m 0 V r� G — I- 1 I I NEW SIGN TABLE 7 L SIGN # DESCRIPTION SIZE ROAD STATION OFFSET G RI -(STOP SIGN) 30 x 30" N 180 +33.00 14.0' LT 7 RI -(STOP SIGN) 36' x 30" E 120+37.45 1 3.2' LT 8 RI - (STOP SIGN) 30" x 30 H 184.32.21 14.4' RT 9 R I -(STOP SIGN) 30 x 36' F 140 +42.47 14.7' LT ROAD STRIPING: 0 CRO55 WALK LINE. 5EE DETAIL ON TH15 5HEET O2 5TOP UNE. 5EE DETAIL ON TH15 SHEET SEC.23, T17N, R1 E, W.M. PROPERTY LINE TYP. m D DIVISIONS 3 & 4 VICINITY MAP TAHOMA THiM MMMM PLAN COIIA M YEM WA91CITO1,11 PAVEMENT MARKINGS {� HORIZONTAL CONTROL: 7 L vo WASHINGTON STATE PLANE, I I SOUTH ZONE PER TCHPN 0 80 160 NGVD 29 t THURSTON COUNTY HIGH insinnniiiiia PER THURSTON PRECISION NETWORK SCALE COUNTY HIGH —\ — - - - -� -- - -1 -- I 1 �s 1 CITY Of YELM PROPOSED SITE IV.5 DIV. 4 .1 I DIV.1 DIV.2 I DIV. 3 1 DIV.7 DIV.8 _ VICINITY MAP TAHOMA THiM MMMM PLAN COIIA M YEM WA91CITO1,11 PAVEMENT MARKINGS {� HORIZONTAL CONTROL: 7 L vo WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN 0 80 160 NGVD 29 t THURSTON COUNTY HIGH insinnniiiiia PER THURSTON PRECISION NETWORK SCALE COUNTY HIGH PRECISION NETWORK �I 11 I SEC.23, T17N, R1 E, W.M. i-- _; 386 x/387 3$8 \ \ 389, 390 /391 / 392 393 494 395 396 397 s8 Y ' I / - J�� /viii //j ROAD D - - - - - - - -� - -- - - - - - -\ 32 - - - -- �\ 330 \ll 9� i '. `��)�lllll 384 i i , I I� ; 209 2fl8 207 206 \ 205 203 202 201 �00 l(111(II I I 1 1 III ' It I � � 0 / 111 I p 331 III J-328 ��;' -FUTU RE PHASE Z � lllilg II�I��II 383 II 1 (I o am/ I o 1 II L 1 332 (ll / X327 J 1 ry l IIIIIIIi I 1 .I V) / �� I�illllll 3821 i 1 E / i i 210 211 212 \ 213 214 215 21\0 217 218 I 181 lllllll I III . I ;` 1/1 326 333 / I �I - -- -- - -_ —_— \ — - -_ —_— - -�— - - -_ — -- -- — — —� -- / I yI 381 11 �l tl !r : I v /� r ROAD G 34 325 �l [ , I -11, / - I I I -- 380 ROAD L- -- - - - - -- ----,1 I 379 I I 1 I I 1 MATCH LINE - SEE DWG RD -2 ---- 7---- 77— —T - - - - -- - -� ---- J z Ill \o � � EXISTING DIVISIONS 3 & 4 — —\--i -1 ED VICINITY MAP N.T.5. LEGEND so STORM DRAIN LINE • ❑x 5TORM CATCH BA51N RD RD ROOF DRAIN UNE • ROOF DRAIN CLEANOUT ROOF DRAIN NOTES: I . ROOF DRAIN PIFE5 5HALL BE G' PVC OR HDPE @ 0.005 FT/FT MINIMUM 5LOFE. 2. G' ROOF DRAIN LATERALS 5HALL SERVE A MAXIMUM OF 6 LOT5 UNlE55 OTHERW15E 5HOWN. 3. ROOF DRAIN 5TUB -OUT5 FOR EACH LOT 5HALL BE 5ET WITH A MINIMUM OF 2.0' COVER BA5ED ON FINISHED PAD ELEVATION. 4. ROOF DRAIN PIPE CONNECTION TO CATCH BA51N5 5HALL MATCH PIPE CROWN ELEVATION5 (NOT 5. ALL BEND5 5HALL CON515T OF 22.5 OR 45 DEGREE FITTING5. G. CLEAN OUTS SHALL BE IN5TALLED AT EVERY DOWN5FOUT LEADER CONNECTION, EVERY 100 -FEET AND EVERY CUMULATIVE 135 DEGREE CHANGE IN DIRECTION, AND AT LOCATION5 5HOWN ON THE PLAN. 7. FOR ROOF DRAIN SERVICE CONNECTION DETAIL 5EE DWG RD -3. N 1 a 40 80 SCALE HORIZONTAL CONTROL: WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 4 PER THUR5TON THURSTON COUNTY HIGH COUNTY HIGH PREC1510N NETWORK PREC15ION NETWORK N a \l �1 1 ,ll ill 1111 IIII IIII IIII 1111 \ II l s SEC.23, T1 7N, R1 E, W.M. MATCH LINE - SEE DWG RD-) 1 377 i � �; I I 11 1 \376 i pQ I \ \ O 375\, 1 \ \ i i I I • 374\ FUG F�2E' PH \ \ \ I I 11 \ I \ ® I 1I1\ 1 \� \ 373 1 III I \ 37� I I I 4 IIII I �` If(I ` \ \k. I I I l \) \ 371 \I I II 1 111 I I I i 1 I \ \l \ l 1 I� IIII �70 \I � i I \ 340 PAD ELV: 383.50 i I; SCALE g I " I o I Q O '° °n - 1 8 rol 81 " I/ IUD + 9 I 8 � ys 3 I ) - O EXISTII c DIVISION.. / i 1 VERTICAL DATUM ./ \ x - -. -- / -- / 1 259 / ' 1 PAD ELV: 382.5SD I _ ---- - - - - -- / y PAD E26384.50 N a \l �1 1 ,ll ill 1111 IIII IIII IIII 1111 \ II l s SEC.23, T1 7N, R1 E, W.M. MATCH LINE - SEE DWG RD-) 1 377 i � �; I I 11 1 \376 i pQ I \ \ O 375\, 1 \ \ i i I I • 374\ FUG F�2E' PH \ \ \ I I 11 \ I \ ® I 1I1\ 1 \� \ 373 1 III I \ 37� I I I 4 IIII I �` If(I ` \ \k. I I I l \) \ 371 \I I II 1 111 I I I i 1 I \ \l \ l 1 I� IIII �70 \I � i I \ 340 PAD ELV: 383.50 i I; SCALE g I " I o I Q O '° °n - 1 8 rol 81 " I/ IUD + 9 I 8 - - g + I + g - O rol� ° I + or - I45 g1 N - �� _� 0 $ / I ) - O EXISTII c DIVISION.. / i 1 VERTICAL DATUM ./ __ •t . - -- - - -- 241 / PAD ELV: 3�f30 .. ...., - -. -- / -- / 1 259 / ' 1 PAD ELV: 382.5SD I _ ---- - - - - -- / y PAD E26384.50 - - -- -268 - -. I \1 PAD ELV: 384.50 :: ' i41 I 318 ELV: 383.50 I \ I '' I• I 1 PAD E270384.50 PAD/fLV: 383.50 I 1 �-PAD 258 TPAD ELV: 381 .50 / L42 PA� ELV: 380.50 I i 342 1 \ PAD ELV: 383.50 _ I PADf-LV!384.50 266 PAD ELV: 382.50 L53 I PAD ELV80.50 1 /Z43 I PAD ELV: Lu \43 Z SSE 2 J W (n 16 PAD ELF 383.50 1`? \ OPEN SPAC \ I 315 \�\ , PAD ELV: 383.50 1 ' TPARK I 0 265 PA D ELV: 382.50 1 T6 ,6 PAD ft25380.00 PAD ELLv:�378 56 OPEN SPACE OPEN SPACE OPENS ^CE 1 I \ Q 1 I 344 a I t I 1 _ PAD 27 383.50 _��_� i PAD E'LLV:fi4381 .50 1 1 I' 1 1 I 255 1 PAD ELV: 379.50 1 PAD V: 378.50 I / / 246 PAD ELV: 377.5 I PAD fXVV: 376.50 I 273 :I I %PAD ELV: 382.50 V 263 I I PAD ELV: 380.50 1 1 // 254 PAD ELV: 3�.�0 ' I 345 ! 1 I , I I 1 346 I \ 314 PAD ELV: 383.50 1 \ I \ 313 I PI ELV: 383.50 I '' I.f� { � 1 274 I PAD ELV: 382 50 -262- Z- PAD ELV: 380.50 1 I / 253 / PAD ELV: 377 PAD E2438 75.50 /I - - - I �- -244 PAD ELV: 375.50 I � I � �, I 275 PAD ELV: 81 .50 j I I I 261 PAD ELV: 379.50 I I I I ' ;� � � 1 I 252 PAD ELV: 376.E I \ \ 1 34Y I I/ I P EL3V 282.50 AD h ,. I / ! X276 PO�J ELV: 381.50 - - -- - - - - - -- I 6 PAD FjLV: 379.50/ -- T - - -- - n ,. PAD E'LZV5376_50 73 \- - - - - -- �- - // I - 2�0 /PAD ELV: 374_50 -- -- �' \, X348 I I kD ELV: 382.5 l , , 57 64 6D PROPOSED SITE IV.S 1 DIVA I DIV. I I I DIV.2 DI V.3 DIV.7 DIV.8� - -- VICINITY MAP N.T.S. LEGEND -SD -SD- 5TORM DRAIN LINE ❑ • 5TORM CATCH 13A51N RD RD ROOF DRAIN LINE O ROOF DRAIN CLEANOUT !G 3 &4 ROOF DRAIN NOTES: I . ROOF DRAIN PIPE5 SHALL BE G' PVC OR HDPE @ 0.005 FT/FT MINIMUM SLOPE. 2. 6' ROOF DRAIN LATERAL5 5HALL 5ERVE A MAXIMUM OF 6 LOT5 UNLE55 OTHERWI5E 51101 3. ROOF DRAIN STUB -OUTS FOR EACH LOT 5HALL BE 5ET WITH A MINIMUM OF 2.0 COVER BA5ED ON FINISHED PAD ELEVATION. 4, ROOF DRAIN PIPE CONNECTION TO CATCH BASIN$ 5HALL MATCH PIPE CROWN ELEVATION5 (NOT I.E.5). 5. ALL BEND5 SHALL CON515T OF 22.5 OR 45 DEGREE FITTINGS. { G. CLEAN OUT5 5HALL BE IN5TALLED AT EVERY DOWN5POUT {{{{ LEADER CONNECTION, EVERY 100 -FEET AND EVERY CUMULATIVE 135 DEGREE CHANGE IN DIRECTION, AND AT LOCATION5 1 SHOWN ON THE PLAN. I; 7. FOR ROOF DRAIN 5ERVICE CONNECTION DETAIL 5EE DWG RD -3. I 0 40 80 NI SCALE HORIZONTAL CONTROL: WA5HINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 PER THUR5TON THUR5TON COUNTY HIGH COUNTY HIGH PREC15ION NETWORK PREC1510N NETWORK SEC.23, T1 7N, R1 E, W.M. I MATCH LINE - SEE DWG RD -2 / / \ =' 1 366 /i 353 / 306 365 302 (� � I ✓354 �04 s303 \ ' ' -�- �-----��- - -1� -� / / 1 f -3,64 / ,� ,` 1 � \. �` - -, - - - - -- - - � _ i .� �i� i ,' � O l 1Al[�LL, ROOF/FOUNDATION DRAIN CONNECTION ( - \C - - _ -` - / • J (CAN REDUCE TO 4' DIA. PIPE AFTER WYE) 363 / ' s � �' / - / - - -�-- - - -- - �- -�-+. III � G'45* PVC ELBOW �I G' ROOF/FOUNDATION DRAIN PVC WYE y 62 \� _ 30— 3g8 asT� 3,5F1� —360- —359 WI E. COPPER' TAIL A G WIRE. EXTEND 2' TAIL ABOVE 6' WYE OR GROUND AT CLEANOUT. DOUBLE W S89° I O'45 "5 889.90'1 �� ' G' ROOF DRAIN CONVEYANCE PIPE. ( 1 MIN. SLOPE OF 0.005 FT/FT FUTURE TA H O MA BOULEVARD (TYPICAL IN PROTECTED AREA5. NON-PROTECTED AREA5 (LAWN, ETC) REQUIRE 5ERVICE BOXE5 (CAR-50N OR RICH)) PLAN VIEW - - �_ FINISH GRADE 1TI "ri 6' ROOF/FOUNDATION DRAIN LAID ON If "UNIFORM SLOPE, MIN. SLOPE OF 0.005 FT /FT �f UTURE DIV; � - ------ 1� - -�� PROFILE VIEW � ll� 3' 2' MIN. ROOF DRAIN NOTES: 1. ROOF DRAIN PIFE5 5HALL BE 6' PVC OR HDPE @ 0.005 FT/FT MINIMUM 5LOPE. 2. 6' ROOF DRAIN LATERAL5 5HALL SERVE A MAXIMUM OF 6 LOT5 UNLE55 OTHEPW15E 5HOWN. 3. ROOF DRAIN STUB -OUTS FOR EACH LOT 5HALL BE 5ET WITH A MINIMUM OF 2.0 COVER 5A5ED ON FINISHED PAD ELEVATION. 4. ROOF DRAIN PIPE CONNECTION TO CATCH BA51N5 5HALL MATCH PIPE CROWN ELEVATION5 (NOT I.E.5). 5. ALL BEND5 5HALL CON515T OF 22.5 OR 45 DEGREE FITTING5. 6. CLEAN OUT5 5HALL BE IN57ALLED AT EVERY DOWN51POUT LEADER CONNECTION, EVERY 100 -FEET AND EVERY CUMULATIVE 135 DEGREE CHANGE IN DIRECTION, AND AT LOCATION5 SHOWN ON THE PLAN. 7. FOR ROOF DRAIN 5ERVICE CONNECTION DETAIL 5EE TH15 5HEET. CLEANOUT 6'45' ELBOW 6' WYE OR DOUBLE WYE FOR LOT ROOF DRAIN/FOUNDATION DRAIN CONNECTION ROOF DRAIN SERVICE CONNECTION DETAIL NOT -TO -SCALE N 1 0 40 80 SCALE HORIZONTAL CONTROL: i WA5HINGTON 5TATE PLANE, DIV.7 11 DIV.8 SOUTH ZONE PER TCHPN NGVD 29 4 PER THUR5TON THUR5TON COUNTY HIGH COUNTY HIGH PREC1510N NETWORK MC1510N NETWORK — - — VICINITY MAP EXISTING N.r.s. DIVISIONS 3 & 4 z a 11 LEGEND SO SO 5TORM DRAIN LINE ■ 5TORM CATCH BA54N ❑ RD RD ROOF DRAIN LINE - • ROOF DRAIN CLEANOUT �CATCH BA51N CX17A 3' 2' MIN. ROOF DRAIN NOTES: 1. ROOF DRAIN PIFE5 5HALL BE 6' PVC OR HDPE @ 0.005 FT/FT MINIMUM 5LOPE. 2. 6' ROOF DRAIN LATERAL5 5HALL SERVE A MAXIMUM OF 6 LOT5 UNLE55 OTHEPW15E 5HOWN. 3. ROOF DRAIN STUB -OUTS FOR EACH LOT 5HALL BE 5ET WITH A MINIMUM OF 2.0 COVER 5A5ED ON FINISHED PAD ELEVATION. 4. ROOF DRAIN PIPE CONNECTION TO CATCH BA51N5 5HALL MATCH PIPE CROWN ELEVATION5 (NOT I.E.5). 5. ALL BEND5 5HALL CON515T OF 22.5 OR 45 DEGREE FITTING5. 6. CLEAN OUT5 5HALL BE IN57ALLED AT EVERY DOWN51POUT LEADER CONNECTION, EVERY 100 -FEET AND EVERY CUMULATIVE 135 DEGREE CHANGE IN DIRECTION, AND AT LOCATION5 SHOWN ON THE PLAN. 7. FOR ROOF DRAIN 5ERVICE CONNECTION DETAIL 5EE TH15 5HEET. CLEANOUT 6'45' ELBOW 6' WYE OR DOUBLE WYE FOR LOT ROOF DRAIN/FOUNDATION DRAIN CONNECTION ROOF DRAIN SERVICE CONNECTION DETAIL NOT -TO -SCALE N 1 0 40 80 SCALE HORIZONTAL CONTROL: WA5HINGTON 5TATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 4 PER THUR5TON THUR5TON COUNTY HIGH COUNTY HIGH PREC1510N NETWORK MC1510N NETWORK q �1 I I f;, I. I I: -- I r I I I q ROAD A - 5TA 11+83 'OD � ROAD D - 5TA 53 +25.83 I CO WELL RADIU5, `\ I � \ CITY OF YELM \ WELL AREA C ROAD A SEC.23, T1 7N, R1 E, W.M. 0 0 0 0 Iv � W N Z L � Q � Iu w n WATER FITTING TABLE ITEM TYPE STATION OFFSET MISC. 3g 10" CAP 14 +20.00 5.00' RT TEMP THRUST BLOCKING 10" GATE VALVE (FL x MJ) 4 FIRE HYDRANT A55M. # 1 15 +50.00 1 G.00' PT FLANGE ELV. = 381.47' 5 1 - 10" X 8" TEE (FL) 15+90.23 5.00' KT THRUST BLOCKING I - 10" GATE VALVE (FL x MJ) I - 8" GATE VALVE (FL X MJ) mN mm■■ STATION ■mm■ TYPE m■mm■■■■m■■■■ 271 18 +89.12 21 .00' RT SINGLE M■■■■■■■■■■■■ 18 +82.88 2 1 .00' RT SINGLE IRRIGATION METER W/ DCVA 272 -273 ■ ■ ■■ ■cif 274 -275 17+15.55 2 1 .00' RT m mm m.m mmm�� 2).001 RT SINGLE 308 -309 14+89.72 15.50- LT DOUBLE 310-311 15 +89.73 25.50' LT ��--- ■■■ - -� -�� ■Eon 1 6 +89.74 17.00' LT ■■■■■■■■■■■■■■■■■■■ 3)4-315 17 +89.75 17.00' LT DOUBLE 316 -317 18 +95.04 7.00' LT ■■ ■ ■■■■ ■ ■■ ■■ ■ ■ ■ ■■■ ■■■■F■+ ■ ■r']1 1■■ S■■■■■■ o ■ ■ ■ ■■■ ■ ■■■ ■ ■ ■ ■■■ ■■ ■■ ■■ ■■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■In;♦ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■s rimf:' 1C] N■■ ■■■ ■■m ■ ■ ■■ ■ ■■■■■ ■■■ ■ ■■■■ ■ ■■ ■■ ■■ ■■■■■■■■Era ■m ■I■ -. �l:■■ �I�■■■■■■■■■ c3ad rml■■ n■■■■■■■■■■■ ■■■■ ■ ■ ■■■ ■ ■■■ ■ ■■■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■6" • ■■■■■■■■■■■■■■■■■■■■■■■■■■■/l lC 3' IQII�ITri■■■■■ ■ ■ ■ ■ ■3:JF.�l1��F�■L• ■ ■ ■ ■ ■ ■ ■ ■ ■■ Ali■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■■■■■■■■■■■■■■■■ ■ ■ommu1Ti5'"l'mummo ■ ■■■■ ■G ■d1yC I NENt a■■ o■ NS■■ oal[ >a ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■EN7 ■ ■ECy ■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■ �II�I■ I* I�!!* 1■■■■■■■■■■■■■/ ■ ■I!lasbu��.■ 71A��GI■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■kii ■r■! ■t:1F.�1 ■ ■CaLA E"IIh.■ ■W ■ ■ ■ ■ ■ ■ ■ ■■ ELI ■" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■6•'i■ ■Cis ■■■■■■ h11111� ■1'!l'.'1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■L�Ih: ■ ■■ ■111: ■ ■ ■ ■ ■ ■ ■ ■ftdl!lr ° F110 ■■■■■■ ■ ■ ■l1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■C ■ ■_ ■■■■ QdQ >C�lrlZIQII ■!:f ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■/+] ILA'■■■■■ IN■■■■■■■■■■ 3i' �P�: �I�C�■■■■■■■■ �Ih' ��J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■ I■ ��+' li G■�i�� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■L�II� ■ ■ ■ ■■11 ■■■■■ r©® �C��I: I■` i11■■■■■■■■■■■■ 11■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�:�:��C. ■■ MllMMM■■■■■■■■■ 11■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��:i� ■ ■ ■ ■II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■h1'l ■ ■IC ■ ■i�:.1 ■ ■ ■ ■ ■ ■ ■S!//�°[7 ■■ �,Ik ■ ■ ■ ■l�Ih7 ■ ■ ■ ■ ■!�'��iCRI 111■■■■■■■■■■■■ 11■■ - ■ -- ■ ■ ■��:ii ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■II ■ ■ ■■ ■ ■ ■ ■ ■Fl /N ■ ■ ■F IFO ■mm ■ ■!I /l LPL" JNJ ■ ■I�If1 ■ ■ ■ ■I;Ift ■ ■ ■ /I ■ /1 ■ ■ ■ ■ ■ ■1 11111 ■ ■ ■ ■ ■ ■ ■ ■R!M•• -- :. :. ■■■■■■ IG■■ m■ oI/ m■■■■■ EIEIF■! 1■ m■ I■■■■■■ �J■■ I■■■■ I■ u■ �. u■■■, . ��in■■ �■ e��n.: n■■■■■■■■ �:::■■■■ ■ r■■■■■ ■ ■11 ■■ ■ ■■ ■n1■■ ■m■■■ ■ ■ ■■■ ■ ■ ■■■ ■■ ■ ■ ■■�■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■■�■■�1.� - -- ,�.._■ ■E ■ m1Ef�I1NlE■■■■ I�E�■ Elf y>•■■■ �'' I�■■■■■■ El Em■■■■■ FIuIF!° ELIL�ia■ J■■■■ C'Til I■ A■ ■ ■I'!.:-ZlII� �■■ ■ ■II ■ ■ ■ ■ ■11 ■■ 111■■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■ ■ ■I'1 ■ ■ ■ ■ ■� -- ■ ■■�- __�■� ■ ■= ■11-ii■ ■■ ■ ■ ■I/ ■Si■ ■!iii ■ ■ ■ ■ ■ ■rCL'll ■ ■ ■ ■ ■11■ ■III ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ /I ■� ■ ■ ■ ■6� ■rte _��_■r_i ■■ ■iii ■ ■ ■ ■I ■ ■ Ftl aivommim. FEtl!■l �I�■■■■ ■ ■ ■ ■EI GI/ / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■17f■ ■� /ii ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■II■ ■mil ■11■ ■III ■ ■ ■ ■ ■� -- ■i ■■��._ _ ---_ �■ .>!�!�!== �= _�i�C::�z = =s ■ ■IILI ■�■ ■II■■■■ Fi1Kl INI�i/■■■■ lll/■■■■■ STi■ 1/ ��% Illl ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■iu�rr... ��• �C:= �Giiiia ___•ai ■ ■ ■■I ■r_� ■C ■ ■iiii ■moos ■ ■ ■ ■ ■ ■II■■■■ ■1: ■■■■ N ■ ■ ■ ■ ■ ■ ■ ■ ■a■■■ E' 1�, 1L�t�iiElil/ ■ ■ ■ ■■11/ ■ ■ASi ■ ■ ■ii■ ■11111 ■■ ■m-m =.= ■ I\■■■ ■IJ ■ ■ ■m■i�si�aLY ■ ■s ■ ■ ■ ■ ■ ■m ■ ■m ■■ ■ ■ \ \m ■ ■I/s ■ ■ ■sll•Gf� ■ ■C�/�m ■ ■m■ 11111 ■ ■mm ■s ■ ■s ■ ■ ■ ■II ■ ■II ■ ■m ■ ■ ■ ■ ■1 pl�lll�o ■L - - =i: �...ili ■ ■m ■ ..::ill ■ ■mm/I ■ 1/ ■ ■ ■ ■ ■ ■ ■ ■s ■ ■ ■ MEN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■I /SSii ■I /S ■Ei ■ ■ ■ ■ ■■ ■III II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■mN ■■\ • ■ms ■ ■ ■_�!� ■m ■m ■1�� %111 ■ ■ ■ ■ ■S ■■ 11111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■EIN lMM■■■■■■ I' 1■\■■ SN■ E■ E■ IIII■ 11 ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ • =E 1/ ■ ■ ■_ ■m �i■ ■111 ■ ■ ■mms■ ■11111 ■m ■ ■ ■ ■s ■ ■ ■ ■ ■ ■II■■■■■■■■ 111 ■■`Ir -zm ®iGl� ■11 ■ ■s�' Sul' Q16aFL• ■ ■ ■m ■ ■s ■ ■m ■ ■ ■m ■ ■ ■ ■ ■ ■ ■ ■m■ _mss ■ ■N■■■■NNII ■ ■ ■s��. °.:_id■ ■ ■■ 111 ■ ■N ■ ■ ■ ■■ 11111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■II ■ ■ ■ ■ ■ ■■ ■111 ■ ■ ■�E�►IEL:LMm /I■ shill ►iSll�w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ r ■mNm ■■ ill ■ ■ ■ ■ ■ ■■ ■11111■ mom ■ ■s ■ ■ ■ MEN ■ ■ ■ ■■■ ■ s■■■■ 11■■■■ m■ mlll■■■■■■■■ Illllm■■■■■■ ■ ■ ■mN ■II ■N ■ ■mN�NIIISmm!m�. ■ ■� ■� Imm ■ ■ ■msmom ■ ■ ■ ■NN ■ ■ ■ ■ ■ OEM ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■m■■■■■■■ ■mm ■ ■ ■ ■ ■ ■ ■11 ■■■■■ sslll■■■■ ■ ■ ■ ■Illllm■■■■■■ ■■ ■ ■N ■ ■ ■m ■ ■11 ■ ■ ■ ■ ■ ■■ 111 ■ ■s ■ ■ ■ ■ ■Ilia!Escomm■ ■m■ ■ ■■ ■■ ss■ rrsiliiis■■ m■■■■■/ I■■ ■ ■ ■mm ■ ■ ■mmm ■ ■mm ■m ■m ■mmmmmm ■ ■ ■s ■ ■ ■11 ■■■■■■■ Ill�i�■ t ■ ■ ■IIIII� ■ ■��!��L.�II ■mo E■■■ ■ ■ ■ ■■ ■■ 111■■■■■■■■■■■■■■ ■ NONE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■m ■ ■mN ■ ■N ■ ■ ■ ■ ■Em ■ ■ ■ ■ ■ ■mN ■■■NESS■■■■■■■■■■ ■ l■ ■ ■ ■ ■ ■ ■ ■N■ ■ ■ ■EIIN ■Ell ■E■�mm111■m! camomo■ 1611■■■■■■■■ ■ ■o .. Intl■■ 1119m■■■■■■■■■■■■ o■■■■■■ N■ SNN■ S■■ NmN■■■■ E■■ E■ SNN■■■■■ ■■■■■ ■N■■■■ ■S ■ ■ ■ ■ ■ ■ ■m ■ ■NEENEE ■■ ■■ _• mom NONE NIIEN■_■■_■ olul■ m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■NSm ■ ■Nrd��c�[��'L'[ LAN■ EN■ NN■ N■■ mN■ NN ■NEENNNEE ■ ■ ■■E ■ ■NENNN ■ ■ ■ ■ ■ ■ ■ MMMMMMMMllmm ■ ■ ■ ■■ 111■■■■■■■■■■■ s■■ N■■■■■ IIG�. I�J11• i6N�J►' 171�iim ■ ■ ■ ■m■ ■ ■■m ■ENNN ■EN■■■■■■■■■sm■ ■ENE■■■■■■■■■■■ ■m ■ ■Sm1Il ■ ■ ■ ■ ■ ■ ■m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ mull■■■■■■ mN■■■■■■N■ E■■■■■■ ■ ■ ■ ■ ■■ ■■■■■ ■s■ ■N ■N■ ■ mom ■ ■ ■ ■ ■ ■ ■■ ■■■ S■■■■ 11 ■ Nmml a■■■■!!■ ■ ■ ■E!■■ ■Yd ■ ■ ■Ne ■ ■ ■■e■■ ■■e■■■■!. E IN Ill ■■■ ■RESENROMEN 1R 0 IN!a MEN ■MEN■■ ■� ■■■ ■■■■■ N■■■ N■ NAm■■■l �IGI■■■ Etlltl■■■ amNNme■ RCINNNBLI ■ ■SF�L= �m ■ ■l�Gl ■m ■ ®dN ■ ■! / I■■■® d■■■ I�GI■■■mum N■! d■■■ BGi ■ ■s(��i ■ ■mB�fN ■ ■I�dN ■N ®Gi ■ ■ mN■ ■■■■■■■ NNmm[, 9�JNm■ d8■ m■ 19fv. I; II®■■■ 7NNNGII+ �NNNI�I�mNN19WN■ rl®■■■ Cvl®■■ ■C1 ® ■ N�iF�N■ ■ ■tvIB ■ ■Nt;1 NG71�m■ ® ■ mdF�NNNC ■NCvi ®mmNt�] 71+■ ICJ■ Nm[7 mNGIf®■ N3NNNG91�■ m■ tv1®■ N■ N■ L91+ GIi® N■ E■■ m■ 1; G91+ �mNNgf�N ��3 ■ ■ ■�1 ® ■NNGr] ■NCit�NNNG9f�N ®NE ■Gi! ■mCiFF�N ® ■ ■ ■t>� ■N ® ■ ■N■ • •• • • •• • •• • •• • •• • •• • •• _ • •• • 18+00 : • •• 'p° ROAD A HORZ. -1" = 50' VERT. -1" = 5' WATER METER SCHEDULE LOT # STATION OFFSET TYPE NOTES 271 18 +89.12 21 .00' RT SINGLE PARK 18 +82.88 2 1 .00' RT SINGLE IRRIGATION METER W/ DCVA 272 -273 17+95.5G 21 .00' RT DOUBLE 274 -275 17+15.55 2 1 .00' RT DOUBLE 276 16 +62.86 2).001 RT SINGLE 308 -309 14+89.72 15.50- LT DOUBLE 310-311 15 +89.73 25.50' LT DOUBLE 31 2 -3 13 1 6 +89.74 17.00' LT DOUBLE 3)4-315 17 +89.75 17.00' LT DOUBLE 316 -317 18 +95.04 7.00' LT DOUBLE NOTES: I . REFERENCE DRAWINGS U- I t U -2 FOR WATER DETAILS AND THRUST BLOCKING REQUIREMENT5. 2. MAINTAIN 10' HORIZONTAL SPACING BETWEEN WATER AND 5.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER P05T5 WHENEVER VALVES OR BLOW -OFFS ARE LOCATED IN UNPAVED AREAS. 4. FIRE HYDRANT FACE TO BE 2.5' MIN. OFF FACE OF CURB LOCATED WITHIN THE PLANTER STRIP. 5. MAINTAIN G" MIN. CLEARANCE AT WATER AND STORM PIPE CROSSINGS, 18" MIN. CLEARANCE AT WATER AND S.T.E.P. PIPE CROSSINGS. IF SEPARATION REQUIREMENTS ARE NOT ACHIEVED. CONTRACTOR SHALL PROVIDE ENCASEMENT PER SECTION C 1 -9. 1 OF THE WASHINGTON DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL. G. WATERMAINS SHALL HAVE 42" MIN. COVER IN IMPROVED R.O.W. AND 48" MIN. COVER IN UNIMPROVED EASEMENTS. 7. AIR RELEASE ASSEMBLIES TO BE INSTALLED WITHIN THE PLANTER STRIP UNLESS OTHERWISE NOTED. HORIZONTAL CONTROL: Z WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 4 0 50 100 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK SCALE COUNTY HIGH PRECISION NETWORK o■ O O O O PHASE 1 4 co (D DN N O w- z� J L � v� Q � Lu SEC.23, T1 7N, R1 E, W. M. Cr ROAD A - 5TA 20 +55.73 (j ROAD A - 5TA 23+ 1 I .7G (j ROAD A - 5TA 25 +73.53 ROAD F - 5TA 140 +00.00 � ROAD G - 5TA I GC +00.00 ROAD D (i ROAD D - 5TA 9G +29.86 N IQ Lo N w pNj 00 (D I I I I I W I PROPERTY LINE I CIO FUTURE P ASE -- - - — - - J'I I �( — - —HD -- - - -- - - -- -- -- - - -- _ -- I (jROADA -5TA 27 +01.53 • 21+95.45 25 I 1T - - -_ _ — - -_ _ _ ..� L W CD 11 I: o cc L' i�, Lo I I I Z cN�D 1 N ';, IQ IN � 28' —L28' —{ a 5G' R/W = ROAD G ROAD D J ROAD F 5EE DWG W -4 ROAD A ROAD A HORZ.- 1 " =50' VERT. -1" =5' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ITEM # 6F ZSF STATION OFF5ET MISC. 6 I - 10" X 8" TEE (FL) NEST. SE 5.00' PT ROAD G I - 10" GATE VALVE (FL x MJ) 1 - 8" GATE VALVE (FL X MJ) 7A ROAD L 2 +95.48 5.00' RT TEMPORARY THRUST BLOCKING 9Th AVE. 25 ROAD F 1 20 +20.00 m FLANGE ELV. = 384.82' DOUBLE 19 +95.05 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEN ■ ■ ■■ ■■ ■■ ■■ ■ IJ '!ll1RIIILl1� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E 0-■■■■■■■■■■■■■■■■■■■■■■■■ TMOMA BLVD, FUTURE TAhWA TERRA FU1U ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ KEY MAP N.T.5. SEC.24, T 1 7N, R I E, W.M. ■■ d�10�■ 3i ■F�l:1■!'J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■CiFii� ■■■■■■■■■■ S■■■ 11■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■■ - ■■■ ■1'!i134� ■■■■■■■■■■■■■■■■■■■ CE+►■' UMME■■■■■■■■■■ MEN ■■■■■■■■■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■■■■ ■ ■ ■■ ■■■■===■■■■■■■■■■■■■■■■ NEON ■ y_M■■■■■■■■■■■■■■■■■■■■■■■ S■■■■■■ ■ ■■I111l1I■111 ■ ■�■ ■ ■■ ■ ■ ■■■ ■ ■■■■ ■■ ■AR ■ ■ ■A�:7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1 i\ 30m■■■■■■■■■■■■■■■■■■■■■■■ SOMEONE ■■■■ Il1S11111f■I@ffiN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■ ■ B!9 ■ ■ ■[5m■ ■ ■ ■ ■ ■ ■Mm■ ■E mom ■SEEMS ■■ ME■■ M■■■ ■ ■ ■ ■S ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■S ■ ■■ ■ ■ ■ ■■■ ■ NEE ■Su^�ammlMaO■■ Ralooll 0! ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■E■■■■ ■ ■ ■ -. ■■ ■■ ■ rif ■ WE9■■■ fdm ■ ■ ti WF9■■■■ ■ ■ ■ ■ ■ S■ ■E+3 M+ 91[!=■■■■■■■\[+► ■I.FM9 �� ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■ n■■■■■■■■■■■■■■■■ ■ ■■E ■�il'E`rLM1■ "= ■ ■ ■■ ■ ■■ ■Clf■ ■ ■■ -. ■■■ ■S■ 31■■■■■■■■ MOM- OI■ L• 3■■ S■■■■■■■ E■■■�! ■■■ ■EE �=== "rl■ ■ ■ ■ ■ ■E ■tIF1S ■ ■■ ■■ ■■ ■ells ■immumm ■■ ■ells1\6:_■■■■■■■■■■ ■m M ■M ■ ■OMHEMF ■ ■ ■ MINES ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■CI■ tai ■ ■ ■ ■ ■ ■E ■SE ■ ■ ■ ■S ■ ■S ■ aims ■ ■� ■i�IF ■ ■ ■ ■ ■ ■ ■Slplg ■ ■■ ■M ■ ■ ■ ■ ■ ■E �JF l� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■■ MOOSE ■! \ID[:�J ■ ■ ■ ■ ■ ■ ■ ■ mom ■ ■■ ■1111■■11!■ ■1111■19i", MMM ■ ■ ■ ■EI22M ■■ ■■ ■F ■ v■ v ■ ■ ■ ■Q ■ ■f/ ■S ■ ■ ■ ■ ■SII'7LI:S ■ ■ ■M ■ ■ ■M■■ ■0 ■■■■■■SSMIAda■■ ■S■■ ■S■■ ■M■■ ■M■■ 1191 ■ ■Mnl ■EIIl9 ■ ■ ■ ■ ■ ■ ■CIkIN9 ■ ■■ ■ ■■ ■ ■� ■w ■MASS ■1115 ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 11f�■ ASS ■ ■SSlll�lll! ■ ■ ■ ■CI��IDI ■M ■■ =moon ■ ■mql! ■ == ::.■u ■ ■iliC Ml•MIIM�11■■ ■ ■■■ ■ ■■■ ■■■■ c�■■■\ �IL�? �!■■■ r■ c�> �©■■■r �■ �r�� ■■ ■��I�M ■�e�A ■i ■■ ■ ■ ■■■�sc�■ ■ ■SM ■ ■I ■■■■ ■ ■ ■ ■■ ■■ ■ ■ ■11 ■ ■ ■ ■■ 111 ■ ■ ■!9 ■ ■Ai�� !! ■■ O■ r. 1.1! ■11 . ■ ■ ■rl ■ ■fI■ \ ■ ■I ■ mom E■ SMM ■MEMO ■ ■ ■ ■MKAM ■ ■ ■ ■ ■111t�EMHFF . I�II� ■ ■ ■I■■■■■ ■ ■ ■■ M mo�-- w RE "OEM IN ■■ ■ ■il ■11�■■■M��•caM■■■ � ■S■■ ■M ■E :• :• -_ - - -_ - ��111��111��_■_■■_ SI■ _ ■_� ■ ■II ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 91': ■ 1MM■_■_ ■ ■7 ■.��- ■_ Niil ■ 11■■■INOMM ■ MINE ■ ■I ■_0�!Gi ME 1•� _�_��_ \Slur- _._. ■�IiG- �ge�i�s�� - ��■_■_■_■■ -_ ��S ■�� ■ 11■■ ■11■ O■■■■■■■ 1111■■■■■■■■■ ■ 11■■■■■■■■■■■ ■1 ■ ■ ■ _- ■ ■ ■ ■ ■ ■ ■r1 ■M ■ ■ ■ . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ �■ ■■ONE ■SS_m :i� /■ ■ SEEN ■ IRhwl 11 :'a�Sel!�ILfJJ11l7�a ■ ■_ ■ ■ ■ \��_ ■ t■\ ' �I��M■ f1LmM■■ ■■■■ ME■■■■■ 11■■■■■■■M ■ ■r■ ■ ■ ■S ■ ■ ■ ■ ■ ■ ■ ■ ■ti ■ ■ ■ ■S■■ ■S■■■ S■■M■■■■■■ S■■■■■ ME ■ ■ ■ ■D ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■SESSION ■ ■ ■ ■ ■M■ ■E c�lul ME. ■ ■■ommLtIC M Gli�z_= !mom ■■ NONE S10'9lirii lra Imm=FA11EEE ■ ■ ■ ■ ■■ a mJ■■■■■■■■■■■■■■■■■■■■ mom ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■1!I ■ ■ ■ ■ ■ ■EM ON EE3!a11 ■ ■ ■11 ■ ■111711IM2 < 9■ rI■■ M■■ O■■■■■■■■■ SO■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■E,■■ ■ ■ \11■ ■ ■ ■ ■ ■ ■S ■ ■ ■ ■ ■L■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■11■■ ■ ■ME■■■ ■■ L■]■ M■■ E■[ I■ �IZi■!■ 7JS■■■■■ O■■■ S■■■■■■■■■■■■■■■■■■■■■■■■■ E■ ■ ■■■ M! I■■■■■ al �M® iaMir■■■■■■ NONE ■■ 11■■■■■■■■■ 11■■■■■■■■■■■■■■■■ ■■ ■ ■■ ■S■■■ ■11■Ifl ■ ■■■11■ ■■ ■■■■■■■ • ■■ was oO■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111■■ ■11 ■ ■ ■ ■ ■C ■ MEMO 1111■■■■■■■■■■■■■■■ ■■ • ■■ MEMO ■■MEN ■■■■■■■■■■M■■■■■■M■■■■ O■■ O■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■Ii11 ■ ■■0 ■ ■ ■ ■ ■ ■ ■ ■ ■O ■ ■O ■ ■■ ONES ■■■■■■mom SM■■■■■ SE■■ E■■■■■ S■■■■■ S■■ M■■■■ NEON ■■■■■ ■■■■■ ■ ■ ■ ■ ■ ■ ■■r mom ■ ■ ■ ■S■ ■ ■11 ■ ■ ■ME ■■ 11■ 11■■■■■■■■■■■■ ■ ■O■■ ■ ■ ■ ■O MEN ■ ■ ■ ■ ■ ■ ■S ■11 ■ ■ ■ ■ ■ ■ ■■ ■ ■ I■!■■ Wl■■■■■■■■ ME■■■ MEE■■■■■■■■■■■■■■■M■■■■■■■■■ S■ ME■ E■ ■■■■■■■■■■ ■O ■ ■S■■ ■ ■ ■ ■ ■M ■■■■■■S■ 1111■ 1111■ ■ OMEN ■ ■ ■ ■ ■ mom ■ ■11■ ■ ENE ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■� ° i■■■■■ E■■■■■■■■■■■■■■■■■■■M■ GdSEE. ■■■■ 11■ 11■■■■■■■ ■ ■ mom ■ ■ ■ ■ ■ NNE 111111 ■ ■ME ■EM ■ ■11 ■11 ■ ■1111M - ■■ O■■ ■M mom 11■■■■ ME■■■ M■ SS■ SE■■ M■ E1111 ■ ■ ■ ■ ■ ■ ■ ■11 ■M ■ ■ ■ ■11 ■ ■ ■ ■11 ■11 ■ ■ ■ ■ ■ ■11 ■1111111111 ■ ■ ■ ■ ■ ■S ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■S ■IIIIM ■■MESS■ ■O■■■■■ ■ ■ ■ ■ ■ ■M ■ ■ ■ ■ ■ ■ ■ ■■ ■1111 ■ ■ ■ ■ ■ ■ ■ ■ ■S ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■ amom O■ ■Rd ■ ■ ■ ■ ■I�ti ■ ■11R11 ■■ ■IAN SOMtl ■ ■I�ei ■ ■ ■R4! ■ ■ ■RMEMO OEM fed MOEN ■ ■ ■i�ri ■ ■ ■RIJ ■ ■ ■f■Ll IN ■■ 0 ■961 No ■■11WMININ ..Ill ■NUM ENE ■ ■+Ii. L! ■ ■ ■■ IN ■ ' ■ ■ ■GiF� ■ ■ ■CiF� ■ ■■ tiff ■ ■ ■� w MIN611AE ■ ■IIIFi ■ ■ ■G9A ■O ■49MEME 9E3■■■C 7H■ O■ G7Fi■■■ I■ S ■ ■ ■G7[r3M■ ■HIMMIN ■RNME ■L�Fi ■ ■ ■■ • - • ■■ ■■ 1101 ® ■ ■ ■t18 ■ ■ ■t1 MEN ■ON M■t1B■ ■ ■t1 t1 ® ■ ■ ■ ®■ ■11911 MENNOMEMMIMOINE tv! ® ■ ■11Ci® ■ ■ ■M ME ■C1® ■MMM ®ME ■Cf ® ■ ■ ■■ - WffA ROAD A HORZ.- 1 " =50' VERT. -1" =5' WATER ROAD o I ITEM # 6F ZSF STATION OFF5ET MISC. 6 I - 10" X 8" TEE (FL) NEST. SE 5.00' PT ROAD G I - 10" GATE VALVE (FL x MJ) 1 - 8" GATE VALVE (FL X MJ) 7A ROAD L 2 +95.48 5.00' RT TEMPORARY THRUST BLOCKING 9Th AVE. 25 ROAD F 1 20 +20.00 m FLANGE ELV. = 384.82' DOUBLE 19 +95.05 N 99Th WAY O 2 1 EXI TING 20 +95.06 2 1 .00' p DIV151 N5344 21+95.07 h I OOTh AVE. SINGLE 1 ROAD E oO - R ADC TMOMA BLVD, FUTURE TAhWA TERRA FU1U MULTIFAMILY 7 {8 MA5TER PLANNED F,,,ISION COMMUNITY KEY MAP N.T.5. SEC.24, T 1 7N, R I E, W.M. WATER FITTING TABLE ITEM # TYPE STATION OFF5ET MISC. 6 I - 10" X 8" TEE (FL) 20 +60.80 5.00' PT THRUST BLOCKING I - 10" GATE VALVE (FL x MJ) 1 - 8" GATE VALVE (FL X MJ) 7A I - I C" CAP 2 +95.48 5.00' RT TEMPORARY THRUST BLOCKING - 8" GATE VALVE (FL X MJ) 25 1 FIRE HYDRANT A55M. # 10 1 20 +20.00 4.00' RT FLANGE ELV. = 384.82' WATER METER SCHEDULE HORIZONTAL CONTROL: _ Z 0 50 100 SCALE STATION OFF5E7 TYPE NOTE5 19+75.55 2 1 .00' RT DOUBLE 18 +82.88 21 .00' PT SINGLE IRRIGATION METER WITH DCVA EG-3 )5+55.12 2 1 .00' RT SINGLE 18 +95.04 17.00' LT DOUBLE 19 +95.05 21 . 00' LT DOUBLE 20 +95.06 2 1 .00' 21+95.07 2 1 .00' LT SINGLE NOTES: I . REFERENCE DRAWINGS U- I f U -2 FOR WATER DETAILS AND THRUST BLOCKING REQUIREMENTS. 2. MAINTAIN I O' HORIZONTAL SPACING BETWEEN WATER AND 5.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER POSTS WHENEVER VALVES OR BLOW -OFFS ARE LOCATED IN UNPAVED AREAS. 4. FIRE HYDRANT FACE TO BE 2.5' MIN. OFF FACE OF CURB LOCATED WITHIN THE PLANTER STRIP. 5. MAINTAIN G" MIN. CLEARANCE AT WATER AND STORM PIPE CROSSINGS, 18" MIN. CLEARANCE AT WATER AND S.T.E.P. PIPE CROSSINGS. IF SEPARATION REQUIREMENTS ARE NOT ACHIEVED, CONTRACTOR SHALL PROVIDE ENCASEMENT PER SECTION C I -9. I OF THE WASHINGTON DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL. G. WATERMAIN5 SHALL HAVE 42" MIN. COVER IN IMPROVED R.O.W. AND 48" MIN. COVER IN UNIMPROVED EASEMENTS. 7. AIR RELEASE ASSEMBLIES TO BE INSTALLED WITHIN THE PLANTER STRIP UNLE55 OTHERWISE NOTED. HORIZONTAL CONTROL: _ Z 0 50 100 SCALE WA5HINGTON STATE PLANE. VERTICAL DATUM 5OUTH ZONE PER TCHPN NGVD 29 t PER THURSTON THUR5TON COUNTY HIGH COUNTY HIGH PRECISION NETWORK PPEC1510N NETWORK SEC.23, T1 7N, R1 E, W.M. ROAD H 5EE DWG W -5 o SCHEDULE F28 c`,6� �,V ,T28� 111 q ROAD E - 5TA 122 +56.03 ROAD h - 5TA 180 +00.00 STATION 0FF5ET TYPE 278 -279 121 +1 I .60 •� ADC I 280 -281 121+79.G I 25.75' RT DOUBLE 282 -283 1 22 +47.61 25.75' RT DOUBLE 284 -285 123+15.G2 25.75' RT 252 249 123 +83.63 25.75' RT DOUBLE 288 -289 1 24 +56.64 25.75' RT DOUBLE AnOw5LVD. FU1U PUTUR TA110MA TERRA _ • t3 d 276 I 1 260 I 251 250 1 I• , DI ISION 7 f 8 MULTI- PAMILY MASTER PLANNED COMMUNITY i CEROADA -5TA 15 +85.16. — _- - - -- -- -- - - - --�� IIIII�/ �I!!! �II�M■■■■■■■■■■■■■■■■ M Ce ROAD E - 5TA 120+00.00 _ _ _ _ _ _ _ _ _ _ _ ■ ■ _ _ _ _ _ _ _ — — _ i ■ ■ (j] ■ ■ ■ ■ ■ ■ NKEY 5EC.24. T 17N. R. E. W.M. ■ ■■ ■■■■■■■ �rfi��'! I! IC> yM■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEN ■ ■ ■ ■ ■ ■ ■ 10 .- 6 lla■■■ >_ ■■■■■■■■7 E�,: ` - -- - - - -------PHASE LINE -- -- - -- - - -„ - ■ ■ ■ ■ WATER FITTING TABLE ■ ■ I I ( ■ ■ ■Fii © ■ ■■ ■■■■■■■ nn■■■ W I N e■ �i�n�e■■■■■■■■ I I 278 279 280 281 282 283 284 285 286 287 288 289 Q xii ITEM # TYPE STATION OFFSET MISC. MESON 277 ■■ ■ ■ ■NS■■ ■■■■ ■■ ■■ C� ROAD E - 5TA 124+77.57 4 FIRE HYDRANT A55M. # 1 15 +50.00 1 G-00' PT FLANGE ELV. = 381.47- m■■■ T • ■ ■ ■►dl ■ ■a7 ■ ■ ■ap�iN■ ■ ■ - 10" X 8" TEE (FL) ■ ■ ■ ■ ■ ■ 28 -L28� 5G, RNJ ROAD E ■ ■ ■ ■ ■ ■ ■ ■ 5 1 - 10" GATE VALVE (FL x MJ) I - 8" GATE VALVE (FL X MJ) 15+90.23 5.00' RT THRUST BLOCKING ROAD A ■■■ a�■ MC71d■■■ 22 FIRE HYDRANT A55M. #9 122+25.00 28.50' LT FLANGE ELV. = 378.30' 5EE DWG W- 1 ■■ ■ ■■■■■ ■■ 23 I - 8" (FL) TEE 122 +61 . I 0 5.00' LT THRUST BLOCKING ■■■■ ■ ■■■■ ■■ ° Irk.■■■ 2 - 8" GATE VALVES (FL X MJ) ■ ■ ©' MIN I ■!J' ■■ ■Lif�� i ■ ■■;:i� ■■■OEM CONTRACTOR TO VERIFY ■ ■ ■ ■■■ ■■■■■■■■ 24 CONNECT TO EXISTING 8" WM 124+57.57 5.00' LT TYPE ! DEPTH OF ■ ■M■■molmd ■■ ■NF7 Jla EXISTING WATERMAIN ION MMIIIMMM ROAD E HORZ.- 1 " =50' VERT. -1 " =5' WATER METER SCHEDULE WASHINGTON STATE PLANE, LOT # STATION 0FF5ET TYPE 278 -279 121 +1 I .60 25.75' PT DOUBLE 280 -281 121+79.G I 25.75' RT DOUBLE 282 -283 1 22 +47.61 25.75' RT DOUBLE 284 -285 123+15.G2 25.75' RT DOUBLE 286 -287 123 +83.63 25.75' RT DOUBLE 288 -289 1 24 +56.64 25.75' RT DOUBLE ■■■■■■■ IIIII�/ �I!!! �II�M■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ MEN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�i•l�l ■ ■■ ■■■■■■■ �rfi��'! I! IC> yM■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�� lla■■■ ■■■■■■■■7 E�,: ssi' t■ tiW��If�Fil�' il' ri■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Fii © ■ ■■ ■■■■■■■ nn■■■ n�h e■ �i�n�e■■■■■■■■ ■■ ■■■■ ■ ■ ■■■ ■■■■ ■■NN■ ■■E■Nmmummm ■■ MS EME N MESON FdSr711717r1■■■ ■■ ■ ■ ■NS■■ ■■■■ ■■ ■■ ■■■■ ■ ■■ ■■ ■NN■W m■■■ ' • • ■ ■ ■►dl ■ ■a7 ■ ■ ■ap�iN■ ■ ■! AIM■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■M91MEMO ■■■ a�■ MC71d■■■ C7�1��■■■ a��■ ■■ ■ ■■■■■ ■■ SEEN ■ ■ ■ ■ ■■ ■■■■ ■ ■■■■ ■■ ° Irk.■■■ ■ ■ ©' MIN I ■!J' ■■ ■Lif�� i ■ ■■;:i� ■■■OEM ■ ■ ■ ■■■ ■■■■■■■■ ■■■■■ ■ ■M■■molmd ■■ ■NF7 Jla ■N A ■■■� DIiY�■■■ 911U1■■■ O■■ S■■■■ E ■ ■ ■ ■ ■ ■ ■■■ ■ ■■■ ■WlJ11fIN�ir`I ■■■■ ■■m"Isl ■no■■■nN 1 ■ ■ ■�i� ■ ■ ■■ ■■ ■■ ■■ ■! ■ ■ ■ ■■ ■ ■■■ ■ ■■■■ ■wrr��r ■ ■s� ■I� ■■■ ■ ■ ©I�I�� ■s�� ■ ■ ■i3■ III■■■■ �1- ii■■■■■■■■■■■ alsa ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�Qac��a� ■r� ■ ■■ NOON \� ■f/ NOON■ ■■■ I ■■■■■■■■■■ A1[ V ■ ■ ■ ■m■■mwm■EN■■■11 ■■N ■71 ■ ■N■■E ■■■■ ■111 ■ ■ ■■■■■■■ ■ ■■ ■�� ■ ■ ■■aG ■m■ ■■ ■■■ ■N■Am ■NO■■ ■ ■ ■ ■ ■�I ■ ■ ■ ■ ■ ■ ■ ■ ■OESyFS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E�]FN ■ ■S'31E1�f1 ■■ ■■■■■ SI: i�lv ■■_■ ■w ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�I�JF L�■■■■ r(�IQ�ICM -M■EtlkMMMSg1!1MIpM71111■ :• NN■■ NE NOEE�. �a�1! ��NN��■■■■■■■■■■■ a�l ■ ■ ■ ■�, ■ ■ ■ ■ ■ ■NE11N ■ ■ ■�F�FlA1.7N :• ■■■■■■■■■■ NONE ■■■■��!\ ■_ ■ ■ ■■ ■ ■ ■ ■1I ■E■■EMEME ■■■Nl11■■■SII!EPJm 1■ ■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�� \ ■_ ■ ■ ■11 ■NO ■ ■��OZ �' m- sw13lO ■ ■E11SFLo11■ ■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��IEl ■ ■�� / ■ ■■■■■■N91 ■N ■FlIMMIA. rl■ N■ ■EE■■ ■1I ■ NOME ■ ■ ■ ■ ■ ■ ■■ ■ NONE ■ ■E■■■n.:grl ■N■■ ■O■■■E MINE ■■i1■rEr■ ■N ■E■■E ■NENN ■ ■ ■ ■ ■ ■■ ■ ONE E■ 111 ■ ■11 ■E=! \ ■E■ ■■11 ■■■ ■1lrAMMM NONE SEEN ■ SEE ■Ir ■ ■ MEN ©>ru■ L_■■ 11■ ■■ loom ... ■NE■■\ - - ■N■■■ -- ==Z' ■ _ -- ■ ■ !■■■■■■ ��\ ■wft_- woONEEOIIINNIIN \ ■N■InNNN■r,■■■E ■■ 1 "is�ll1 ■ ■ ■N ■ ■ ■ ■O ■ ■SNNOW& ■ ■ ra ■N■■■■■ LN MEMO ■ li■■ :��IENN■ ■I ■11-1-E ■■ IRM ■MEN OMEN 11 ■■ERM, 7rSTa �■ ■■■■ ■E�- _- .��:�a11Mmmomm 0 SOM„III • 11111111111111�i��llllllll� NOON ■ ■N NNE■ ■ ■NE ■ ■ NNENIY■ ■11 ■ ■1' ■ EE ■II 1SEEOSES��MEMO.■■ N■■■■ ______ N■ EN■■■ MME ��_...■_ ■N ■S ■_EE ■ ■ :�lro�:�� EENNN111NIrNEELm3�E31 ■ ■ ■ ■E111!IlESO11 ■ ■ ■E ■'t ■ISm�___ ■ ■ ■E■ ■E ■N ■O ■Nii.____ ^N ■ ■NNN ■NNNNE��NENE ■ENN O a�1,s__• iloi ©11JE uisEN lI ■IN�IN ■EN - ■ ■ ■■■■ ■ ■11N ■rd� ll'r[�>s�'GOIw�-N ■ ■N■■■ mom l3afEE■ ■ ■ ■■■N ■ ■■■ ■ ■■E ■ ■N ■LJ ■■ ■N - ■■ E■■■■ ■■■■1lr©u2Eam Zrtii ■■ ■ ■■■� u► fi�lia�C1E ■N ■ ■ ■N■ ■ ■ ■■■ ■ ■■ ■■ ■LJ ■NN■ ■■■ NNO■ e■■■ Y ll■N ■ ■!a ■ ■■Ee ■■■■mMMMMmMMMMmMMM !' ■ ■■■!' ■N■ ■!'■1•IN■ ■■ N■ SO■■ f�Gl■■■! 1M■■■ RGf■■■ 17 11N■ NBt= i■■■ aL• i■ ■ ■�Iti ■N ■9tiE ■ ■Bti ■ONRwmll;m ■ ■■ ■■■■■■ �I+ �O■■ t71+ �■■■ G7F�E■■ G7F�ENNGiF�■■■ 19F�■ NN19F� ■N ■1iF� ■ ■ ■�iF�O ■ ■19F� ■1'I ■ ■ ■■ -• E ■ ■ ■ ■ ■d8 ■ ■ ■t,�B ■ ■Ntvi ® ■ ■■ tali®■■ EtSf®■■■ Ci®■■ NtSi ® ■ ■ ■tvi ® ■ ■ ■Ci ® ■N ■t;r1 ® ■1'I ■ ■ ■■ _ • ROAD E HORZ.- 1 " =50' VERT. -1 " =5' WATER METER SCHEDULE WASHINGTON STATE PLANE, LOT # STATION 0FF5ET TYPE 278 -279 121 +1 I .60 25.75' PT DOUBLE 280 -281 121+79.G I 25.75' RT DOUBLE 282 -283 1 22 +47.61 25.75' RT DOUBLE 284 -285 123+15.G2 25.75' RT DOUBLE 286 -287 123 +83.63 25.75' RT DOUBLE 288 -289 1 24 +56.64 25.75' RT DOUBLE NOTES: I . REFERENCE DRAWINGS U- I t U -2 FOR WATER DETAILS AND THRUST BLOCKING REQUIREMENTS. 2. MAINTAIN I O' HORIZONTAL SPACING BETWEEN WATER AND 5.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER POSTS WHENEVER VALVES OR BLOW -OFFS ARE LOCATED IN UNPAVED AREAS. 4. FIRE HYDRANT FACE TO BE 2.5' MIN. OFF FACE OF CURB LOCATED WITHIN THE PLANTER STRIP. 5. MAINTAIN G" MIN. CLEARANCE AT WATER AND STORM PIPE CROSSINGS, 18" MIN. CLEARANCE AT WATER AND 5.T.E.P. PIPE CROSSINGS. IF SEPARATION REQUIREMENTS ARE NOT ACHIEVED. CONTRACTOR SHALL PROVIDE ENCASEMENT PER SECTION C 1 -9. 1 OF THE WASHINGTON DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL. G. WATERMAIN5 SHALL HAVE 42" MIN. COVER IN IMPROVED R.O.W. AND 48" MIN. COVER IN UNIMPROVED EASEMENTS. 7. AIR RELEASE ASSEMBLIES TO BE INSTALLED WITHIN THE PLANTER STRIP UNLESS OTHERWISE NOTED. N HORIZONTAL CONTROL: WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 # THURSTON COUNTY HIGH 0 50 loo PER THURSTON PRECISION NETWORK COUNTY HIGH SCALE PRECISION NETWORK s R 0 HE I SEC.23, T1 7N, R1 E, W.M. q ROAD A - 5TA 20 +55.73 SCHEDULE Cr ROAD F - 5TA 142 +56.03 TION OFFSET TYPE NGVD 29 80.42 1 ROAD E DOUBLE W 60.43 ROAD F - 5TA 140 +00.00 DOUBLE CL ROAD H - 5TA 184 +70.57 40.44 25.75' LT DOUBLE 20.45 25.75' LT I 238 -239 o G j 230 231 232 233 234 23 236 237 238 239 240 Zw `r ■■■■■■ �� I TAHOMA BLVD. FUTURE TAMOMA TERRA r J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 0- ■ ■ ■ ■ ■�i�C:'I ■ FUIU MULTI - FAMILY ■■o.ow1iYE ■ ■il i+l� I I ■ ■ ■ ■ ■ ■iA9llE�!�IIV! Aii1r \lilf!!!I ■ ■ ■ ■ J O (10 ■ ■ ■ ■ ■ ■ DI ISIONS 7 t 8 IrCti MA5TER PUINNED ■ ■■ ■■■■ IiMl Nli�+ �' i! W�i1j± �A�lisSii■■■■■■ IMi4' �! i' y�i�!(. Lu PiI ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ DOMMUNITV ■i r ■ ■ ■■ ■■■ - - -- - -- 27 - -- - -- -- - -- - - -- N -- p - m7d■ I<:!: KEY MAP N.T.S. SEC.24, T17N, RIE, W.M. ■■■■■■■■■■■■■■■■■ Tt - _ _ - - - ■■■■■■■ E■ • A■ r��' 0■ nNONE ■■■■■■■■■■■■■■■■■oG11■■■■ b a % 5AWCUT AND RESTORE PER CITY ) OF YELM DETAIL 7 -3 ON DWG R -8 ■ ■ L ■ ■EE1M 6 I - STEP ~ STEP ■ ■ ■ ■ ■ - TEP _ ? 1 WATER FITTING TABLE ■ ■ ■ ■ ■ ■ r: ■ ■ ■i -- -- -- -� ■ ■ ■■ ■■ = 71 ■ ■ ■l:a G9 (n ■ld IT M E TYPE STATION OFFSET MISC. ■ ■ ■ ■■■ / - - - - -268 ■ ■ ■ ■ ■ ■ ■ \� # ■ ■■ ■ ■MI ■:y ■I�tii 269 ■M�'ii � I } ■ ■ ■ ■ r'269 241 1@ i■ RI■■■■■■ 10" x TEE (FU i ■ ■ ■ ■ ■ ■ ■MJII�h�f.Eilfi�( ■t'3 ■i■ ■■ ELI ■+.�'. ■F:�IIi ■ ■[: Ell ■ (FL x MJ) 20 +60.80 5.00' RT THRUST BLOCKING lid ■ ■ ■ ■ ■ ■+71■ ■f� ■7i■■■■■■■■■■�1r ■ MOMM M■■■ GATE VALVE (FL X MJ) - - • ■ E' J�II■ IC aE] f�■■■ E] Ff■■■■■■■■ F�f�■■■■■ f>!] (i ROAD F - 5TA 144 +76.53 ■d■R■i■■■■■ 25 FIRE HYDRANT A55M. # 10 20 +20.00 14.00' PT FLANGE ELV. = 384.82' 1 28'' 'jI I 256 -j 8'�( ■ ■■�IAI ■ ■■ 26 1 - 8" TEE (FL) 1 42+6) .10 5.00' LT THRUST BLOCKING R/28 ME■iI;I■ yJ ■■■■ ■■■eA■■■■■!\r■eE1© 2 - 8" GATE VALVES (FL X MJ) ROAD A ROAD H ! ■i ■ ■ ■■ ■■ ■ ■ 27 FIRE HYDRANT A55M. #I I 142 +69.00 25.75' LT FLANGE ELV. = 383.78' SEE DWG W -2 SEE DWG W -5 ■I�31 ■!lt,�FF� ■ ■i11� ■ ■ CONTRACTOR TO VERIFY ■ ■ ■ ■ ■L� 1; 1■■■■■ �r�liL7E�L 28 CONNECT TO EXISTING 8" WM 144 +56.53 5.00' LT TYPE E DEPTH OF ■ ■ ROAD F ■ ■ ■ ■�E ■ ■ ■l�f�E�l� ■■ EXISTING WATERMAIN MOM SCHEDULE HORIZONTAL CONTROL: TION OFFSET TYPE NGVD 29 80.42 25.75' LT DOUBLE W 60.43 25.75' LT DOUBLE PPEC15ION NETWORK 40.44 25.75' LT DOUBLE 20.45 25.75' LT DOUBLE 238 -239 144 +00.46 M 5' LT DOUBLE 240 44 +50.46 5' LT SINGLE ■■■■■■ miewo wig J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�i�C:'I ■ ■ ■■ ■■ ■■o.ow1iYE ■ ■il i+l� ■ ■ ■ ■ ■ ■iA9llE�!�IIV! Aii1r \lilf!!!I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ IrCti ■ ■ ■■ ■■■■ IiMl Nli�+ �' i! W�i1j± �A�lisSii■■■■■■ IMi4' �! i' y�i�!(. 111E�IwiF. PiI ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i ■rE;�ll'1 ■ ■ ■■ ■■■ ■ ■ ■EI!i�f" 111} 111CiE■■■■■■■■■■■■ m7d■ I<:!: fi ■■■■ ■■■■■■■■■■■■■■■■■ Rn■■■■ _ - ■■■■■■■ E■ t,!■■■■■■■■■■■ A■ r��' 0■ nNONE ■■■■■■■■■■■■■■■■■oG11■■■■ ■ ■ ■ ■ ■ ■EE1M ■ ■ ■E'I111 ■ ■ ■ ■ ■ ■ ■ ■!� f! I■■■■■■ 1 ! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i ■� ■��Y�i] ■ ■ ■■ ■■ = 71 ■ ■ ■l:a G9 ■ ■ ■ld G] ■ ■ ■ ■i ■ ■ ■C�] ■ ■ ■ ■■■ Baia■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■YIJc+Y!111��ii.P_�i ■ ■ ■■ ■ ■MI ■:y ■I�tii ■ ■M�'ii ■ ■ ■ ■ ■ ■ ■M [ 7■■■■■■ 1@ i■ RI■■■■■■ i ■ ■ ■ ■ ■ ■ ■MJII�h�f.Eilfi�( ■t'3 ■i■ ■■ ELI ■+.�'. ■F:�IIi ■ ■[: Ell ■ ■ ■ ■ ■ ■ ■ ■E+] lid ■ ■ ■ ■ ■ ■+71■ ■f� ■7i■■■■■■■■■■�1r ■ MOMM M■■■ - - • ■ E' J�II■ IC aE] f�■■■ E] Ff■■■■■■■■ F�f�■■■■■ f>!] B ■ ■d■R■i■■■■■ ■ ■ ■ ■ ■�i ■ ■ ■■�IAI ■ ■■ • ■ ONE■ MMMM ME■iI;I■ ■■■■ ■■■eA■■■■■!\r■eE1© ! ■i ■ ■ ■■ ■■ ■ ■ ■ ■�I ■■ ■ ■�1 ■f A ■■ ■I�31 ■!lt,�FF� ■ ■i11� ■ ■ ■ ■ ■ ■ ■ ■ ■L� 1; 1■■■■■ �r�liL7E�L •7�7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�E ■ ■ ■l�f�E�l� ■■ ■Lr�ItJ' ■ E� ■ ■ ■ ■13 ■ ■ ■i ■ ■ ■ ■ ■fd ■ ■ ■ ■ ■ ■t�l ■G1Hi ■■rICS- -G@Z33.SEE lill■■!\EdrAum■ ■ ■ ■ \Cw ■ ■ ■ ■f� ■ ■ ■ ■ ■ ■ ■ ■ ■fi ■ ■ ■ ■ ■■ ill ■�"'E� E ■■ /1■■■ ■■ ■■ ■ ■�I ■ ■ ■ ■71 ■■ E!>t■ • ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ il■■ i ■ ■ ■ MIA ■■■■ ■ ■ ■ ■! \1 ■ ■ ■ ■ \1 ■l \Efi■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■MC ■"M 2_ G=:��!!■ Ali■■■ I ■3iL'Ct��'[ = ■l;iE ■ ■ ■ ■;iE ■EJ�! ■■ ■ ■ ■ ■G■ \ice � = ii■■■ �■■■■■■■■■■■■ �i !� ■II ■ ■ ■ ■ ■ ■ ■ ■1 \ ■91 ■ ■ ■! \I ■E�! ■■ ■ ■ ■! ■ ■ ■ ■ ■■ 111111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 111 ■ ■i:��E3�.!! ■ ■1 \ ■il ■ ■ ■iil ■i ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■111111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 111 ■ ■ ■ ■ ■ ■ ■n:�! \1 ■ftl ■ ■ ■ ■ftl�l ■ ■■■ :• ■■■■■■ ■ ■-�� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 111 ■ ■ ■ ■ ■■ ■III ■ ■ ■ ■�:�� ■ ■�I�I ■ ■ ■■ :• ■■■■■ ■r- -. .. ■■ ■M�� ■ ■■■■■11■■■■■rlE3ttll= 5^ ■l \ ■Si■ElilV►i: ■■ ■■■ ■■■■■PL- ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■5:. ■ ■ ■ 0a ■ ■ ■111 01'Fiil! =1Eiii ■ ■V 1 ■ ■ ■ \ ■ ■ ■t,.. ■ ■L'g Ilill'!0■ MEMO - i3��tulE■ - - - -- �ii■i MMMMMM ■■■ ■■■ ■■■■ °�.■■m ■�M0��11! . ■EW ■■■ -_ ■ii R■■■■Mt�1■ ■ ■RIM1111w� ■ ■ ■� 1 ■ - �■ ■.� ■ ■ ■ ■� -- ■ ■ M■■ ■■■f1�.rl■■■■ ;I"■E1i■1_I ■ ■�� ■tl■CL'■E&M :ii ■ ilia ■ ■■ ■■■■■■■■■■■■■■ �fi�■ ■t� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■a�MQ ■773 ■ ■ftJ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■ GIS. Z. eC �[ ��T ►['Tii� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■L•Eliiu�li p�t;�i ■1'i ■ ■ ■Id ■ ■ ■■ • ■■■■■■■■■■■■■■■■■■■■ IIG© FiiLC i��ti' IZii ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■f1a ■ ■ ■■ • ■■i■■■■■■■■■■■ ■■■■■■ 1111■ i MEN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■■■■■ ■H ■■ ■■ ■■■■■ ■e■i■ ■!1■■ ■■ 161■■■ YE' a■■■■ E'!■■■■ A ■ ■ ■ ■E11 ■ ■ ■ ■Fa ■ ■ ■ ■A ■ ■ ■ ■E� ■H ■■■■ ■ ■ ■ ■ ■Wl� ■■ ■EaW ■ ■ ■f,�Gl ■ ■■ 171■■■ Ei\\ ti!■■■ F�1�■■■ E�l; � ■ ■ ■E�l� ■ ■ ■Fit1 ■ ■ ■E`�t= i ■li ■ ■ ■■ J ®��dE��l„I�� - EMMEMM® ■ ��d ROAD F HORZ. -V =50' VERT. -1 " =5' WATER METER SCHEDULE HORIZONTAL CONTROL: TION OFFSET TYPE NGVD 29 80.42 25.75' LT DOUBLE W 60.43 25.75' LT DOUBLE PPEC15ION NETWORK 40.44 25.75' LT DOUBLE 20.45 25.75' LT DOUBLE 238 -239 144 +00.46 M 5' LT DOUBLE 240 44 +50.46 5' LT SINGLE NOTES: I . REFERENCE DRAWINGS U- I f U -2 FOR WATER DETAILS AND THRUST BLOCKING REQUIREMENTS. 2. MAINTAIN I O' HORIZONTAL SPACING BETWEEN WATER AND 5.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER POSTS WHENEVER VALVES OR BLOW -OFFS ARE LOCATED IN UNPAVED AREAS. 4. FIRE HYDRANT FACE TO BE 2.5' MIN. OFF FACE OF CURB LOCATED WITHIN THE PLANTER STRIP. 5. MAINTAIN 6" MIN. CLEARANCE AT WATER AND STORM PIPE CROSSINGS, 18" MIN. CLEARANCE AT WATER AND 5.T.E.P. PIPE CRO551NG5. IF SEPARATION REQUIREMENTS ARE NOT ACHIEVED, CONTRACTOR SHALL PROVIDE ENCASEMENT PER SECTION C 1 -9. 1 OF THE WASHINGTON DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL. G. WATERMAINS SHALL HAVE 42" MIN. COVER IN IMPROVED R.O.W. AND 48" MIN. COVER IN UNIMPROVED EASEMENTS. 7. AIR RELEASE A55EMBLIES TO BE INSTALLED WITHIN THE PLANTER STRIP UNLESS OTHERWISE NOTED. N HORIZONTAL CONTROL: WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 4 0 50 100 THURSTON COUNTY HIGH PER THURSTON PREC15ION NETWORK SCALE COUNTY HIGH PPEC15ION NETWORK SEC.23, T1 7N, R1 E, W.M. S CE ROAD E - 5TA 122 +56.03 ■■■ E■■ �RPY EE■■■ OFFSET O■■■■■ CE ROAD H - 5TA 180 +00.00 �'. E■■■■■■■■■■■ 28.50' LT ROAD G 23 I _ 1 I II I ■■■■■■ 26 99TH AVE. I - 1 1 rn rn rn rn rn N rn 0) : CD N W A U1 0) N 1 Lu 1 I DIVI51 5314 DOUBLE N I GOTH ASE. 182 +99.88 11 1 Z ( 183 +89.89 25.50' LT DOUBLE ■■r�l�r�momm ' _; I Ce ROAD H - STA 184 +70.57 y - M -- - -- - -- -_- -__ CE ROAD F - 5TA 142 +56.03 W 22 X - ■■� ■ ■■ TAHOMA BLw. - -� • FUTURE TAHOMA TERRA Q TUTU MULTI- FAMILY _ - ! 1 d- 23 8.. ■I�IIjy■■ FD�,ISION COMMUNITY W8° 26 27 ■ ■ _ ■ ■■ 9D - -N _ - - -_N - 1 1 .�. 1 N w 0 T cn CT 0) N Lyl -4 1 1 I ' CT W co CD It 1I I N) W -11. ■ ■ I �28'�288' =I ■ ■ ■ ■Iri::!�'a�■ II 8'=+-288'{ ■ ■ 56' R/W �I ■ ■1� N■ ■OIL �1 56' R/W��JJJ ■�1 ROAD E -• ■ ■ ■ ■ ■ ■ ROAD F ■� SEE DWG W -3 "■■■■■■■■■■■■■■■■■■■■ ROAD H SEE DWG W -4 E ROAD H HORZ. -1" = 50' VERT. -1" = 5' ■■■ E■■ �RPY EE■■■ OFFSET O■■■■■ 22 �'. E■■■■■■■■■■■ 28.50' LT ROAD G 23 - 8" TEE (FL) ■■■■■ ROAD L I ■■■■■■ 26 99TH AVE. ■■■ f ■ ■ ■ ■■w!itllf'"" 27 ibiffi 11 42 +69.00 ■ ■ ■ ■O■ SINGLE g S i ■■■■■■■■■■■■■■■■■■■■■■■■ 25.50' LT DOUBLE 263 -264 g I DIVI51 5314 DOUBLE N I GOTH ASE. 182 +99.88 ROAD E DOUBLE ■■■■■■■■ 183 +89.89 25.50' LT DOUBLE ■■r�l�r�momm ■ ■■■ ■ ■ ■EI?• •Qa� ■■ ■■� ■ ■■ TAHOMA BLw. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ FUTURE TAHOMA TERRA TUTU MULTI- FAMILY 7 t 8 ■■ ■I�IIjy■■ FD�,ISION COMMUNITY ■■ ■ ■ ■w, ■ ■ ■ ■ ■■ ■�IEy ■■ ■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Iri::!�'a�■ ■ ■ ■ ■ ■ ■1� N■ ■OIL �1 ■ ■71 ■�1 ■■ -• ■ ■ ■ ■ ■ ■ ■f�FJI ■� ■� "■■■■■■■■■■■■■■■■■■■■ wl�■■■ Ini� ■ ■ ■ ■ ■ ■dFi ■ ■ ■l+'iG:i ■�sl�� ■■ • ■■■■■■■■■ u�` iiiA■ A■■■■■■■■■■■■■■■■■■[ Ih ■ ■ ■[I ■ ■ ■ ■ ■ ■E]IN ■ ■ ■E�]Wi ■�71 ■■ ■ ■ ■ ■ ■i5N!Nli��. Iii! i�il� !�!15ifili ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■FIE ■ ■ ■ ■I ■ ■ ■ ■■ ■BFI ■ ■ ■R]�]■ 1� ■�I;If�I" 01h. ■■ ■ ■■■■■■■■':[ i1! fM} IilCi�l�rt ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i.'�IG� ■ ■■ ■Ill ■ ■ ■ ■ ■ ■EJ l�7 ■ ■ ■!QJ ■■■ 11 ! ■ ■ ■E ■yQ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ I ■ ■ ■ ■IM■■■■■■NUMMEW No owns ■■■■ ■ ■■■■■EIle■ ■ ■tmlt•■ ■ ■■E■FI9 ■■ ■ ■a ■■■■■■■■ ■■ ■■l sale■■■ jllJ �t7■ h■■■ GSGa ■ ■ ■L•a�E e■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■ ■■ EIS ■ ■ ■Crl�. ■■ ■O■ ■N■ ■ Now ■■■ ■O■■■ ■ ■ O■ ■i IC■ p�Ir�■ dd■■■ I�G!■ l ■5059"■B i • ■■■`■■■ to F9■■ Et�O■■ E■■ E ■■■■ ■ ■■■ ■�•�i ■n OMEN ■SENSE ■■■■■■ ■111■■■■■■■■ NOON ■ \'OE'""l ■ ■ ■ ■ls ■E ■E ■ ■ ■ ■ ■ ■ ■'�'•�� ■ ■I \ ■■ ■111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■111■■■■■■■■ ■E■■■■■ v ■ ■ ■ ■f/ ■ ■ ■ ■ ■ ■ ■_!it ■ ■ ■ ■ ■ ■ ■R ■■ ■111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■■ ■111■,■■■■■■ ANSEEME NOON ■It ■ ■ ■I ■111 ■1 ■C■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■■� -° _ _== iii ►�i ■ ��.:■ii ■ ■G ■iiiii ■iiiiiE�i11 NOON■■ ■ ■ ■ ■ ■1111�� ■ ■ ■ ■ ■■ MEN ■ ■1il■■■1 ■111sii■ ■Nom ■ ■� ■ -- �. Icy -. NONE ■1i ■■SIN!"ISIzaamb • - 111■■ MEN ■ ■ ■ ■ ■EI�LIIIRNDl�Ilills ■ ■ ■ ■ ■ ■■ NONE EI::_i�'E_�I•I ■-° '__: �iO�■ I■■■■■■■■E ii■` E■■ ZZ ■II17 ■ ■rlEllrll!N7CIMI ■I ■ ■ ■ ■ ■O ■■ ��■■■■■■■ E® I�NIIIg�9■N■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E■ ■E■■ NOON■ ��■■■■■■■ Et71�iWr f��7iIIL' �► �■■ EEEEEEEEE ■ENN ■EEEEEEE ■EENEE ■EEE ■EE ■ ■EE I■■■■■ ■ E■■■ AM O■ EE■■■■■ O ■■■■■■■■EEE ■E ■GdE.cllrm'�T►@ii u'� ■N ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■OE ■ ■ ■■ NEMEMEMEMEEM E■■■■■■■■■■■■ EEEIIGCt• 3iL Ct�TI.71u� ■EEEEEE ■EEEEEEEEEE ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ MON ■■■ ■ ■ ■R[a■■■fits ■■E ■CI ■E ■mm■ ■ ■(f WEE ■"Gl ■ ■ ■[rll ■ ■ ■FIL"•i ■ ■ ■13t E ■ ■A NOON ■■ ■E ■■■ ■ ■ ■mmom■om so191�■■ E■ 1� ■■■■1s■■■[71+J ■E■C9F�E■ ■GIFF�■E ■GIFT■■■ il+� ■E ■■E■■■ - • ■■■ ■ ■ ■Ci ® ■ ■OCl ® ■■ ■Cie ■■ ■Ci ® ■■■ Cie ■■ ■d8 ■ ■ ■d8 ■ ■ ■d0 ■ ■ ■d8 ■■ ■Gila■■ ■ ■E■■■ _. ROAD H HORZ. -1" = 50' VERT. -1" = 5' WATER ROAD D ITEM # �RPY STATION OFFSET M15C. 22 �'. 5T.5 28.50' LT ROAD G 23 - 8" TEE (FL) N�tJ ROAD L I 2 - 8" GATE VALVES (FL X MJ) 26 99TH AVE. 142 +61 . 10 f THRUST BLOCKING � 27 S 11 42 +69.00 25.75' LT 1 FLANGE ELV. = 383.78' 99TH WAY m SINGLE g S i E%I TING 25.50' LT DOUBLE 263 -264 g I DIVI51 5314 DOUBLE N I GOTH ASE. 182 +99.88 ROAD E DOUBLE 267 -268 183 +89.89 25.50' LT DOUBLE R ADC TAHOMA BLw. FUTURE TAHOMA TERRA TUTU MULTI- FAMILY 7 t 8 MASTER PLANNED FD�,ISION COMMUNITY KEY MAP N rs. 5EC.24. T 17N, R I E, W.M. WATER FITTING TABLE ITEM # TYPE STATION OFFSET M15C. 22 FIRE HYDRANT A55M. #9 122+25.00 28.50' LT FLANGE ELV. = 378.30' 23 - 8" TEE (FL) 122 +61 . I 0 5.00' LT THRUST BLOCKING 2 - 8" GATE VALVES (FL X MJ) 26 - 8" TEE (FL) 142 +61 . 10 5.00' LT THRUST BLOCKING 2 - 8" GATE VALVES (FL X MJ) 27 FIRE HYDRANT A55M. # I 1 11 42 +69.00 25.75' LT 1 FLANGE ELV. = 383.78' WATER METER SCHEDULE LOT # STATION OFFSET TYPE 251 180 +66.68 25.75' PT SINGLE 252 -253 181 + 15.69 25.75' RT DOUBLE 254 -255 182 +05.70 25.75' RT DOUBLE 256 -257 183 +00.71 25.75' RT DOUBLE 258 -259 183 +90.72 25.75' PT DOUBLE 260 180 +76.85 25.50' LT SINGLE 261 -262 181 +29.86 25.50' LT DOUBLE 263 -264 182 +09.87 25.50' LT DOUBLE 265 -266 182 +99.88 25.50' LT DOUBLE 267 -268 183 +89.89 25.50' LT DOUBLE NOTES: I . REFERENCE DRAWINGS U- I E U -2 FOR WATER DETAILS AND THRUST BLOCKING REQUIREMENTS. 2. MAINTAIN I O' HORIZONTAL SPACING BETWEEN WATER AND S.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER POSTS WHENEVER VALVES OR BLOW -OFFS ARE LOCATED IN UNPAVED AREAS. 4. FIRE HYDRANT FACE TO BE 2.5' MIN. OFF FACE OF CURB LOCATED WITHIN THE PLANTER STRIP. 5. MAINTAIN G" MIN. CLEARANCE AT WATER AND STORM PIPE CROSSINGS, 18" MIN. CLEARANCE AT WATER AND 5.T.E.P. PIPE CROSSINGS. IF SEPARATION REQUIREMENTS ARE NOT ACHIEVED, CONTRACTOR SHALL PROVIDE ENCASEMENT PER SECTION C 1 -9. 1 OF THE WASHINGTON DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DE51GN MANUAL. G. WATERMAINS SHALL HAVE 42" MIN. COVER IN IMPROVED R.O.W. AND 48" MIN. COVER IN UNIMPROVED EASEMENTS. 7. AIR RELEASE ASSEMBLIES TO BE INSTALLED WITHIN THE PLANTER STRIP UNLESS OTHERWISE NOTED. 7 HORIZONTAL CONTROL: L WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN 0 50 100 NGVD 29 6 PER THURSTON THURSTON COUNTY HIGH NiFnEsiiiiii SCALE COUNTY HIGH PRECISION NETWORK PRECISION NETWORK I I I I`_ _ JF I im I I I I ¢ ROAD A - 5TA 1 1 +83.00 ¢ ROAD D - 5TA 53 +25.83 / 100 WELL RADI J5 I / � I / CITY OF YELM WELL AREA W O O w c ROAD A SEC.23, T1 7N, R1 E, W.M. ROAD E 5EE DWG 5 -3 O O O J r c W (V Z J = U Q � �w w N ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■. ITEM TYPE STATION OFFSET M15C. L SE :DAD G 14+15.00 5.00' LT JEST. I I - 4"X 2" TEE 14 +48.21 Q 9"A" ROAD F 1 - 4" GATE VALVE 1 - 2" GATE VALVE (NC) 19 1 1- 2" 1 1 .25° BEND 14 +48.21 K�aaur�.. I THRUST BLOCKING 99TH WAY S ��mmmmi Z TING N I 1 15+39.73 mmmmmmmm N53 ti 1, 1 OOTH AVE. I ROAD C 1 7.00' LT -------------------- 313 -314 sy 17.00' LT DOUBLE 315 xG U 1 7.00' LT SINGLE L 8 +48.03 17.00' LT SINGLE TAHOMA BLVD. 9 +42.04 17.00' LT FUTURE TAHOMA TERRA ;UfU MULTI- FAMILY "ION 7 t 8 Mt5TER FLANNCD COMMUNITY KEY MAP N.T.5. 5EC.24. T17N. 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OE■■■FEE IIIII■■■■■■ ■■■■ E■■■■■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■N ■ ■EMM NOON ■ ■ ■ ■N ■ ■ ■ ■ ■ ■ ■MNONE ■ ■ ■ ■M■■ ■M■ -• MEN ■■ M■■ llM■ MMMm MRIMMM■■■■■■■■■■■N■ EM■■ MM■ E■ ommm sm- M, - I■■■ ■ ■■■ ■ ■ ■■■ ■ ■■■■■■ ■■■ ■ ■ ■ ■■ ■■MMM■■ -• ■N ■ ■ ■M ■MIICii ■■■ MITI ■■ ■■ ■N ■ ■ ■ ■■■ NNE ■ ■ON ■ ■ ■ ■N ■IIGmazlivz.:!Mm M■■■■■■■■ ■M■ ■MM■■ ■EM ■M ■ME■■■■■■ ■M■ ■M■■■■ ■E■■■EENEE ■E■ ■E■■ ■ ■ ■N ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111■■■■■■■■■■ EMM■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■MM■■MMM■MMMM■■■ ■ ■ ■■ MEN ■■■ M■ 11■■ eN■■ Ee■■ MEe■■■■ e■N■ Me■■■ Ee■■■■ A■■■ YE1■■■■ e■■■■ A■■■■ eN■ MEe■ ■ ■MA ■N ■ ■!!■ ■ ■MtaE ■ ■ ■1! ■■ ■ ■� ■M ■■ MM■■■■N■ N■E■■■■ AGIMMM[' r�[ IM■■ f, 7d■■■ eLl■■■ F1Ci■■ El�t' r'! M■■® d■ M■ l�n■ MM® G1■■■ I�t�■■■® �f M■■ I�G!■■■® GiEM ■l�t�■■M ®�f■ ■ ■l�R�! ■ ■■eG1M■M■ ■■■■ ■■■■■■■ EM■r i7F+ dB■N■ J■ E■[] f3■■■ C1®■■■ �il G1®■ l+ �■■■ MMCIBOMMCI®■■■ I�I�M■■ 19N�MME�iF�MMEG7I+ �1B■ M■ �M■ tYi®■■■ MG9i�MM■ t51®■■■ G71+ d8■ �E■■[ M■ �I+ �■■■ d®■■ L9F�■■■ OG�1®■■■ G91+ d �MMMGJI ® ■ ■EdB +� ■ ■ ■EG9f�MME�iF�EMMGiREMM�iR ■ ■d ® ■ ■ ■d ® ■ ■ ■dB ■ ■ ■tl8 ■M■ ■ ■ ■■ ROAD A HORZ. -V =50' VERT. -V =5' :OAD D ITEM TYPE STATION OFFSET M15C. L SE :DAD G 14+15.00 5.00' LT JEST. I I - 4"X 2" TEE 14 +48.21 Q 9"A" ROAD F 1 - 4" GATE VALVE 1 - 2" GATE VALVE (NC) 19 1 1- 2" 1 1 .25° BEND 14 +48.21 1 24. 10' RT I THRUST BLOCKING 99TH WAY S 114+48.891 Z TING N I 1 15+39.73 DIV151 N53 ti 1, 1 OOTH AVE. I ROAD C 1 7.00' LT DOUBLE 313 -314 sy 17.00' LT DOUBLE 315 xG U 1 7.00' LT SINGLE L 8 +48.03 17.00' LT SINGLE TAHOMA BLVD. 9 +42.04 17.00' LT FUTURE TAHOMA TERRA ;UfU MULTI- FAMILY "ION 7 t 8 Mt5TER FLANNCD COMMUNITY KEY MAP N.T.5. 5EC.24. T17N. RIE, W.M. STEP SEWER FITTING TABLE ITEM TYPE STATION OFFSET M15C. 3A I - END OF LINE CLEANOUT 14+15.00 5.00' LT TEMPORARY 3B I - 4"X 2" TEE 14 +48.21 5.00' LT THRUST BLOCKING 1 - 4" GATE VALVE 1 - 2" GATE VALVE (NC) 19 1 1- 2" 1 1 .25° BEND 14 +48.21 1 24. 10' RT I THRUST BLOCKING 119A I I - 2" CAP 114+48.891 33.00' RT THRUST BLOCKING STEP SEWER SERVICE BOX SCHEDULE LOT # STATION OFF5ET TYPE 270 -271 19 +25.87 21 .00' PT DOUBLE 272 18 +32.87 2 1 .00' RT SINGLE 273 -274 17 +55.85 21 .00' RT DOUBLE 275 1 G +72.86 2 1.001 RT SINGLE 27G )G+25.00 29.00' PT SINGLE 308 14 +45.84 18.00' LT SINGLE 309 -310 15+39.73 18.00' LT DOUBLE 31 1 -31 2 1 G +39.74 1 7.00' LT DOUBLE 313 -314 17 +39.75 17.00' LT DOUBLE 315 18 +32.03 1 7.00' LT SINGLE 31G 8 +48.03 17.00' LT SINGLE 317 9 +42.04 17.00' LT SINGLE NOTES: I. REFERENCE DRAWING U -2 FOR S.T.E.P. DETAILS AMC) THRUST BLOCKING REQUIREMENTS. 2. MAINTAIN I O' HORIZONTAL SPACING BETWEEN WATER AND S.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER POSTS WHENEVER VALVES OR BLOWOFF5 ARE LOCATED IN UNPAVED AREAS. 4. ALL JOINTS ARE TO BE GASKETED. 5. ALL JOINTS ARE TO BE PVC OR EPDXY COATED. G. S.T.E.P. MAINS SHALL HAVE GO" MIN. COVER IN PUBLIC R.O.W. AND EASEMENTS. HORIZONTAL CONTROL: WASHINGTON STATE PLANE, Z VERTICAL DATUM SOUTH ZONE PER TCHPN NGVD 29 4 0 50 100 PER THURSTON THURSTON COUNTY HIGH COUNTY HIGH PRECISION NETWORK SCALE PRECISION NETWORK 11 S O °—' PHASE 1 > I > I > > co *�1J =02 N D N N I -4 v O w - Ta z (A ROAD F Q 5EE DWG 5 -4 W W SEC.23, T17N, R1 E, W.M. r C, ROAD A - 5TA 20 +55.73 C� ROAD A - STA 23+ I 1.7G C� ROAD A - 5TA 25 +73.53 C, ROAD F - 5TA 140 +00.00 CE ROAD G - 5TA 160 +00.00 ROAD D (j ROAD D - 5TA 96 +29.86 j N N N N N N N N \ 1 PROPERTY LINE N w A (T 67 V co w 1 FUTURE P ASE ED .— ..L — --------- 17 7 1 — i I +95.48 58 _ -- _'7 CF ROAD A - 5TA 27+01.53 /- - - - - -- W - -- \ I N - - -- - - - -N -- �``�I, ,.'I I / W ' N Z N CD II : >O I 1 1 O 1 ° l I 'I Lu = ROAD G ROAD D a ROAD A ROAD A HORZ. -V =50' VERT. -1 " =5' on ■E 1 1911 111!!11 STATION ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■ THRUST BLOCKING 1 - 4"x 2" REDUCER , 99TH AVE. 515 ROAD F 22+ 5-00 _I m TEMPORARY Q i O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■■ ■■ I ■■ ■■11 511 ■1:!■I:j ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■p1 ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■ FU1U MULTI - FAMILY DI 151ON5 7 6 8 MASTER PLANNED COMMUNITY ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■REMSE■EIHI:PJ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■MOOD MEN ■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ONEEN ■ ■ ■ ■■ Gasmo11SIi0 Z ]■■■■■■■■■■■■■■■■ SAME MENEM MISSION ■ ■■■ ■■■ ■■ ■ ■11,911I00 ■ ■ ■■ ■■ ■■ ■■■■ ■■■ ■ ■ ■■ CRAG■.■■■■■■■■■■■■■■■■■■■■■■■■ ■■■ ■■ ■ ■■ ■ ■■ ■ ■ ■■ ■ ■■ ■ ■■ 0 ■■ . �... �..■■■ MEN ■■■■■ CL%u::■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■11111 ■�1! ■!I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■■ ■■ ■■ ■■ rMNER moms ■■■ MENNEN ■■ ■ ■ljN3►�! N■■■■■■■■■■■■■■ EN■■ EN■■■■■■ N ■ ■S ■ ■R1L�i; ■�:1 © ■7f ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ on ■■ ■ �E9 ■M ■ tl■■■ ■SB[9 L�l t;�i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■+31 ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■EE'�yl■ ■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�u^ia ®[■2.3z a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ' • -• ■■ ■ WE1■■■ W■■■■■■■■ IIt>■■■■■■■ Vf■! r!■■■■■■■■■■■■!: 1■■■■■■■■■■■■■■■■■■■■ ■Ai1'E�3: ■t11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■CIIA ■tlp ■ ■ ■ ■ ■■ ■■ I■ Ga■■■■■■■■■■■■■ OMEN ■ ■ ■A:'�===== m1 ■ ■ ■■ ■■■ ■eJAI I�E� ■N ■t�l� ■N ■ ■ ■ ■SSFNIu ■ ■ ■SS ■■e■ New■■■■■■■■■■ I■■■■■■■ CI■ t�i�■■■■■■■■■■■ N ■■N■ ■ ■ ■71a ■ ■ ■ ■ ■ ■ ■ ■F7m ■ ■mmmm ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■f~Inn ■ ■Il .. MEN IN ■■ ■F`a ■ ■ ■ ■13 ■ ■ ■ ■ ■ ■■ IEAv'l� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■!■ IDf9J■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�JI ■ ■■■ ■■■L MEN = ■■ ■■ ■v ■��Ew■ ■ ■ ■ ■� ■N ■e ■ ■■ ■■■ ■w■■■11 ■N;j@ ■■■■■■ ■ ■■■ ■■■ ■ ■ ■■ ■■■ ■ ■■ ■■ ■ ■■ ■■ ■ ■ ■■ ■ ■■ ■■ ■ ■C� ■■■�!I{ IP.1m4. 7l�l ■■■■■■■■■■■■■ E■ ■ISm�� ■ ■ ■■ =s- ■■■ ■ ■■IF ■■ ■ark ■■ ■a ■e9� ■■E3tvi■ ©I � ■ ■ ■■■ ■ -'I� ■eRONN■ ; �:ii. ■11 ■ ■ii: �� ■11 ■� ■� ■ ■■ ■ ■ ■■ ■■ ONES CLAN■ ■NAINOMIN■ ■r■[�� © ■ ■ ■r� ■13391 IEam ■■■■ ■alt ■e ■IC ■!9F!■I■ ■ ■■■� ■fl■■■ I■■■■■ ■■ ■■ ■S■ ■11■ ■ !! ■ ■ !!!!■ ■ ■Er10 NS \ ENE ■ ■I ■ ■SSS I■■■■■ ■ ■S Irl■■ ■ ■■ N■ Sal!■■■ GENS■■■■ N■■ ■ ■ ME, 9ISOS10tpul7 OMEN ■ ■ ■N ■I■■■ ■E No ■■ ■ ■ ■EN.1i ■ ■11 ■ ■. ■ ■ ■■ ■■ ■1111■■ 111■■■ 111■ 111■■ NIIINI■■■■ III ■I■■■■ ■ ■v■ ■■■I ■11S ■t ■ ■99 2 n.tSf/m■Slli ■ ■ ■1l ■■■■ ■N■Nil ■N`I *mine ■ ■ ■ ■ R ■■■N ■ ■N ■■ :. :... ■SS•: _!SESiii:SN111 ■VIII ■!■■ ■t■ SIN_ ■_� ■ ■II ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■SN�1a ■ ■ ■ ■ ■■iaNZ ■ ■ ■ ■ ■ ■ �lalMi�■ ■ ■ ■ ■ ■7 ■_■_■ ■ ■� ■ ■ ■11 ■ !_�I• ■SS ■■lu�!�a ■N ■ ■ ■�!:■SN ■NN ■NE ■N■ ■ ■ ■■ ■■■ ■ r ■■©IIENE� -.._ ■111 ■_CSIIII:h111!= ��ii 111 ■ ■II!il.:z...• ■ ENE■„ ' ■E■II 'I,!11 ■II ■NN ■11 ■OMEN ■ ■NN ■ ■N ■ ■ ■N■ ■S■■■ ■ ■ENEE ■S■ NEE■ ■E ■ENE ■1■ ■N ■N ■ - ■ MEMO ■ ■ ■ ■ ■ NEIi ■ ■ ■S ■N ■ ■ ■ ■N4 ■NiEN ■ ■ ■ENE■ ■ ■N ■ ■N ■ ■N ■ ■N ■■ t! N■ ■�SSSII Ro-_' �F. ■ ■■n ■SSSi1N ■■ ■■■I ■� ■ ■■ip�.:� " ■ UI' ji��■MEN ��■ - - -- ■WHERE, E■ E\ ■■■ �11N NONE ■NN ■ S■■■■ ■ ■EN■E S■■■■■■■■■■■ ■■■ ■D ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ES ■1y ■ ■ ■ ■ ■ ■ ■ ■ ■S■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■ 11611 l ■■■■■■■ MONSOON ■■■■■■■■■ ■ ■IlA ■ ■ ■ ■ ■ ■N ■ES ■ ■ ■ ■NE ■■ ■Mr- N ■ci 3]■■■■■■■■■■ OEM ENENNEE ■■E S■■■■■ ■■ NEE EL IE■■■■■■■ ■ENNE ■ENE■ N■ m■■■■■■■■■■■■■■■■■ ■ ■iE MEN NENMEMO ■ ONE EE■ N■■■■ SEEN ■ ■ ■■ ■ ■N ■■N ■EN ■, ■NHS ■ ■ KIMENES■■uNN■N■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■t ■IfIEENEN ■ ■ ■■■NNNNN ■ ■NN ■NNEN ■■ ■■ ■ZONE OdomN■■ EE ■ ■ ■ N■■■■■■■■■■ ■ ■■ ENE■■ ONE f, 1ENNENNNNENNNNN N■ CSEs am aS■■■■■■■■ ■ ■NN N ■ NONE N■■■■■■■ NENE NE■ NNE E■■■ ■NNN ■ ■■ ■■■■■NCNN■ ■■■ ■ ■NNN ■■■ ■N■N■ ■E■ • • i■■ Ny■■■■■■■■ EN■■■■■■■■■® e�e�iG3S■■■ S■■■■■■■■ N■■■ N■■■■ NN■■ ■NN ■NS■ ■IiS■■ ■DE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■EN ■EN No S■■■■■■ IN NE■ E■■■■ E■■■■■■ SS■■ S■ N■■■■■■■ E■■■ EN■■■■■■■ ■ ■ ■ N■■ NONE ..... ■ ■■■ ■..... ■SEE ■S■ ■ ■ .................. ■ ■EN ■ ■N ■N ■ ■NN ■EN ■N■ on . ■MASS■ ■! S■■ E■■■■■■■ ■ ■ ■ ■ ■ ■ ■■■EE■ SENSE ■MEN■■S ■■■■■■■■■■■ ■ ■ ■■ ■ESN N MEN ■ ■ ■■ ■ ■N N■■■ ■ ■ ■ N■■ ■ ■ N■■ ■ ■ ■ ■ ■ S■ N■■■ NONE ■ ■ ■NN■■ ■ ■ ■N ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■MESON - SAONE .....ON ME ■ ■.N. ■ ■ .............Gds,rC■L > �T[ 5�..SEEM .. MESON ..................■..■. I CBoom ■ N■ N■■ N■ N■■ N■■ ■NN■N■■■■ ■ ■ ■ ■ ■NN ■ MEMO NONE ...............N........ 0 ............. ■SIGNS ........... 1111......... SOMME ■ ■N ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■N ■ ■S ■ ■ ■N ■ ■SS .Nit- ■■ ■Ia ■■ ■ ■e ■!a■ ■■ 111 ■■ ■N!!N ■HEROME e■ ■N ■M■■ ■■e ■N■■eN■ ■■!'NN ■ ■!'■N■■ ■■ • on IR N■ 0 F9 IN pi lti 0 ■N ■f■ti ■ ■ ■A■i ■!a■ Gi ■ ■ ■End N■ ■NERd migm ■ ■mF3N ■ ■■ OEM Ski■ N■ Ei ■E N41 ■G1EiNN ■G9I I bins Pi IN 15111 7EiN SUS' I9■ NNG7MNE G1N ■ ■EytINN ■F�7F3NNNC7E�EENG9FiNNEN ■Ht� ■NSU1Lf+ NE _ • 1210 ■■■ dBN■■ dBEN■ d8 ■E ■C>r1® ■ ■ ■G11 ® ■ ■Ed ® ■ ■ ■r1®■■■ 611®■ E■ dB■ ENC1®■■■ d8■■ Ntv !® ■NNCi ®N ■ ■Cv! ®NNEd ®N ■NCv1 ®N ■ ■E _ ROAD A HORZ. -V =50' VERT. -1 " =5' STEP SEWER ROAD D I TABLE 1441- TYPE STATION OFFSET MI5C. ORS JEJ 5T 5E 19 +45.00 ROAD G SEE DETAIL 7- 1 2 f 1 - 4" X 2" TEE ROAD L 5.00' LT THRUST BLOCKING 1 - 4"x 2" REDUCER , 99TH AVE. 515 ROAD F 22+ 5-00 _I m TEMPORARY Q i O N 59TH WAY O p O I <� p TING DIVI51 NS 3 14 r IOOTH AVE. ROB E a5 O . O U Sri L ROAD C TAHOMA BLVD. FUTURE TANOMA TERRA FU1U MULTI - FAMILY DI 151ON5 7 6 8 MASTER PLANNED COMMUNITY KEY MAP N.T.5. 5EC.24. T 1 7N. R i L. W.M. STEP SEWER FITTING TABLE ITEM TYPE STATION OFFSET MI5C. 4A I - AIR RELEASE ASSEMBLY 19 +45.00 1 7.00' LT SEE DETAIL 7- 1 2 5 1 - 4" X 2" TEE 20 +50.65 5.00' LT THRUST BLOCKING 1 - 4"x 2" REDUCER 2 - 2" GATE VALVES 515 END OF LINE CLEANOUT 22+ 5-00 _I 60.00 Lt TEMPORARY STEP SEWER SERVICE BOX SCHEDULE LOT # STATION OFF5ET TYPE 270 -271 19 +25.87 2 1 .00' RT DOUBLE 317 19 +42.04 17.00 LT SINGLE 318 19 +80.00 17.00' LT SINGLE 3 9 -320 20 +45.05 21 .00' LT DOUBLE 32 I -322 21 +45.06 2 1.00- LT DOUBLE NOTES: I. REFERENCE DRAWING U -2 FOR S.T.E.P. DETAILS AND THRUST BLOCKING REQUIREMENTS. 2. MAINTAIN I O' HORIZONTAL SPACING BETWEEN WATER AND S.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER POSTS WHENEVER VALVES OR BLOWOFF5 ARE LOCATED IN UNPAVED AREAS. 4. ALL JOINTS ARE TO BE GASKETED. 5. ALL JOINTS ARE TO BE PVC OR EPDXY COATED. G. 5.T.E.P. MAINS SHALL HAVE CO" MIN. COVER IN PUBLIC R.O.W. AND EASEMENTS. HORIZONTAL CONTROL: Z WASHINGTON STATE PLANE. VERTICAL DATUM SOUTH ZONE PER TCHPN 0 50 700 NGVD 29 t THUR5TON COUNTY HIGH PER THURSTON PRECISION NETWORK SCALE COUNTY HIGH PRECISION NETWORK CE ROAD A- STA 1 5 +85. 1 G CE ROAD E - 5TA 120 +00.00 ROAD A 5EE DWG 5 -1 ROAD H .......rrne�Mw ■■■ 5EE DWG 5 -5 STATION 5,., o, �28,T28 C� ROAD E -STA 122 +56.03 Cr ROAD h -STA 180 +00.00 ROAD E NOTE: NO SEWER IMPROVEMENTS WITHIN ROAD E SEC.23, T17N, R1 E, W.M. I � ,m lT) Z O Z F W I In J X Q 1w CE ROAD E - 5TA 124 +77.57 _ .......rrne�Mw ■■■ ■E■■t�FJIPd11111.!l STATION OFFSET MISC. wEr_ SOME■■ n=------------------------- VERTICAL DATUM E■■■■■■ 14 E■■O■■■■■■■■■■■■■■■ t 0 50 loo PER THURSTON THUR5TON COUNTY HIGH ��_------- PRECISION NETWORK ■ ■■■ I PRECI5ION NETWORK ■M■ ■E ■Oi .,. - Iwffi■■ - -- M■■■■■MEM:1 N ZENON ■EM■■ ■E■■ ■EE■■■■■ ■O ■ NEON ■■■■■■■■■■ ■I■R1i■■■■ ■■■■E■■■ ■E�.�:!ILR ■flW�fi■IFi ■ i�r'I ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■E ■ ■ ■ ■E■■■■■■ ■■ ■OMEN ■Fai © ■E■ n■1ll Mull ■ikfP:'! ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ MEMO ■ ■ ■ NONE ■1+ 90■■■ -• ■■ ■M ■N■■ ■EM■ ■"h ■■d ®N■ MEN Ofd ■ l■ l�, JI_ 1• rIE■■ EE ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■E ■ ■ ■ ■■E ■ ■ ■l^■ IMF ■■ '• N■EG31EM ■ ■AE■Nap ■11�■■■ CIE■■ MSE■■ M■■ ■M■■■■■■ ■ ■■EMEE■■■■ ■ ■ ■ WOMEN ■bIO "E[ 711 ■E ■C7 ■ I] I" ■ ■ ■�I►� ■ ■ ■E ■ ■ ■EE ■ ■O ■ ■E ■ ■ ■ ■O ■ ■ ■O MEN E NONE E 'TINA. ■N■ ■ ■ ©CiIM�+MIJ ■EMEI� ��I �E ■E�11� ■ ■■■E ■■■ ■FEE ■FEE ■EEEE ■ ■■■ ■ ■E■ ■��O�l(I ■■E I■M E ■011101E■i A■■ ■1511313 H■■■R d li■■■■■■■■E■■■■■■■ ■ MEMO ■NOR NFw Niiil�Il�Alil ■ ■ ■■ ■ ■F�7NIGSEId D ■ ■ ■1'i1 vNIi7EE■ �Isa■■■■■■ E■■■ MEEM■■■■■ ■■ ■ ■■ ENO N�V1�irP:111!I ■31 ■IJE■■ n ■L2 ■I>�2Mi111 MMM • M" I"■■ E�JIE■ ■ ■■■ ■ ■■ ■ ■salsm ■E■■■■■■■E■ ■■111 1 •• a11■NOME ■■■O,O ■m■■ ■ ■E■fflih ■■E [WOMEN E ■ ■ ■E ■■ ItO ■ ■ ■ ■ ■ ■ ■E ■EE ■ ■■ ■ ■ ■■■ ■ ■E11� ■■E]I;E ■ ■�!�Il•f� ■ ■i[]GSE ■EE ■■ :• ■■ ■M■ ■E■ ■M■MM ■t■ ■■■■■ ■■■■■ ■■ ■21■■■■ IEEE ■■ I■ NINE■■■■■■■■■ EM■■■■■■ EEMIEM31 MdE■ 'OE ■ ■ ■ ■ ■ ■EE ■ ■ ■EI!EM ■ ■M3E111111114110111 :• EE■■ ME�� !E ■ ■ ■ ■ MIEN ■ ■ ■I■■ ■ME ■ ■ ■ ■ ■ENAP WIM■■■r■1M IMERIM511E ■ ■EIf1011141lIM■ ■■■■■ E■■ tE�i��VEP ■■ ■ ■ ■E■■Ei1'1zMMM ■AIM ■ ■ SEEN M+IPE ■ ■E+IREFAAEN ■■■■■■ NMI ■■■■s■■■ 0 Em WOMEN N■■■ ■lUNM ■OR 1111JGIGIM ■■ N■■■ NMI ■■■■■ NONE ■ M■EOiim- E ■ ■ ■ ■11 ■E■■■ /IMMM -ZMM -3 iIE■NER Na ■■■■ M ■ NMI ■■■ ■ ■ ■ NEE ■■■ ■ ■ NONE ■i ■ ■ ■ ■ ■■'91■■ ■ Val EON 0 ■ ■ ■ ■ ■■ ■ ■■I■ SEEN EENE ■ ■ ■ ■ ■M ■E ■ ■EE ■ ■EnC��U ■II ■ ■ ■ ■EE ■Ells■ ■Ell ■rrNr■ 1111 ■■■■■■■ blimmi■.: MM ..M :�MOEE■E■■EE ■mEEI■■r1■MEE.. !�11 ■ ■ ■ ■11 ■I ■ ■■■ ■E■ ■E ■1■■■■■ ■ ■E■\ Iii: ia MIII ■EI ■ ■MOOEO ■ ■ ■EOiiromm —M kiII!oE■ • ■EE ■■■■■■■■■ I■■ ■E ■ ■E ■ ■ ■ ■ ■ ■ ■OMMMEM \ ■ ■ ■11iGMl ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■EMM ■ ■IEG1!!!!!1■ • ■■■■■■■■■I ■ ■■ ■SEE ■ ■E ■ ■ ■ ■ ■ ■ ■ ■■ iii:•' E�1iiil '.:I ■ ■ ■ ■■■■ Ems ■■ ■■■■■n■unEOM■ ■■■■■■■ E■ I■■■■■ E■■■ EE■■■■■■■■■■ EO IIGiilmE! I! 1�19iMEN—M ■ ■ ■ ■ ■ ■_ ■ ■ ■III%i "��■ ■ MM■■■■■■ I■ MEN ■MEN E■■■ EM■■■■ i •N ■ ■EMI!IMMiMMM ■MCE= ii. ■_ ■Eo■I! �iiusMMl■ ■■■■■■■■■I■■■■I!so M■■ ■■E■■■' NI!�I!!�I::CiiiiMO III! EM■ MCiiiiMOEOE ■DOFF ■ ■iiimmEMMMECCC:ii■g ■ ■eOu:�i�i Viso on ■111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■a1JO ■mon ■ ■■E ■ UNSEEN ■ ■ ■ ■ ■ ■EE■■ ■EM ■MM■i■■ - ■■■■■■■■ ■ ■ ■ ■ ■■Gd•in[■eM1I1rims o6OM E■■■■ E■■ M E■■■■■■■■ ■■ FEE■■■■■ ■■■■■ SOMME ■ ■E SEE ■ ■M ■M■■■N■J■■■■ SEE IN ■ ■ ■E ■ ■O ■ ■ ■O MEN ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■■ ■A■■ ■EEO ■ ■R ■ ■■.IEEN� ■■I ■■ E■■■ ■ E■■■■ EEYF�■■■■1 mmmoE! I. 1 r' lM■■ ■ MEN EW�EE■ la ■ ■ ■ ■e 9C1■■■ ■E ■ ■I,ME 8ti ■ ■EA ■EBtiE ■ ■ ■ ■ ■"IMME ■9t•1 ■ ■ ■BGiEEE9ti MEEE ■ ■E L•i■ ■■■ ®:::d :::M ®::No Ill � ®0 omwoom us :too ME -• � ::::d ®:::d 0 • • •• • • •• • •• • •• • •• • •• ROAD E HORZ. -V =50' VERT. -1" =5' STEP SEWER FITTING TABLE ITEM TYPE STATION OFFSET MISC. # VERTICAL DATUM 50UTH ZONE PER TCHPN 14 1 SEE DWG 5 -5 NOTES: I . REFERENCE DRAWING U -2 FOR 5.T.E.P. DETAILS AND THRUST BLOCKING REQUIREMENTS. 2. MAINTAIN I O' HORIZONTAL SPACING BETWEEN WATER AND 5.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER POSTS WHENEVER VALVES OR BLOWOFFS ARE LOCATED IN UNPAVED AREAS. 4. ALL JOINTS ARE TO BE GA5KETED. 5. ALL JOINTS ARE TO BE PVC OR EPDXY COATED. G. 5.T.E.P. MAINS SHALL HAVE GO" MIN. COVER IN PUBLIC R.O.W. AND EASEMENTS. N I HORIZONTAL CONTROL: WA5HINGTON STATE PLANE, 1 VERTICAL DATUM 50UTH ZONE PER TCHPN NGVD 29 t 0 50 loo PER THURSTON THUR5TON COUNTY HIGH COUNTY HIGH PRECISION NETWORK SCALE I PRECI5ION NETWORK 4 i i SEC.23, T17N, R1 E, W.M. CL ROAD A - 5TA 20 +55.73 LOT # CE ROAD F - 5TA 142 +%.03 TYPE STATION C� ROAD F - 5TA 140 +00.00 M15C. CL ROAD H - 5TA 184 +70.57 J��1 ST. SE ROAD G j 230 231 232 233 234 235 236 237 238 239 240 Z a USE t I( 'MEN 5.00' RT JO � m 4 REMOVE EXISTING 45° BENDS � W U1 Fro � - -- - - -- CONNECT TO EX15TING < 77 I _ -• ..... .. •. ",. � 1 -.... ___. ' _.. •.. •. d i 5AWCUT AND RESTORE PER CITY 16 ■ O� - - 1 p OF YELM DETAIL 7 -3 ON DWG R -8 2" 2" STEPP - - O J Z ■■ ■ ■ ■ ■ ■ ■ ■ - - -- - -- - -- -- - - - -- -- - - - -- ■ ■ ■ ■ &I - - 269 \ 268 1 1 I 259 241 ij w �.• 13 ,J � I 3 I ■ ■ ■■■■ ■ ■11�llllli■ iiN: I I iii` ililb± i■ rl!Ii�ilii I I 1 I II I I I CL ROAD F - 5TA 144 +76.53 1 I� I�L. E .I ■ ■ I- R/W� _'G. 56' M ■ ■ ■ ■ ■ ■ MEN ROAD A ROAD H N.T.S. 5EC.24, T 17N. R I E, W.M. ■ ■ ■ ■ 5EE DWG 5 -2 5EE DWG 5 -5 ■ ■■ ' ROAD F ■ ■■ !Nl!IM9■ ROAD F HORZ. -1" = 50' VERT. -1" = 5' ROAD D LOT # ITEM TYPE STATION OFF5ET M15C. qF J��1 ST. SE ROAD G 5.00' LT THRUST BLOCKING 7_4; 4" x 2" REDUCER -a3 USE I - 2" TEE 'MEN 5.00' RT 1 99TH AVE. I 1 7 REMOVE EXISTING 45° BENDS � 5.00' RT ROAD F I I - 2" TEE GATE VALVES CONNECT TO EX15TING < 99TH WAY I TIN MEN !■■WF-wl16'i''Ti III DIV1511 WFLI' ■ I ROAD a O an ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1hr'!i ■�! . CH■■■ ■ ■■ ■ ■ ■■■■ ■ ■11�llllli■ iiN: IIti�I: Nil iii` ililb± i■ rl!Ii�ilii �1�■■■■■■ ■ ■ ■ ■ ■ ■IMI41!i'yili III�I! �4iIF��4�iilifilli� l�I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEN ■ ■ NEE N.T.S. 5EC.24, T 17N. R I E, W.M. ■ ■ ■ ■ ■NEVN ■ ■■ ' ■ ■! ■■■■■■■■■!! ■ ■■ !Nl!IM9■ 1111 / ■ ■! ■ ■ ■ ■ ■! ■:r!_1 nill:. ry.■■■ ■ ■ ■! ■ ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■6!i111 ■ ■■ Q11■ i■■!■■■■■ 1A■ r�l■ 0■ n■■ ■■■■■■ ■■■ ■■■■ ■ MEMO ■■■ ■■IdGII■■■ MYi1■■■ ■■ ■■:sI ■ ■■EM ■■■Baca■■■ . MM■ MMMM■■■ cal !■ ■■■■ M■ ■ ■aa ®■■■ ■■ dal ■ ■■■■ ■■■■ ■■ ■■■■ ■ ■I.�wMAAPPON ■o■■■ alt ll" m■■■ ■ ■ ■■■ ■ ■ ■ ■ ■My!1h�f,�IM� ■L9■■� ■■■ ■■►: 4� ■J■lyt5■■■Mt�i■■■ ■■■■ ■M[7■■■■■ E] Iitl MEN ■■ ■11■ ■M■7■ ■■■■■■■ ■■■■�le�O ll■ ■U ■■■ • ■■ ■ ©7fl �71■r E7iF�MN■■■ all ■ ■■ f�lll■■■■■■■■ FBI■■■■■ E MEN l l!■!■■ ■]B ■MEd ■LIME■ -. ■ oLilscumm■■■ eI; I SEE ■■■■ MM AE■■ MMl 91ML>! 11© LI ■M ■E ■ ■ ■E ■IIIAMMEM ■ ■■ ■Fd31 ■El tad ■ ■■ GSMMEMO ■SEEM HI MMEMANNEIaE■■ ■ ©�� ■t� ■E� ■ ■ ■ ■l3 ■E ■ ■ ■! ■ ■ ■k'd ■ ■MM ■ ■a31 ■IIFJ Ill ■Er��G[Z�Q ■ ■l�7f / ■ ■ ■�Iltlll I�:71aEME ■■ ■ ■MM ■ ■EIIMPHId;; MHEMM■■ ■ ■ ■!71 / ■ ■EJIM NE1400M ■■■■■ ��■■■■■■ ��Cy�!�: ��:.: ��!! �El l■ E■■!■ �■ IIICI� >�l[= ■ ■;jIM ■ / ■;il ■E1l�l7H ■E■ ■!■■ GMa. 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M _111,101111 ll■ l■ 1' I�II IIIIIIIIIII ®�II°��a Mo-!!11111 : HIM N1 . ■LOW- MMENEMME■■ ■ ■■ ■ ■■ ■G ■E ■� I � ■ ■... ■.■�m1✓tiii i■ E■■■■ 11■■ M® ai��■ i7EE■■■■ MM■■■■ E■ ■ ■ ■E ■ ■ ■M ■■ ■E■ ■M■ ■! ■ ■ ■ ■E ■t_J1■ ■M ■ M■■■■■ 1LdT� ^JILL�ar�E■ ■■■■■s■ ■I01�C mirsiu-M ■ ■■■■■■■■■ ■ ■■M■■MM■ ■ELI ■ ■E • • ■ ■■ HEM ■■a�i�E�r'.L EE■■M■ME ■■■IIGL�iRMEE!1 ENE ■ ■M■■■M■■■ ■ ■■■■ ■ ■Y13Eimam ■E ■■■■■■ ■ ■i1F�L11111r17ifall;l ■ ■ ■E ■ ■E ■■ 1111 ■E ■ ■ ■EE ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ME ■ mom ■ ■ ■MEN ■ ■ ■M M ■SLIM■■ ■ ■W■■■ ■ ■ ■ ■M■■ ■ ■ ■ ■EM■■■ HEM`■■■ FIE /E ■■MREE ■ ■■ ■■■ ■ E/■ ■nE ■E■ EMYk■■■■ "REM MMEM ■M 4+ ■■ ■E■ OMEN ■■■MME■■ EIRE ■ ■F?7C ■ ■ER[ ■ ■ ■M ■H■ ■E ��■MH�■tMMOHMEN CIIICd1111d1111d11CCWEENOWEEMEM ROAD F HORZ. -1" = 50' VERT. -1" = 5' ROAD D LOT # ITEM TYPE STATION OFF5ET M15C. qF J��1 ST. SE ROAD G 5.00' LT THRUST BLOCKING 7_4; 4" x 2" REDUCER -a3 16 I - 2" TEE 142 +50.95 5.00' RT 1 99TH AVE. I 1 7 REMOVE EXISTING 45° BENDS � 5.00' RT ROAD F I I - 2" TEE GATE VALVES CONNECT TO EX15TING < 99TH WAY I TIN D O I III DIV1511 r N I OOTN AVE. I ROAD a O O D I TA110MA BLVD. FUTURE TMOMA TERRA FUTU MULTI - FAMILY DI 1510N 7 { B MASTER PLANNED COMMUNITY KEY MAP N.T.S. 5EC.24, T 17N. R I E, W.M. STEP SEWER FITTING TABLE LOT # ITEM TYPE STATION OFF5ET M15C. 5 I - 4" X 2" TEE 20 +50.65 5.00' LT THRUST BLOCKING 7_4; 4" x 2" REDUCER 2 - 2" GATE VALVES 16 I - 2" TEE 142 +50.95 5.00' RT THRUST BLOCKING 2 - 2" GATE VALVES 1 7 REMOVE EXISTING 45° BENDS 145 +06.90 5.00' RT THRUST BLOCKING. COORDINATE CUT -IN a SHUT DOWN WITH CITY OF YELM I - 2" TEE GATE VALVES CONNECT TO EX15TING STEP SEWER SERVICE BOX SCHEDULE LOT # STATION OFFSET TYPE 230 140 +45.00 25.75' LT I SINGLE 231 -232 141+20.43 25.75' LT DOUBLE 233 -234 142 +00.44 25.75' LT DOUBLE 235 -236 142 +80.44 25.75' LT DOUBLE 237 -238 143 +60.45 25.75' LT DOUBLE 239 -240 144 +40.46 25.75' LT DOUBLE NOTES: 1. REFERENCE DRAWING U -2 FOR S.T.E.P. DETAILS AND THRUST BLOCKING REQUIREMENTS. 2. MAINTAIN I O' HORIZONTAL SPACING BETWEEN WATER AND S.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER POSTS WHENEVER VALVES OR BLOWOFFS ARE LOCATED IN UNPAVED AREAS. 4. ALL JOINTS ARE TO BE GASKETED. 5. ALL JOINTS ARE TO BE PVC OR EPDXY COATED. G. 5.T.E.P. MAINS SHALL HAVE 60" MIN. COVER IN PUBLIC R.O.W. AND EASEMENTS. N HORIZONTAL CONTROL: WASHINGTON STATE PLANE, 0 50 100 VERTICAL DATUM NGVD 29 PER THURSTON COUNTY HIGH SOUTH ZONE PER TCHPN t THURSTON COUNTY HIGH PRECISION NETWORK SCALE 1 PREC15ION NETWORK 3 Y Cp ROAD H - 5TA 180 +00.00 CE ROAD E - 5TA 1 22 +56.03 ROAD E 5EE DWG 5 -3 W SEC.23, T1 7N, R1 E, W.M. ROAD F ROAD H 5EE DWG 5 -4 CL ROAD H - 5TA 184 +70.57 SE ROAD F - 5TA 142 +56.03 ROAD H HORZ.- 1 " =50' VERT. -1 " =5' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ TYPE STATION OFF5ET Zk 5T.5 END OF LINE CLEANOUT 180 +39.00 5.00' RT THRUST BLOCKING 1 - 2" TEE Q 99TH AVE. THRUST BLOCKING ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■m ■ ■ ■ ■ ■ ■ ■ ■m ■ ■ ■ i�� ■ ■ ■ ■ ■ ■■ _ ■■■■■■■■■■■■■■■■■■ o I SINGLE t I OA BLVD. 25.50' LT SINGLE 2G2 -2G3 FUTURE TAHOMA TERRA 25.50' LT DOUBLE B MULTI- FAMILY MA5TER PLANNED 21 .00' LT SINGLE 2G5 COMMUNITY 21 .00' LT SINGLE KEY MAP 183+39.88 25.50' LT 7. T.5. 5EC.24, T17N, RI E. W. M. 2G8 184 +30.00 27.00' LT I SINGLE ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■sWil�illl� ■!!ii ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■E11►i"711�lf?E■1m ■ ■ ■ ■ ■ ■■ -• ■ ■ ■ ■ ■ ■ ■Y!�o�■ CGS■■■ s■■■■■■■■■■■■■■■ tll�■■■ riiE3 ■ ■ ■ ■ ■ ■k�t'3 ■ ■ ■MI'y ■� ■I�� ■■ -• ■ ■ ■ ■ ■■ ■ sY ■ilsEiiE3t!A ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ GIG ■ ■ ■sI ■ ■ ■ ■■■ommms ■EIII ■� I ■■ ■ ■ ■ ■iiN! ■ ■mtl ■ ■ ■8■lm::tfaE:■3�■■ I■ ■■■■■■■■' if!fllftlCk ■■■■■■■■■■■■■■■■■■■■■■ IGt■■■t �If1E ■ ■ ■ ■ ■ ■mm ■ ■ ■FJL'J ■;ilAlitffis ■■■! 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N MMMMMMMMMmmmM HE EMMONS ■ ■ ■ ■■wnwoo ■ ■!7m■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEN ■111■■■■■■■■ m■■ ■o■ ■v ■m■■m ■mossmo-!i� / ■ ■ ■ ■ ■ ■! \ ■ ■■ 111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■111■■■■■■■■ ■ ROME ■■■■ Eaeeomri■ ■11 ■ ■■■E ■•!.:%ii..s ■ ■:��J ■Ills ■■■ ■smoo ■■■ ■s ■ ■o ■tl ■ ■ ■N ■■ &,ice ■�� /sso ■ ■o ■■ ■s ■■■■ ■ ■s■■ sa■ llIIIt ■■ l! ■!■BaI c■!■ wi:■Mli/ M�■■■ ■ 0 m■ m■ i■ m■■■o■omsmiPi m■ m's■ o■ m MEN ■ t 11113i 11!3ii ■ ■ ■mmmmmm! moms eii■ ■m■ ■11m■■ ■m■■■ ■■ ■■ t ■ lis■■n■ i■ i !■!s '■:ice /{ ■ ■ ■ ■ ■ ■Illt:gtrsllf sr F1iiOs 1 �5i3tF� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■s ■ ■ ■ ■s ■ ■■■■■I:iia / ■ ■ ■mE -M MEMO z ■ ■ MEN ■ ■ ■ ■mm■ ■mm■■■■■■■ ■■ tt G■o■■riittti`ll lFl"ll! lI l■o i■ MEMO • o ■ ■ ■ o ■■�mm�s■ s mom s■ ■ ■■mss ■ ■m■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■ It■■■■ Iml■ NOME ■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ NEWSOME MMmmMmMMM MEN NONE ONEEN mmmmMMMMMMMMMM on ■■■ m■ It■■■ o■■■■■■■■■ m■ o■ o■■■■■■ ■ ONE ■ ONE ■s ■ ■ ■ ■ ■ ■ ■ ■os ■ ■ ■s ■ ■ ■ ■ ■ ■■ ■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■o ■o ammm ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■s ■s ■ ■ ■omoo■ ■ ■o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111■■ ■m■ ■mm■ ■ ■o■ ■ ■o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■s ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■!3 ■ ■ ■ ■R! ■ ■ ■ ■e ■ ■ ■ ■!! ■ ■■ YES■■■■ e■ ■ ■ ■t! ■ ■ ■ ■!a ■ ■ ■ ■!� ■ ■ ■ ■!t ■ ■ ■ ■ ■ ■ ■■ ■■■■■■ Flti■■■ I�It■ ■ ■f�l3s ■sf1G'1 ■ ■oflG] ■m ■f�Gf ■ ■■ tats ■ ■mFIL"•1 ■ ■ ■13tt ■ ■ ■1iC1 ■ ■ ■ ■ ■ ■ ■■ -• ■■■■■■ 19f�■■■ IJFFI■■■ 1; 9F�■■■ 19F�■ s■ 6,' 71+ J■■■ t7ltms■ C9F� ■ ■ ■G1F� ■s ■G!lf�o ■stilto ■ ■ ■os ■■ _ • ■■■■■■ t;< iB■■■ Cv'l®■■■ I�®■■■ t; 3®■■■ tvi®■■■ M®■ o ■r1B ■ ■ ■rf ® ■o ■r1 ® ■ ■ ■Cf ® ■ ■ ■ ■ ■ ■ ■■ 710A INS • :• • i •• i • i •• : • : •• : • :' •• :' • i •• ROAD H HORZ.- 1 " =50' VERT. -1 " =5' STEP SEWER FITTING TABLE ITEM TYPE STATION OFF5ET Zk 5T.5 END OF LINE CLEANOUT 180 +39.00 5.00' RT THRUST BLOCKING 1 - 2" TEE Q 99TH AVE. THRUST BLOCKING 2 - 2" GATE VALVES 255 182 +47.67 99TH WAY SINGLE EXI TING 21 .00' RT SINGLE 1 DIV151 5344 r IOOTH AVE. 184 +30.00 27.00' RT SINGLE 2GO o I SINGLE t I OA BLVD. 25.50' LT SINGLE 2G2 -2G3 FUTURE TAHOMA TERRA 25.50' LT DOUBLE B MULTI- FAMILY MA5TER PLANNED 21 .00' LT SINGLE 2G5 COMMUNITY 21 .00' LT SINGLE KEY MAP 183+39.88 25.50' LT 7. T.5. 5EC.24, T17N, RI E. W. M. STEP SEWER FITTING TABLE ITEM TYPE STATION OFF5ET M15C. 14 END OF LINE CLEANOUT 180 +39.00 5.00' RT THRUST BLOCKING 6 - 2" TEE 142 +50.95 5.00' RT THRUST BLOCKING 2 - 2" GATE VALVES STEP SEWER SERVICE BOX SCHEDULE LOT # STATION OFFSET TYPE 251 80 +45.00 27.00' RT SINGLE 252 180 +76.68 25.75' RT SINGLE 253 -254 181 +60.70 25.75' RT DOUBLE 255 182 +47.67 21 .00' RT SINGLE 25G 182 +G3.G7 21 .00' RT SINGLE 257 -258 183 +40.72 25.75' RT DOUBLE 259 184 +30.00 27.00' RT SINGLE 2GO )50+45.00 27.00' LT SINGLE 2G) 1 80 +86.85 25.50' LT SINGLE 2G2 -2G3 181 +09.86 25.50' LT DOUBLE 2G4 82 +46.87 21 .00' LT SINGLE 2G5 182 +62.87 21 .00' LT SINGLE 2GG -2G7 183+39.88 25.50' LT DOUBLE 2G8 184 +30.00 27.00' LT I SINGLE NOTES: 1. REFERENCE DRAWING U -2 FOR S.T.E.P. DETAILS AND THRUST BLOCKING REQUIREMENTS. 2. MAINTAIN I O' HORIZONTAL SPACING BETWEEN WATER AND S.T.E.P. MAINS MINIMUM. 3. PROVIDE AND INSTALL VALVE MARKER POSTS WHENEVER VALVES OR BLOWOFFS ARE LOCATED IN UNPAVED AREA5. 4. ALL JOINTS ARE TO BE GA5KETED. 5. ALL JOINTS ARE TO BE PVC OR EPDXY COATED. G. 5.T.E.P. MAINS SHALL HAVE GO" MIN. COVER IN PUBLIC R.O.W. AND EASEMENTS. HORIZONTAL CONTROL: — 7 L WASHINGTON STATE PLANE, VERTICAL DATUM SOUTH ZONE PER TCHPN 0 50 100 NGVD 29 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK SCALE COUNTY HIGH PREC1510N NETWORK 0 SEC.23, T1 7N, R1 E, W.M. APPRm1'D DS1A BOX LID - •M05,A1ES 8CF -1416 LID - •MIDSTATES BCr -1416 BCx' 'PRE ATE5 BCr -14168 6 CONCRETE 'OR PRE 4PPROYFD FWAI ca p 24' SERVCE SADDLE ROMAL 2025 OR RCCKIIELL 313 METER BOX ASTM A613 GRADE 60 FY= 6000P51 E z 1'. 1' FORD GRIP "NT CORPORATION STOP TWE I' POLYETHYLENE UNE 14. I' PLASTIC LWE (USE 200 PS COMMERCIAL CONCRETEPAD DR7 PHILLIPS CRISCO PIPE 5100 a z F n POLEH1nfN PIPE) M. ,I• CHEM VALVE - 8' 4" 16 ZY $LOPE TO BO% 24 TO EDGE R e0x ( IF OUTSIDE PAVED CURB • 12- CORPORATION STOP TYPE FB 11 1 RoJ AY, It GAUGE LVSULATEO COPPER , 12" TONING WIRE WRAPPED AROUND THE PIPE (SEE +ENERAL NOTES NO. 7) TOM BGI -444 BALL VALVE 1' IRON PP E FORD 861- 444 -G. CAP FORD VSH 72 -15W 5/B'. u 17t J "NT BY I P IHREA'J1 3/4' COPPER METER SE TER MIN CHECK VALVE AND BRA 55 BUSHMG t'XY'_.. UNION NUT AND SNIVEL FOR + \ / CONNECTING " IR"I HPE OR .,-12' BRASS NIP PLF SCUM CITY OF YELM. WASHINGTON t•. ,• FORD GRIP DEPT. OF PUBLIC WORKS Q vE JOIN, CORPORAlIQY SLOP TYPE FB 1101 5/8" SINGLE F�q A SER VICE SAOUIA METER SERVICE TRNC FLOW 250 NOTES; 1. REOUNW STAUNLESS STEEL INSERTS ApppO NL. NO. FOR ALL PACK JOINTS WATER CONNECTION HYDRANT OR pN0 GRIP. AND 2. ALL SERVICE SADDLES SHALL AND PUBLIC WORKS DIRECTOR DATE 116-1d ~rs fTrriecs SHALL HAVE op. THREADS- DES. am. CKD. DAIS APPROVED EQUAL ES JEG TP 4J2007 56Aa i E zwi •N>: s mo nzm SEC.23, T1 7N, R1 E, W.M. LID - •MIDSTATES BCr -1416 BOX- •MIDSTATES BLF -14168 6 CONCRETE OR PRE APPROVED EQUAL ca p 24' SERVICE SADDLE ROMAC 2025 OR 18' =I ROCKWELL 313 ASTM A613 GRADE 60 FY= 6000P51 1' . 1' FORD PACK JOINT OR GRIP W STOP r I �CORPORATION 3 I' POLYETHYLENE UNE BALL VALVE (CURB STOP) WITH PACK JO I METER I COMMERCIAL CONCRETEPAD 2% swPE To Box a z F n ,; ,I• CVRB METER - 8' 4" _ 14 GAUGE INSULATED COPPER TO HIT WIRE WRAPPED AROUND THE PIPE (SEE IF OUTSIDE PAVED GENERAL NOTES NO. 7) 12' I• x 1' FORD PACK JOINT CORPORATION STOP TYPE FB 11 1 RoJ AY, V 1" PLASTIC UNE (USE 20o LFORO VBH 72 -15W 5 /8'i 3 /1 PSI PHILLIPS DRISCO PI COPPER uETER SETTER WITH CHECK VALVE. UNION MVT _ 5100 POLYETHYLENE HPE) AND SNIVEL FOR CONNECTING TOM BGI -444 BALL VALVE 1' IRON PP E WRN PACK JOINT @ iEMALE -FORD U65 -4S BRANCH PIECE. OR EQUAL I.P. THREADS 7 1/2 WITH MALE I.P. INLET AND COUPLING FOR CONNECTIONS TO METER SETTER SERVICE SADDLE CITY OF YELM. WASHINGTON DEPT. OF PUBLIC WORKS 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL 5/811 DUAL Q vE PACK JOINTS AND GRIP. F�q A 2. ALL SERVICE SADDLES SHALL HAVE RUBBER METER SERVICE TRNC FLOW 250 GASKET AND I.P. THREADS. APPROVED JWG N0. WATER CONNECTION HYDRANT OR P11811C WSMNS "RECTOR DATE 6 —Z ~rs DES. DWI. CKD. DATE APPROVED EQUAL is JEG TP 4/2007 56Aa i E zwi •N>: s mo nzm !z 42" N. COVER LOCATE J WITH COVER NNa WIRE SEE NOTE 1. 2" DIA. BRASS mm DUCTILE 36" MIN. =r °p IRON PIPE THRUST BLOCK r" w H or 9 � \ CAP WITH 2 I.P. FLANGE (TYP) W w C mm OM SWING I I D O ,A JOINT AT BASE Of HYDRANT\\\ �fr Inc zn F4 My aN'- zn 7ACo v ;m ms _a °n �1 2" GATE VALVE SHALL BE EQUAL PIPE BEDDING TO WITH 2" SQUARE M S H STYLE 2" ABOVE PIPE O CT 4067 OR OPERATING NUT 8 BLOCK (COUNTER CLOCKWISE OPENING) EARTH SEE NOTE 2. CITY OF YLLM, WASHINGiON 1. VALVE BOX AND COVER SHALL BE PER DEPT. OF PUBLIC WORKS YELM VALVE BOX DETAIL 6 -11. C>. ^ ^ D Z-� y HASH r7 �o Av t0 O m IN THE FUTURE, THE VALVE WHICH y Im Z 60 1< ;Nxl ISO CAA AN r C M ^ SHALL T`•^ n=r in �„ A vs oD O~ CONCRETE THRUST BLOCK. PUBLIC WORKS DIRECTOR DATE 6-9 n D < o� ooNN> DATE E5 JEG <C rAmm N �� ... OT g> ND�N' v Cr n DO o m O SEC.23, T1 7N, R1 E, W.M. 16" I-r u METER SOX � 1 11' SINGLE METER BOX PLACEMENT_ 12• MAX. PROPERtt 2K aLOPC UN 24' TOTD EpOE B00r soot .1 1" 200P•1 12" 12 P,C. PIPE 16" METER 80X -+ PROPERTY PETER 80X CENTERED LIME i ON [%TENDED LOT LANE DUAL METER BOX PLACEMENT - -- 2K SLOPE TO BO% 2�0GE Oi BOX ,2. 1' 20 12' P. OVal a E. HPE �° 12' CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL METER PLACEMENT W /SIDEWALK APPRO Dec. No. \w PUBLIC WORKS DIRECTOR PATE 6_6 OES OWN. CND. DATE Es .LEG m 41` 2007 12" RECESSED HANDLE TYPE '. COVER 1 INLAND FOUNDRY 0248 3' x 3' x 4" 6 3 4 VALVE BOX WITH CLASS 3000 10" 8 3 /4" WATER" CAST IN LID CONCRETE PAD R OR DECO 910 i • 1 1 TRACER WIRE— SEAL WITH AR400OW ACP CSTC B. BALLAST-/ TA 0.5' CONCRETE CL 3000J INS I DE PAVED ROADWAY SECTION -10" OR 18' 6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. I,LJ, `VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED I I — (LENGTH VARIES) ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BOGY, `GATE VALVE SHOWN- SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REWIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED 7D RISER SHAFT. CITY OF YELM, WASHINGTON © 3J16" Thk x 5 1/5° OIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O 2 "X2 "X 3/16° SQUARE STRUCTURAL VALVE BOX STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. Dw0 NO. NOTE` PUBIC WWKS DIRECTOR DALE 6 -11 ALL WELDS 70 SHAFT SHALL BE 1/4" FILL ET WELD ALL AROUND. DES. owN. O(D. DATE Es JEC m 4/2007 Top vfew operating nul I xw I'Lfmlta of payment /-- Paint Hydrant Weather shlNtl Sun Yellow High and Hydronl Lock Grade Enamel Bonnet / 13312 I w threads 2 /2 "Hose connec Ith tion HYDRANT OFFSET z "Steamer connection - , with NST Ihnads See Ive box and 8 5' Siorz adapter Dive atom detatt- o I Style 5 -37 ./SC cap 6 -11 18 " -24" Ground To 1ul} Standpipe trench 6" Flanged tin depth 3' Mlnlmum — hydront lee Each Pip. Joint 6" /1106 EBAA Iron, 8. Inc. Msgalug 6" Class 52 ducltie Iron pipe <Dr to lanq+n B" gate valve, FL X MJ �--- Sea note below Vories 4 "xB "x16• concrete block LHydranl shed Back /ill to top of drain ring housing Plastic barrier balwean Dolls with 2" washed rock as shown thrust block and tee 6' x 6' sheet of 11 mil. plastic or con - No1s slrudion fabric, covering 2" washed rock Concrde thrust block 1. Hydrants shop be Ieeeled In cast- in -ploee against accordance with Section 8.060. tilling only In atldt}ion, o minimum three Poet radius obstncted working area shall be pro Yided around an hydrants. QTY OF YELM, WASH'.NGTON 2. Hydrants :hall be Dnas.r M @ H DEPT. OF PUBLIC WORKS Reliant style 929. Clow Medallion or American AVK Series 2780 or Mueller c ° "rN " °" FIRE HYDRANT 3. Cole volvn ehall be nalllent wedge NRS with D -ring cools. Vulva Ends shall be Mechanleol Jelnf by ANSI flanges. Volvos shop wnlarm to AWWA 509 -80. D.C. HD Volv.a obeli be Mueller M @H, Kennedy, l :w 6-7 LOOM R/W Or Wofirous Series SOD. PUBLIC WORKS DIRECTOR DATE 4. Firs Hydrant lock payment la required DES, DWN. CKD. DATE will order and install. E5 JEG TP 4/2DD7 4" SCHEDULE 40 STEEL OR '�jl �� W REINFORCED CONCRETE MARKER POST STAMPED WITH W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -- n: p Js CEMENT CONCRETE CLASS 300 1 SIDE FRONT VALVE MARKER POST 4" DOA. (6" DOA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4' DIAMETER SCHEDULE 20 STEEL POST FILLED ' WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS ' 2. PIPE TO RECEIVE ONE PRIME COAT ENAMEL (SAME COLOR ASR HYDRANTS „ SEE DETAIL 6 -7) � � I I 2 CITY OF YELM. WASHINGTON CEMENT CONCRETE v' ° CEPT. 0= PUBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL HYDRANT BOLLARD APlt-. DWG. No. PUBLIC WORKS ONiEtTpt DATE 6 - 12_ DES. DON. c %D. DATE E5 JEG TP 4/2007 0 N K ^ o • Q n 6 oN3 rY ?iaV y; 0 �s2 $fit ?Oa0 0 U� F 0 y 0 ro O U 1 O W � O J 3 m m W m d w o � V � m � O O F _ Z Z � � O u Z � J W � a=w Q a } LAN.. J W Q 0 U -1 SHEET 33 OF 37 LID - •MIDSTATES BCr -1416 BOX- •MIDSTATES BLF -14168 6 CONCRETE OR PRE APPROVED EQUAL /4 REBAR TO MEET SERVICE SADDLE ROMAC 2025 OR 18' =I ROCKWELL 313 ASTM A613 GRADE 60 FY= 6000P51 1' . 1' FORD PACK JOINT OR GRIP W STOP r I �CORPORATION 3 I' POLYETHYLENE UNE BALL VALVE (CURB STOP) WITH PACK JO I METER I COMMERCIAL CONCRETEPAD 2% swPE To Box 24" TO EDGE Of BOX CHECK VALVE CVRB METER - 8' 4" _ 14 GAUGE INSULATED COPPER TO HIT WIRE WRAPPED AROUND THE PIPE (SEE IF OUTSIDE PAVED GENERAL NOTES NO. 7) 12' I• x 1' FORD PACK JOINT CORPORATION STOP TYPE FB 11 1 RoJ AY, V 1" PLASTIC UNE (USE 20o LFORO VBH 72 -15W 5 /8'i 3 /1 PSI PHILLIPS DRISCO PI COPPER uETER SETTER WITH CHECK VALVE. UNION MVT _ 5100 POLYETHYLENE HPE) AND SNIVEL FOR CONNECTING TOM BGI -444 BALL VALVE 1' IRON PP E WRN PACK JOINT @ iEMALE -FORD U65 -4S BRANCH PIECE. OR EQUAL I.P. THREADS 7 1/2 WITH MALE I.P. INLET AND COUPLING FOR CONNECTIONS TO METER SETTER SERVICE SADDLE CITY OF YELM. WASHINGTON DEPT. OF PUBLIC WORKS 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL 5/811 DUAL PACK JOINTS AND GRIP. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER METER SERVICE TRNC FLOW 250 GASKET AND I.P. THREADS. APPROVED JWG N0. WATER CONNECTION HYDRANT OR P11811C WSMNS "RECTOR DATE 6 —Z DES. DWI. CKD. DATE APPROVED EQUAL is JEG TP 4/2007 16" I-r u METER SOX � 1 11' SINGLE METER BOX PLACEMENT_ 12• MAX. PROPERtt 2K aLOPC UN 24' TOTD EpOE B00r soot .1 1" 200P•1 12" 12 P,C. PIPE 16" METER 80X -+ PROPERTY PETER 80X CENTERED LIME i ON [%TENDED LOT LANE DUAL METER BOX PLACEMENT - -- 2K SLOPE TO BO% 2�0GE Oi BOX ,2. 1' 20 12' P. OVal a E. HPE �° 12' CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL METER PLACEMENT W /SIDEWALK APPRO Dec. No. \w PUBLIC WORKS DIRECTOR PATE 6_6 OES OWN. CND. DATE Es .LEG m 41` 2007 12" RECESSED HANDLE TYPE '. COVER 1 INLAND FOUNDRY 0248 3' x 3' x 4" 6 3 4 VALVE BOX WITH CLASS 3000 10" 8 3 /4" WATER" CAST IN LID CONCRETE PAD R OR DECO 910 i • 1 1 TRACER WIRE— SEAL WITH AR400OW ACP CSTC B. BALLAST-/ TA 0.5' CONCRETE CL 3000J INS I DE PAVED ROADWAY SECTION -10" OR 18' 6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. I,LJ, `VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED I I — (LENGTH VARIES) ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BOGY, `GATE VALVE SHOWN- SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REWIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED 7D RISER SHAFT. CITY OF YELM, WASHINGTON © 3J16" Thk x 5 1/5° OIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O 2 "X2 "X 3/16° SQUARE STRUCTURAL VALVE BOX STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. Dw0 NO. NOTE` PUBIC WWKS DIRECTOR DALE 6 -11 ALL WELDS 70 SHAFT SHALL BE 1/4" FILL ET WELD ALL AROUND. DES. owN. O(D. DATE Es JEC m 4/2007 Top vfew operating nul I xw I'Lfmlta of payment /-- Paint Hydrant Weather shlNtl Sun Yellow High and Hydronl Lock Grade Enamel Bonnet / 13312 I w threads 2 /2 "Hose connec Ith tion HYDRANT OFFSET z "Steamer connection - , with NST Ihnads See Ive box and 8 5' Siorz adapter Dive atom detatt- o I Style 5 -37 ./SC cap 6 -11 18 " -24" Ground To 1ul} Standpipe trench 6" Flanged tin depth 3' Mlnlmum — hydront lee Each Pip. Joint 6" /1106 EBAA Iron, 8. Inc. Msgalug 6" Class 52 ducltie Iron pipe <Dr to lanq+n B" gate valve, FL X MJ �--- Sea note below Vories 4 "xB "x16• concrete block LHydranl shed Back /ill to top of drain ring housing Plastic barrier balwean Dolls with 2" washed rock as shown thrust block and tee 6' x 6' sheet of 11 mil. plastic or con - No1s slrudion fabric, covering 2" washed rock Concrde thrust block 1. Hydrants shop be Ieeeled In cast- in -ploee against accordance with Section 8.060. tilling only In atldt}ion, o minimum three Poet radius obstncted working area shall be pro Yided around an hydrants. QTY OF YELM, WASH'.NGTON 2. Hydrants :hall be Dnas.r M @ H DEPT. OF PUBLIC WORKS Reliant style 929. Clow Medallion or American AVK Series 2780 or Mueller c ° "rN " °" FIRE HYDRANT 3. Cole volvn ehall be nalllent wedge NRS with D -ring cools. Vulva Ends shall be Mechanleol Jelnf by ANSI flanges. Volvos shop wnlarm to AWWA 509 -80. D.C. HD Volv.a obeli be Mueller M @H, Kennedy, l :w 6-7 LOOM R/W Or Wofirous Series SOD. PUBLIC WORKS DIRECTOR DATE 4. Firs Hydrant lock payment la required DES, DWN. CKD. DATE will order and install. E5 JEG TP 4/2DD7 4" SCHEDULE 40 STEEL OR '�jl �� W REINFORCED CONCRETE MARKER POST STAMPED WITH W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -- n: p Js CEMENT CONCRETE CLASS 300 1 SIDE FRONT VALVE MARKER POST 4" DOA. (6" DOA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4' DIAMETER SCHEDULE 20 STEEL POST FILLED ' WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS ' 2. PIPE TO RECEIVE ONE PRIME COAT ENAMEL (SAME COLOR ASR HYDRANTS „ SEE DETAIL 6 -7) � � I I 2 CITY OF YELM. WASHINGTON CEMENT CONCRETE v' ° CEPT. 0= PUBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL HYDRANT BOLLARD APlt-. DWG. No. PUBLIC WORKS ONiEtTpt DATE 6 - 12_ DES. DON. c %D. DATE E5 JEG TP 4/2007 0 N K ^ o • Q n 6 oN3 rY ?iaV y; 0 �s2 $fit ?Oa0 0 U� F 0 y 0 ro O U 1 O W � O J 3 m m W m d w o � V � m � O O F _ Z Z � � O u Z � J W � a=w Q a } LAN.. J W Q 0 U -1 SHEET 33 OF 37 1 BROOK SERIES 6 CONCRETE /4 REBAR TO MEET \ ASTM A613 GRADE 60 FY= 6000P51 COMMERCIAL CONCRETEPAD o - 8' 4" IF OUTSIDE PAVED RoJ AY, 1.3' PAVEMENT MIN METER 6 BOX TRNC FLOW 250 1 UPFCRLE /77 WATER CONNECTION HYDRANT OR 910 VB APPROVED EQUAL — VALVE BOX 42" N. COVER LOCATE J WITH COVER WIRE SEE NOTE 1. 2" DIA. BRASS 5' -0" DUCTILE 36" MIN. COMMERCIAL CONCRETE IRON PIPE THRUST BLOCK 2" THREADED CAP WITH 2 I.P. FLANGE (TYP) THREADED TAP SWING r ON ROCK ,A JOINT AT BASE Of HYDRANT\\\ ro / fOR DRAINAGE 2" OVA. BRASS / v \ �1 2" GATE VALVE SHALL BE EQUAL PIPE BEDDING TO WITH 2" SQUARE M S H STYLE 2" ABOVE PIPE THRUST 4067 OR OPERATING NUT UNDISTURBED BLOCK (COUNTER CLOCKWISE OPENING) EARTH SEE NOTE 2. CITY OF YLLM, WASHINGiON 1. VALVE BOX AND COVER SHALL BE PER DEPT. OF PUBLIC WORKS YELM VALVE BOX DETAIL 6 -11. 2. WATERWAINS WHICH WILL BE EXTENDED Z" QLOWOFF ASSEMBLY IN THE FUTURE, THE VALVE WHICH OPERATES THE BLOWOFF ASSEMBLY SHALL T`•^ BE THE SAME SIZE AND INSTALLED ON APPROTw THE MAINLINE AND PROVIDED WITH A Dwc. NO CONCRETE THRUST BLOCK. PUBLIC WORKS DIRECTOR DATE 6-9 DES. OWN. CND. DATE E5 JEG TP 4/2007 16" I-r u METER SOX � 1 11' SINGLE METER BOX PLACEMENT_ 12• MAX. PROPERtt 2K aLOPC UN 24' TOTD EpOE B00r soot .1 1" 200P•1 12" 12 P,C. PIPE 16" METER 80X -+ PROPERTY PETER 80X CENTERED LIME i ON [%TENDED LOT LANE DUAL METER BOX PLACEMENT - -- 2K SLOPE TO BO% 2�0GE Oi BOX ,2. 1' 20 12' P. OVal a E. HPE �° 12' CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL METER PLACEMENT W /SIDEWALK APPRO Dec. No. \w PUBLIC WORKS DIRECTOR PATE 6_6 OES OWN. CND. DATE Es .LEG m 41` 2007 12" RECESSED HANDLE TYPE '. COVER 1 INLAND FOUNDRY 0248 3' x 3' x 4" 6 3 4 VALVE BOX WITH CLASS 3000 10" 8 3 /4" WATER" CAST IN LID CONCRETE PAD R OR DECO 910 i • 1 1 TRACER WIRE— SEAL WITH AR400OW ACP CSTC B. BALLAST-/ TA 0.5' CONCRETE CL 3000J INS I DE PAVED ROADWAY SECTION -10" OR 18' 6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. I,LJ, `VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED I I — (LENGTH VARIES) ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BOGY, `GATE VALVE SHOWN- SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REWIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED 7D RISER SHAFT. CITY OF YELM, WASHINGTON © 3J16" Thk x 5 1/5° OIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O 2 "X2 "X 3/16° SQUARE STRUCTURAL VALVE BOX STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. Dw0 NO. NOTE` PUBIC WWKS DIRECTOR DALE 6 -11 ALL WELDS 70 SHAFT SHALL BE 1/4" FILL ET WELD ALL AROUND. DES. owN. O(D. DATE Es JEC m 4/2007 Top vfew operating nul I xw I'Lfmlta of payment /-- Paint Hydrant Weather shlNtl Sun Yellow High and Hydronl Lock Grade Enamel Bonnet / 13312 I w threads 2 /2 "Hose connec Ith tion HYDRANT OFFSET z "Steamer connection - , with NST Ihnads See Ive box and 8 5' Siorz adapter Dive atom detatt- o I Style 5 -37 ./SC cap 6 -11 18 " -24" Ground To 1ul} Standpipe trench 6" Flanged tin depth 3' Mlnlmum — hydront lee Each Pip. Joint 6" /1106 EBAA Iron, 8. Inc. Msgalug 6" Class 52 ducltie Iron pipe <Dr to lanq+n B" gate valve, FL X MJ �--- Sea note below Vories 4 "xB "x16• concrete block LHydranl shed Back /ill to top of drain ring housing Plastic barrier balwean Dolls with 2" washed rock as shown thrust block and tee 6' x 6' sheet of 11 mil. plastic or con - No1s slrudion fabric, covering 2" washed rock Concrde thrust block 1. Hydrants shop be Ieeeled In cast- in -ploee against accordance with Section 8.060. tilling only In atldt}ion, o minimum three Poet radius obstncted working area shall be pro Yided around an hydrants. QTY OF YELM, WASH'.NGTON 2. Hydrants :hall be Dnas.r M @ H DEPT. OF PUBLIC WORKS Reliant style 929. Clow Medallion or American AVK Series 2780 or Mueller c ° "rN " °" FIRE HYDRANT 3. Cole volvn ehall be nalllent wedge NRS with D -ring cools. Vulva Ends shall be Mechanleol Jelnf by ANSI flanges. Volvos shop wnlarm to AWWA 509 -80. D.C. HD Volv.a obeli be Mueller M @H, Kennedy, l :w 6-7 LOOM R/W Or Wofirous Series SOD. PUBLIC WORKS DIRECTOR DATE 4. Firs Hydrant lock payment la required DES, DWN. CKD. DATE will order and install. E5 JEG TP 4/2DD7 4" SCHEDULE 40 STEEL OR '�jl �� W REINFORCED CONCRETE MARKER POST STAMPED WITH W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -- n: p Js CEMENT CONCRETE CLASS 300 1 SIDE FRONT VALVE MARKER POST 4" DOA. (6" DOA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4' DIAMETER SCHEDULE 20 STEEL POST FILLED ' WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS ' 2. PIPE TO RECEIVE ONE PRIME COAT ENAMEL (SAME COLOR ASR HYDRANTS „ SEE DETAIL 6 -7) � � I I 2 CITY OF YELM. WASHINGTON CEMENT CONCRETE v' ° CEPT. 0= PUBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL HYDRANT BOLLARD APlt-. DWG. No. PUBLIC WORKS ONiEtTpt DATE 6 - 12_ DES. DON. c %D. DATE E5 JEG TP 4/2007 0 N K ^ o • Q n 6 oN3 rY ?iaV y; 0 �s2 $fit ?Oa0 0 U� F 0 y 0 ro O U 1 O W � O J 3 m m W m d w o � V � m � O O F _ Z Z � � O u Z � J W � a=w Q a } LAN.. J W Q 0 U -1 SHEET 33 OF 37 2007 12" RECESSED HANDLE TYPE '. COVER 1 INLAND FOUNDRY 0248 3' x 3' x 4" 6 3 4 VALVE BOX WITH CLASS 3000 10" 8 3 /4" WATER" CAST IN LID CONCRETE PAD R OR DECO 910 i • 1 1 TRACER WIRE— SEAL WITH AR400OW ACP CSTC B. BALLAST-/ TA 0.5' CONCRETE CL 3000J INS I DE PAVED ROADWAY SECTION -10" OR 18' 6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. I,LJ, `VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED I I — (LENGTH VARIES) ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BOGY, `GATE VALVE SHOWN- SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REWIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED 7D RISER SHAFT. CITY OF YELM, WASHINGTON © 3J16" Thk x 5 1/5° OIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O 2 "X2 "X 3/16° SQUARE STRUCTURAL VALVE BOX STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. Dw0 NO. NOTE` PUBIC WWKS DIRECTOR DALE 6 -11 ALL WELDS 70 SHAFT SHALL BE 1/4" FILL ET WELD ALL AROUND. DES. owN. O(D. DATE Es JEC m 4/2007 Top vfew operating nul I xw I'Lfmlta of payment /-- Paint Hydrant Weather shlNtl Sun Yellow High and Hydronl Lock Grade Enamel Bonnet / 13312 I w threads 2 /2 "Hose connec Ith tion HYDRANT OFFSET z "Steamer connection - , with NST Ihnads See Ive box and 8 5' Siorz adapter Dive atom detatt- o I Style 5 -37 ./SC cap 6 -11 18 " -24" Ground To 1ul} Standpipe trench 6" Flanged tin depth 3' Mlnlmum — hydront lee Each Pip. Joint 6" /1106 EBAA Iron, 8. Inc. Msgalug 6" Class 52 ducltie Iron pipe <Dr to lanq+n B" gate valve, FL X MJ �--- Sea note below Vories 4 "xB "x16• concrete block LHydranl shed Back /ill to top of drain ring housing Plastic barrier balwean Dolls with 2" washed rock as shown thrust block and tee 6' x 6' sheet of 11 mil. plastic or con - No1s slrudion fabric, covering 2" washed rock Concrde thrust block 1. Hydrants shop be Ieeeled In cast- in -ploee against accordance with Section 8.060. tilling only In atldt}ion, o minimum three Poet radius obstncted working area shall be pro Yided around an hydrants. QTY OF YELM, WASH'.NGTON 2. Hydrants :hall be Dnas.r M @ H DEPT. OF PUBLIC WORKS Reliant style 929. Clow Medallion or American AVK Series 2780 or Mueller c ° "rN " °" FIRE HYDRANT 3. Cole volvn ehall be nalllent wedge NRS with D -ring cools. Vulva Ends shall be Mechanleol Jelnf by ANSI flanges. Volvos shop wnlarm to AWWA 509 -80. D.C. HD Volv.a obeli be Mueller M @H, Kennedy, l :w 6-7 LOOM R/W Or Wofirous Series SOD. PUBLIC WORKS DIRECTOR DATE 4. Firs Hydrant lock payment la required DES, DWN. CKD. DATE will order and install. E5 JEG TP 4/2DD7 4" SCHEDULE 40 STEEL OR '�jl �� W REINFORCED CONCRETE MARKER POST STAMPED WITH W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -- n: p Js CEMENT CONCRETE CLASS 300 1 SIDE FRONT VALVE MARKER POST 4" DOA. (6" DOA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4' DIAMETER SCHEDULE 20 STEEL POST FILLED ' WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS ' 2. PIPE TO RECEIVE ONE PRIME COAT ENAMEL (SAME COLOR ASR HYDRANTS „ SEE DETAIL 6 -7) � � I I 2 CITY OF YELM. WASHINGTON CEMENT CONCRETE v' ° CEPT. 0= PUBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL HYDRANT BOLLARD APlt-. DWG. No. PUBLIC WORKS ONiEtTpt DATE 6 - 12_ DES. DON. c %D. DATE E5 JEG TP 4/2007 0 N K ^ o • Q n 6 oN3 rY ?iaV y; 0 �s2 $fit ?Oa0 0 U� F 0 y 0 ro O U 1 O W � O J 3 m m W m d w o � V � m � O O F _ Z Z � � O u Z � J W � a=w Q a } LAN.. J W Q 0 U -1 SHEET 33 OF 37 910 i • 1 1 TRACER WIRE— SEAL WITH AR400OW ACP CSTC B. BALLAST-/ TA 0.5' CONCRETE CL 3000J INS I DE PAVED ROADWAY SECTION -10" OR 18' 6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. I,LJ, `VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED I I — (LENGTH VARIES) ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BOGY, `GATE VALVE SHOWN- SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REWIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED 7D RISER SHAFT. CITY OF YELM, WASHINGTON © 3J16" Thk x 5 1/5° OIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O 2 "X2 "X 3/16° SQUARE STRUCTURAL VALVE BOX STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. Dw0 NO. NOTE` PUBIC WWKS DIRECTOR DALE 6 -11 ALL WELDS 70 SHAFT SHALL BE 1/4" FILL ET WELD ALL AROUND. DES. owN. O(D. DATE Es JEC m 4/2007 Top vfew operating nul I xw I'Lfmlta of payment /-- Paint Hydrant Weather shlNtl Sun Yellow High and Hydronl Lock Grade Enamel Bonnet / 13312 I w threads 2 /2 "Hose connec Ith tion HYDRANT OFFSET z "Steamer connection - , with NST Ihnads See Ive box and 8 5' Siorz adapter Dive atom detatt- o I Style 5 -37 ./SC cap 6 -11 18 " -24" Ground To 1ul} Standpipe trench 6" Flanged tin depth 3' Mlnlmum — hydront lee Each Pip. Joint 6" /1106 EBAA Iron, 8. Inc. Msgalug 6" Class 52 ducltie Iron pipe <Dr to lanq+n B" gate valve, FL X MJ �--- Sea note below Vories 4 "xB "x16• concrete block LHydranl shed Back /ill to top of drain ring housing Plastic barrier balwean Dolls with 2" washed rock as shown thrust block and tee 6' x 6' sheet of 11 mil. plastic or con - No1s slrudion fabric, covering 2" washed rock Concrde thrust block 1. Hydrants shop be Ieeeled In cast- in -ploee against accordance with Section 8.060. tilling only In atldt}ion, o minimum three Poet radius obstncted working area shall be pro Yided around an hydrants. QTY OF YELM, WASH'.NGTON 2. Hydrants :hall be Dnas.r M @ H DEPT. OF PUBLIC WORKS Reliant style 929. Clow Medallion or American AVK Series 2780 or Mueller c ° "rN " °" FIRE HYDRANT 3. Cole volvn ehall be nalllent wedge NRS with D -ring cools. Vulva Ends shall be Mechanleol Jelnf by ANSI flanges. Volvos shop wnlarm to AWWA 509 -80. D.C. HD Volv.a obeli be Mueller M @H, Kennedy, l :w 6-7 LOOM R/W Or Wofirous Series SOD. PUBLIC WORKS DIRECTOR DATE 4. Firs Hydrant lock payment la required DES, DWN. CKD. DATE will order and install. E5 JEG TP 4/2DD7 4" SCHEDULE 40 STEEL OR '�jl �� W REINFORCED CONCRETE MARKER POST STAMPED WITH W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -- n: p Js CEMENT CONCRETE CLASS 300 1 SIDE FRONT VALVE MARKER POST 4" DOA. (6" DOA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4' DIAMETER SCHEDULE 20 STEEL POST FILLED ' WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS ' 2. PIPE TO RECEIVE ONE PRIME COAT ENAMEL (SAME COLOR ASR HYDRANTS „ SEE DETAIL 6 -7) � � I I 2 CITY OF YELM. WASHINGTON CEMENT CONCRETE v' ° CEPT. 0= PUBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL HYDRANT BOLLARD APlt-. DWG. No. PUBLIC WORKS ONiEtTpt DATE 6 - 12_ DES. DON. c %D. DATE E5 JEG TP 4/2007 0 N K ^ o • Q n 6 oN3 rY ?iaV y; 0 �s2 $fit ?Oa0 0 U� F 0 y 0 ro O U 1 O W � O J 3 m m W m d w o � V � m � O O F _ Z Z � � O u Z � J W � a=w Q a } LAN.. J W Q 0 U -1 SHEET 33 OF 37 i • 1 1 TRACER WIRE— SEAL WITH AR400OW ACP CSTC B. BALLAST-/ TA 0.5' CONCRETE CL 3000J INS I DE PAVED ROADWAY SECTION -10" OR 18' 6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. I,LJ, `VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED I I — (LENGTH VARIES) ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BOGY, `GATE VALVE SHOWN- SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REWIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED 7D RISER SHAFT. CITY OF YELM, WASHINGTON © 3J16" Thk x 5 1/5° OIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O 2 "X2 "X 3/16° SQUARE STRUCTURAL VALVE BOX STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. Dw0 NO. NOTE` PUBIC WWKS DIRECTOR DALE 6 -11 ALL WELDS 70 SHAFT SHALL BE 1/4" FILL ET WELD ALL AROUND. DES. owN. O(D. DATE Es JEC m 4/2007 Top vfew operating nul I xw I'Lfmlta of payment /-- Paint Hydrant Weather shlNtl Sun Yellow High and Hydronl Lock Grade Enamel Bonnet / 13312 I w threads 2 /2 "Hose connec Ith tion HYDRANT OFFSET z "Steamer connection - , with NST Ihnads See Ive box and 8 5' Siorz adapter Dive atom detatt- o I Style 5 -37 ./SC cap 6 -11 18 " -24" Ground To 1ul} Standpipe trench 6" Flanged tin depth 3' Mlnlmum — hydront lee Each Pip. Joint 6" /1106 EBAA Iron, 8. Inc. Msgalug 6" Class 52 ducltie Iron pipe <Dr to lanq+n B" gate valve, FL X MJ �--- Sea note below Vories 4 "xB "x16• concrete block LHydranl shed Back /ill to top of drain ring housing Plastic barrier balwean Dolls with 2" washed rock as shown thrust block and tee 6' x 6' sheet of 11 mil. plastic or con - No1s slrudion fabric, covering 2" washed rock Concrde thrust block 1. Hydrants shop be Ieeeled In cast- in -ploee against accordance with Section 8.060. tilling only In atldt}ion, o minimum three Poet radius obstncted working area shall be pro Yided around an hydrants. QTY OF YELM, WASH'.NGTON 2. Hydrants :hall be Dnas.r M @ H DEPT. OF PUBLIC WORKS Reliant style 929. Clow Medallion or American AVK Series 2780 or Mueller c ° "rN " °" FIRE HYDRANT 3. Cole volvn ehall be nalllent wedge NRS with D -ring cools. Vulva Ends shall be Mechanleol Jelnf by ANSI flanges. Volvos shop wnlarm to AWWA 509 -80. D.C. HD Volv.a obeli be Mueller M @H, Kennedy, l :w 6-7 LOOM R/W Or Wofirous Series SOD. PUBLIC WORKS DIRECTOR DATE 4. Firs Hydrant lock payment la required DES, DWN. CKD. DATE will order and install. E5 JEG TP 4/2DD7 4" SCHEDULE 40 STEEL OR '�jl �� W REINFORCED CONCRETE MARKER POST STAMPED WITH W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -- n: p Js CEMENT CONCRETE CLASS 300 1 SIDE FRONT VALVE MARKER POST 4" DOA. (6" DOA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4' DIAMETER SCHEDULE 20 STEEL POST FILLED ' WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS ' 2. PIPE TO RECEIVE ONE PRIME COAT ENAMEL (SAME COLOR ASR HYDRANTS „ SEE DETAIL 6 -7) � � I I 2 CITY OF YELM. WASHINGTON CEMENT CONCRETE v' ° CEPT. 0= PUBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL HYDRANT BOLLARD APlt-. DWG. No. PUBLIC WORKS ONiEtTpt DATE 6 - 12_ DES. DON. c %D. DATE E5 JEG TP 4/2007 0 N K ^ o • Q n 6 oN3 rY ?iaV y; 0 �s2 $fit ?Oa0 0 U� F 0 y 0 ro O U 1 O W � O J 3 m m W m d w o � V � m � O O F _ Z Z � � O u Z � J W � a=w Q a } LAN.. J W Q 0 U -1 SHEET 33 OF 37 E5 JEG TP 4/2DD7 4" SCHEDULE 40 STEEL OR '�jl �� W REINFORCED CONCRETE MARKER POST STAMPED WITH W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -- n: p Js CEMENT CONCRETE CLASS 300 1 SIDE FRONT VALVE MARKER POST 4" DOA. (6" DOA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4' DIAMETER SCHEDULE 20 STEEL POST FILLED ' WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS ' 2. PIPE TO RECEIVE ONE PRIME COAT ENAMEL (SAME COLOR ASR HYDRANTS „ SEE DETAIL 6 -7) � � I I 2 CITY OF YELM. WASHINGTON CEMENT CONCRETE v' ° CEPT. 0= PUBLIC WORKS CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL HYDRANT BOLLARD APlt-. DWG. No. PUBLIC WORKS ONiEtTpt DATE 6 - 12_ DES. DON. c %D. DATE E5 JEG TP 4/2007 0 N K ^ o • Q n 6 oN3 rY ?iaV y; 0 �s2 $fit ?Oa0 0 U� F 0 y 0 ro O U 1 O W � O J 3 m m W m d w o � V � m � O O F _ Z Z � � O u Z � J W � a=w Q a } LAN.. J W Q 0 U -1 SHEET 33 OF 37 0 N K ^ o • Q n 6 oN3 rY ?iaV y; 0 �s2 $fit ?Oa0 0 U� F 0 y 0 ro O U 1 O W � O J 3 m m W m d w o � V � m � O O F _ Z Z � � O u Z � J W � a=w Q a } LAN.. J W Q 0 U -1 SHEET 33 OF 37 SEC.23, T1 7N, R1 E, W.M. " AN RELEASE VANE OR �N.K d ATON AIR ELE ASE 2tY RIBBED PVC LASER TOPjWEW &OW TOP VIEW TOP VIEW / WYE SIDE VIEW SIDE VIEW EgSTnC GRWNO WR.AU TEE CROSS SIDE VIEW GATE VALVE HORIZ. BEND BNL YALIK } DNIGE iCHR1G WIRE TEE WITH PLUG CROSS WITH PLUG CROSS WITH PLUGS PLUG OR CAP AR PVC TRUE UNKH BALL VALVE aEao .: � — VERTICAL BEND IoRKwv/WEtwKI Ca1tlIERE1xWWA t• SCHEDV•E N] PVC wm1 CgTrIA TNPt I IItINIIE IIa u1YG( CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS — NOTES: t. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. STANDARD BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS k FITTINGS. OTF. xD. 3. ANCHOR REBAR SHALL BE 5/8- MINIMUM 011METER. PUN C WCRRS DIRECTDi DATE (j —j 3 N7A L uo�EO am To DEPT. OF PUBLIC WORKS RS DWN. Es xc CKD. DAT m 4/E 2007 SEC.23, T1 7N, R1 E, W.M. " AN RELEASE VANE OR �N.K d ATON AIR ELE ASE 2tY RIBBED PVC LASER W/ A BOLT . NB EmS 2• RI410 SH CRAOE SNNL LD BY WCNCO OR AL NBULAINR. BC WDW 1'f 1 /A' CARBON EVEN L< TOP OE lD. 1 EgSTnC GRWNO WR.AU �F c? YAA. Ico�.WmRxN BNL YALIK xwA¢ } DNIGE iCHR1G WIRE I/2' PM TRLE Wp1 BALL VANE • G.RR P w .� BsNZ ra mqs PVC TRUE UNKH BALL VALVE aEao .: � rnnmiRrtErvE IoRKwv/WEtwKI Ca1tlIERE1xWWA t• SCHEDV•E N] PVC wm1 CgTrIA TNPt I IItINIIE IIa u1YG( I" PVC ELL sL.m I. SCKOUE BD PVC PT NPPLE LuIrAAroR[,N MTgIp®wPLNinW] oKR 10 SCA SEIi TNWMG PVC SAD0.E RpAAC MOD[L D01 Ra EM MNY1U4 Qi B' PRESSURE SEMEN YAN B PEA G�FEA L piNN � �iw�q pC� NOTE: GLACE IN A NON -mush AREA, %`_1 CITY OF YELID u..wtm WaYC N7A L uo�EO am To DEPT. OF PUBLIC WORKS YaAN Y00LL ymASmE =TT TYPICAL SEWER AUTOMATIC V R AIR RELEASE VALVE CITY OF YEUEI DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH IPPR. OVA_ o No. OFIC x0. 7 -3 JY JEC TP A! /2007 1W 7 -12 7 011W— DATE PueLK; woRK011W- JY EG TIP I /2007 SEC.23, T1 7N, R1 E, W.M. 2 BEYpRI BACK fF SNEWALN TYPKAI e te" SIDEY A pWG WNE NAME BOIL (2) 1 N sWxc WR.AU �F c? CNECA VANE Ico�.WmRxN BNL YALIK xwA¢ YpE u_�IEi C�OTMINECiORS OR DBY UMCERGTOIRID SRKf NITS m G.RR P w .� BsNZ ra mqs BUBNNCS aEao .: � CURB IoRKwv/WEtwKI Ca1tlIERE1xWWA r sEnTxE wx wm1 CgTrIA TNPt I IItINIIE IIa u1YG( 2' AN SgBL //-- HSTALL TEE A TIPPING SADdE (RplAt)dIEWAL LuIrAAroR[,N MTgIp®wPLNinW] oKR 10 SCA WEC<VKVE / a APPROVED BT IIIE CITY � �iw�q pC� 2" KN BALL v.LLVE / u..wtm WaYC N7A Taxc TYW SEEP. _ M Ia B8 YaAN Y00LL ymASmE =TT CITY OF YEW V R DEPT. OF PUBLIC WORKS CITY OF YEUEI DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH TYPICAL DOUBLE OFIC x0. 7 -3 JY JEC TP A! /2007 SERVICE CONNECTION RPP oxc. KO. PUNIC WORKS gIECTw DAR N EG TD 112007 RE REATON SURt ACE SEC B'ORA'KN TANL ABOK SEE RESTORATNRI lI$E HNISH GRApE RESTOR�DON TABLE iY i iA ICI— \j %I —� SLOPEP�STEEo > 5 n \// \ / SERIFR LHE 'k E E BW FO oE PIPE 1 PWE 00 e� PIKE n RESTORATION TABLE 1 WR.AU �F c? ,� K MI5 Ico�.WmRxN xwA¢ G.RR P w .� BsNZ ra mqs KT � aEao .: � IoRKwv/WEtwKI Ca1tlIERE1xWWA �EGT BRCOYL wm1 CgTrIA TNPt I IItINIIE IIa u1YG( LuIrAAroR[,N MTgIp®wPLNinW] oKR 10 SCA T M W � �iw�q pC� u..wtm WaYC N7A T YaAN Y00LL ymASmE =TT f�6 V R CITY OF YEUEI DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH P C KS pREtTDx BATE OFIC x0. 7 -3 JY JEC TP A! /2007 n. g8� A iA ^ rr Cp m c" ee a s Rat a� � Op IDS$ N RE REATON SURt ACE SEC B'ORA'KN TANL ABOK SEE RESTORATNRI lI$E HNISH GRApE RESTOR�DON TABLE iY i iA ICI— \j %I —� SLOPEP�STEEo > 5 n \// \ / SERIFR LHE 'k E E BW FO oE PIPE 1 PWE 00 e� PIKE n RESTORATION TABLE 1 WR.AU tNnxls ,� K MI5 Ico�.WmRxN xwA¢ G.RR P w .� BsNZ ra mqs KT � aEao .: � IoRKwv/WEtwKI Ca1tlIERE1xWWA �EGT BRCOYL wm1 CgTrIA TNPt I IItINIIE IIa u1YG( LuIrAAroR[,N MTgIp®wPLNinW] oKR 10 SCA T M W � �iw�q pC� u..wtm WaYC N7A T YaAN Y00LL ymASmE =TT A. R . tRUNRp &wncE l0" ca1.RY CITY OF YEUEI DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH P C KS pREtTDx BATE OFIC x0. 7 -3 JY JEC TP A! /2007 SEC.23, T1 7N, R1 E, W.M. GENERAL NOTE5 (WATER MAIN IN5TALLATION) 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE M05T CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT (3GO) 458 -8410 TO SCHEDULE THE MEETING. THE CONTRACTOR 15 RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1 120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LE55 THAN (5DR) OF 21 , AND MEET THE REQUIREMENTS OF THE STANDARD DIMENSION RATIO W5DOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)[3. 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 5DR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LE55 THAN THE 5DR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C 151 CLA55 50 OR GREATER, AND SHALL BE I/ I G -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH AN5VAWWA C 104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SMALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M t H, KENNEDY, CLOW RNJ OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CLTY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M € H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. G. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. 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 WIRE (PAIGE "UP' SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DER SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED'W" 114 INCH INTO CONCRETE. CALL UNDERGROUND LOCATE AT "81 I " A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS 12. 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. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE 15 NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PA55 THE TEST, THE CONTRACTOR SMALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF ALL ITEMS. 1 4. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST" PREPARED BY THE CITY'5 INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. I G. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE PLANS. GENERAL NOTES (STEP SEWER MAIN IN5TALLATION) I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT / APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION 15 TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. G. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT "81 1"A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, A5TM D 3034 5DR 35 WITH FLEXIBLE GA5KETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SMALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED 51,113GRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADEABLE, METAL CORE BACKING MARKED "POWER". TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE 13ACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 1 1. 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 RE5PON51BLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(5) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. I G. ALL STEP MAINS SHALL BE HYDROSTATICALLY 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 THE STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND / OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 503 1 -0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.400 DIAMETER. 20. INSPECTIONS FOR ON51TE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) 5.5. PRESSURE TEST D) SERVICE LINE PRESSURE TEST Q FINAL INSPECTION 2 1. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. 0 SEC.23, TWIN, R1 E, W.M. NO I'4043T - ).629.68' I 1 (( I I I ` -- -- -- -- -- -�- -- — Ir w II 1 IAN -ROAE) D _ -- - - -_ - _ .._ - - - - 'I r ) P w m II 1I T mI ' N Qo l III � m I LOCATION TABLE II ROAD STATION OFFSET I A 15 +00.00 15.25' RT 2 A E R H SE 3 H 182 +50.00 13.25' RT 4 �I �I 21+50.00 13.25 RT p MAILBOX MOUNTING I n � I I mI II N I ASE LINE 1 <I I; 1 o w ° - N N N Q L w w 1 } ROAD A u i o r 8 II 1 �\ co m D, vl • I I �' m MU L - -- - I m< - ROAD H -n 'I r ) P w m II 1I T mI ' N Qo l III � m I �g l v ko I m I� ' o t� ROAD -- -- �I EXISTING DIVISIONS 3 & 4 3 4 PROPERTY UNE (TYP.) - - - - - -- -- - - - - -- - - - - - -- -� 1 I I 1 1-- 1---- L--- 1-- -L -'�q 21+95.48 - R AD e _ 0 o Iz I° ° f m r� BUT RE o Z 1 1 a 1 m � ' I N I I I O 1 I h f ROAD K.. VICINITY MAP MAILBOX LOCATION TABLE BOX # I ROAD STATION OFFSET I A 15 +00.00 15.25' RT 2 A 18 +43.45 13.25' RT 3 H 182 +50.00 13.25' RT 4 A 21+50.00 13.25 RT IN PLANTER 5TRIP FOR MAILBOX MOUNTING I � I I I �g l v ko I m I� ' o t� ROAD -- -- �I EXISTING DIVISIONS 3 & 4 3 4 PROPERTY UNE (TYP.) - - - - - -- -- - - - - -- - - - - - -- -� 1 I I 1 1-- 1---- L--- 1-- -L -'�q 21+95.48 - R AD e _ 0 o Iz I° ° f m r� BUT RE o Z 1 1 a 1 m � ' I N I I I O 1 I h f ROAD K.. VICINITY MAP MAILBOX LOCATION TABLE BOX # I ROAD STATION OFFSET I A 15 +00.00 15.25' RT 2 A 18 +43.45 13.25' RT 3 H 182 +50.00 13.25' RT 4 A 21+50.00 13.25 RT I-5' TYP. WA5HINGTON STATE PLANE, VERTICAL DATUM 50UTH ZONE PER TCHPN NGVD 29 < F THUR5TON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH L v v v Ls62,p�1 v v v o v TYPICAL ROLLED CURB , INSTALL CONCRETE 5LAB AND GUTTER IN PLANTER 5TRIP FOR MAILBOX MOUNTING NOTE5: 1. FOR DOUBLE MAILBOX LOCATION5. 5PACE MOUNTING POLE5 I O APART CENTER TO CENTER 2. 5EE PLAN5 FOR CLARIFICATION OF EITHER 5' SIDEWALF, OR I U UTILITY EA5EMENT BEHIND CONCRETE 5LAB. 3. OFF5ET5 ARE TO THE CENTER OF MAILBOX TAHOMA TERRA MASTER PLAN 00MM lIY TYPE 3 - 16 UNIT CBU MAILBOX DETAIL. — Z — 0 80 160 SCALE HORIZONTAL CONTROL: WA5HINGTON STATE PLANE, VERTICAL DATUM 50UTH ZONE PER TCHPN NGVD 29 < THUR5TON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH PRtC,5,ON NETWORK r r • �L I w 11 C m v I I fie I w� °a I I 4 I � � I :I N � I gl l w I 1I \ I' III m0 J o I I 11 �m , I I vll ' vll ( l hell 1I Lxl, I 1 I I , I t I. PROPERTY LINE I 1 � I x 1 III 1 I I I 1 I� N i o l g 1 1 I I N 1 w I m 1 I i SEC.23, T1 7N, R1 E, W.M. GENERAL NOTE5 (LANDSCAPING): MATERIAL IN5TALLATION NOTES: 1. NO IRRIGATION REQUIRED FOR TREE5 WITHIN 75 FEET OF HOUSE5. 1. THE COMMUNITY PARK IRRIGATION 5Y5TEM 5HALL U5E RECLAIMED TREE5 AT PARK5 WILL UTILIZE DRIP IRRIGATION. WATER. ALL IN5TALLATION 5HALL CONFORM TO YELM MUNICIPAL CODE - - -- 13.24.030 LATE5T EDITION. 2. 5TREET TREE5 WILL BE INSTALLED BY THE BUILDER. BIOFERTILIZER I 2. ALL IRRIGATION IN THE COMMUNITY PARK PIPELINES, VALVE t 3. SPACING BETWEEN TREE5 VARIES FROM 34' TO 60' AND 15 CONTROL BOXE5 5HALL BE COLOR -CODED PURPLE. THE PIPING 5HALL DEPENDENT ON LOT WIDTH. BE STAMPED OR MARKED "CAUTION: RECLAIMED WATER - DO NOT I I I DRINK". ALL PIPELINE 5HALL BE IN5TALLED W/ PURPLE INDENTIFICATION TRACER TAPE. ALL POINTS OF CONNECTION 5HALL BE 51GNED _ "RECLAIMED WATER - DO NOT DRINK" OR OTHER APPROVED 51GNAGE. IV.5 DIV. 4 3. THERE 5HALL BE NO CR055- CONECTION5 BETWEEN RECLAIMED WATER 4 POTABLE WATER 5Y5TEM5. �L I w 11 C m v I I fie I w� °a I I 4 I � � I :I N � I gl l w I 1I \ I' III m0 J o I I 11 �m , I I vll ' vll ( l hell 1I Lxl, I 1 I I , I t I. PROPERTY LINE I 1 � I x 1 III 1 I I I 1 I� N i o l g 1 1 I I N 1 w I m 1 I i I - - -- - - -- 1 FROM TRUNK FLARE NGVD 29 CUT BURLAP t WIRE AWAY � - - -- PER THURSTON ROLLED CURB BIOFERTILIZER I TABLET5 QTY. PER CITY OF YELM CENTER TREE IN PROPOSED SITE I I I I 51DEWALK — I - IV.5 DIV. 4 I DIVA ° \ \ \�� \i/ � \ \ / \ FIRMLY COMPACT SOIL BENEATH .I DIV.2 ROOTBALLTO Div 3 \\ 5ETTLING V DEPTH n 3' WIDTH EXCAVATED 4 MODIFIED 50IL5 TYP. 1 DIV.7 DIV.8;� t I I I I I I •¢ I VICINITY MAP = 2" CALIPER MINIMUM DECIDUOUS STREET TREE5 Z — 0 100 zoo SCALE HORIZONTAL CONTROL: 0 a 0 FEATHER MULCH AWAY VERTICAL DATUM FROM TRUNK FLARE NGVD 29 CUT BURLAP t WIRE AWAY FROM TOP THIRD OF ROOTBALL t FOLD BACK PER THURSTON ROLLED CURB BIOFERTILIZER AND GUTTER TABLET5 QTY. PER SPECIFICATIONS CENTER TREE IN PLANTER 5TRIF OW.) TOP OF 51DEWALK U5E EX15TING MODIFIED \ \ \�� \i/ 501L A5 BACKFILL \ \ / \ FIRMLY COMPACT SOIL BENEATH ROOTBALLTO PREVENT \ \ \ \ \ \ \ \ \\ 5ETTLING V DEPTH n 3' WIDTH EXCAVATED 4 MODIFIED 50IL5 TYP. TAIIOMA TERRA MASTER PLAN COMd111IY YELM WAtil•S OMM TREE PLANTING Z — 0 100 zoo SCALE HORIZONTAL CONTROL: 0 WA5HINGTON STATE PLANE, VERTICAL DATUM 5OUTH ZONE PER TCHPN NGVD 29 4 THUR5TON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH PPEC15ION NETWORK