Loading...
20170370 A-Line Plan & Profile Plan�o Aso mss" H DD H H ILL , rT A -UNE PROFILE 348 346 344 342 340 338 336 SECTION 24, TOWNSHIP 17 N, RANGE 1 EAST HE l HT. IMDE STRIP OF LANG v I Z \ I - - FROM V -DITCH EAST 17 FT — — — —j — — — _--7 — U I CAVFS (TIP) H J �EE DE AILS SHEET 15 STA, IT 11, 16.5 FT. RT A-11 / CONSTRUCT J -BOX (S E gETAIL N D -44 343 �w� N E T "0 —343 343 _343 \ -342— 339 342 -343— —342 342 1�OIiCH_ —34]— —_339 - —3373 3' -342 w 341 341 —33 r.- BEGIN V- DITCH 342 -342- I w.� a \ 338 A. 5+ 'A LINE —343- STA. SET" I.. �,> 1 - A H v 6F�GIN SOLID ITT STRIPE / — — —_1ZL — { STA. 4-1-75 A -LINE BEGIN SOLID DOUBIIE YELLOW �� D 0000 o HHIIIIII T '_ "� _ �� STRUCF5 LF IN, , S�� 11/20/2017 H40 PVC IPE & CONDUCTERS_ - — iA. 5 +10, 20.5 FT RT A- INE CONSTRUCT STR T T CONSTRUCT 5 FT WIDE NEW SIDEWALK. EE DETAILS SHEET 15 7 +30 ASARIBR S (SE€ .SECIBL T 18 7 +30 BEGIN V -DITCH C PIPE 8 +30 \TA -0— YELM COMMUNITY 8 +30 — — — h — — — _ — J — CAR'S SCHEDULE NO, LOCATION STATOFFSET 11/20/2017 6 +30 16.5 FT, - 6 +30 16.5 FT DATE 7 +30 16.5 FT, 7 +30 16.5 FT C PIPE 8 +30 16.5 FT. YELM COMMUNITY 8 +30 16.5 FT, /Z Q APPROVED FOR CONSTRUCTION 5.5. 11/20/2017 SEDUCE F i. WIDE N W SIDEWALK A 10 FT, WOE STRIP OF LANG - — DATE - IINC WEST OF THE BACK PVR C PIPE SIDEWALK RESERVED FO FOR VERTICAL DATUM FUTURE PUBLIC &PRIVATE / YELM COMMUNITY / SCALE: 1 " =20 FEET ununES NGVD 29 BENCHMARK: COUNTY TARGET NO 252 DATE 12012017 "'20'2017 Un + ~ 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 TO A SURFACE MON W/BRASS CAP 931d AVE SE / DATE PLOTTED / 0 10 20 40 F CENTER ROAD, MILE WEST OF SR -510 IN YELM ELEVATION = 327561 / /Z Q 3 +00 HORIZONTAL SCALE: 1 " =20 FEET VERTICAL SCALE: 1 " =2 FEET CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 4 +00 5 +00 6 +00 / +UU APPROVED FOR CONSTRUCTION 5.5. 11/20/2017 SEDUCE F i. WIDE N W SIDEWALK - — DATE - IINC RUCT 18 LF 2 3 IN. SCH 40 PVR C PIPE R CONDUCTORS YELM COMMUNITY Jerome W. Morrissette & Associates Inc., P. S. APPROVAL CN /// DATE 12012017 "'20'2017 Un + ~ 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 / DATE PLOTTED / 3 +00 HORIZONTAL SCALE: 1 " =20 FEET VERTICAL SCALE: 1 " =2 FEET CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 4 +00 5 +00 6 +00 / +UU APPROVED FOR CONSTRUCTION 5.5. 11/20/2017 ° Civil• Municipal •Geotechnical•LandSurveying SSiGNEDBY DATE BY: DATE: DIRECTOR OF PUBLIC woaKS S.K. C.AD. D. BY „72072017 DATE YELM COMMUNITY Jerome W. Morrissette & Associates Inc., P. S. APPROVAL SW cnECKEO By DATE 12012017 "'20'2017 Un + ~ 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 EXPIRES DATE PLOTTED 1112012017 Z L VC: 6.00 v N o� o0 � � * F3> M * TL M LVC TDA00 Z 'J 10 V J = W O O W > W O O 0 >F >� o" v J o� OF �. �a �/N SHED GRADE CC OF ROAp SSG G — / Wq y �D AT lNG GRADE AT A -Ll E F 4 IN S H. 40 PVC PIP X -wG \ STA. 4+ 0 ! A -LINE (SEE DETAIL S EET 14) \ \ BEGI NEW ACCESS EXISTING G ROAD MATCH ADES (TYP.J — �. BEGI V -DITCH ""OM OF � OTTCH � STA. 05 -1-95 4 I SOFT 40 PVC PAFF 1­11 PIPE X -ING ALIFFT HD ` \ a IN scH. 40 Pvc PIPE x -w �. (SEE ETAIL SHEET 14 3 +00 HORIZONTAL SCALE: 1 " =20 FEET VERTICAL SCALE: 1 " =2 FEET CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 4 +00 5 +00 6 +00 / +UU 348 346 344 342 40 338 8+ i 336 W F 0 34234 sTE° O M`S17 -NAL S PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD A -LINE PLAN & PROFILE STA. 3 +00 TO STA. 7 +50 Bucoda Watermoin Plan & Profile SHT 8 OF 18 APPROVED FOR CONSTRUCTION 5.5. 11/20/2017 ° Civil• Municipal •Geotechnical•LandSurveying SSiGNEDBY DATE BY: DATE: DIRECTOR OF PUBLIC woaKS S.K. C.AD. D. BY „72072017 DATE YELM COMMUNITY Jerome W. Morrissette & Associates Inc., P. S. APPROVAL SW cnECKEO By DATE 12012017 "'20'2017 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 EXPIRES DATE PLOTTED 1112012017 348 346 344 342 40 338 8+ i 336 W F 0 34234 sTE° O M`S17 -NAL S PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD A -LINE PLAN & PROFILE STA. 3 +00 TO STA. 7 +50 Bucoda Watermoin Plan & Profile SHT 8 OF 18 SECTION 24, TOWNSHIP 17 N, RANGE 1 EAST z 6 T� If; 6= 019 "26'31.. m a A L= 169.662, \A 15 FT WIDE STRIP OF [AND \ / / R= 500.000 EAST OF THE BACK OF ITCH ' I lW / CB ,¢ 1 M AT 12 IN. DEEP RESERVE FOR / STA 11 +30, 26 FT. LT A -LI E FUTURE PUBLIC & PRIVATE I / CAVFS (TYP.) CONSTRUCT TYPE It CB I w UTILITIES (SEE DETAILS SHEET 15)— AIM-32868 12 _ 32T — AI IN. IE = 326.50 Z / ti/ 3M 331 — 329328 —U w / / d" ��27 INSTALL 54 LF n A- 019'17'00" —_ 34— — = / 3331 -J� - 332- -1-� + =28 �� IN ASiM 03034 J - 6 —3 3A 3-- 3333833�RUCT9PEE0 UMP/ /v - //x 3334 3 L 332-31 - 3- - 331 331 O -� �M PIPE L= 168.279. 12 341— Q - -3a s - - _. _ - - - -s=aPDSO T' EE �� R= 500,000 __ _ \ 33g 36 SEE DETAIL SHE T 16) _ + 5 336 4ha ?29� ^ Z T GO S00' 25 5.53 E - - 331 Z STA. 10 21, 16.5 FT RT. A -LINE J I STA. +68. 16.5 F R . A -LINE CONSTRU T J -BOX (SEE DETAIL V\ w m�> CONS UCT J -BOX SEE DETAIL ¢ "' w ¢ w N 4 ~ 4 " 8 © D z 3a 2 OCT W `, � h �uGP UGP UCP uGP UGP a VVC uGP UGP uGP UGP UGP UGP u ST CT 235 LF 2 IN. SC �" ao PV PIPE & coNDUCTERS / °� 331. - - - - _ _ - -._ - _ _ NST eOC�j W A3 ECT 230 F — CONSTRUCT 5 FT. IMDE NEW CC WALK AD 00 ry J 4 0AID, TER SCA CAVES (T IF I STA. ] +63. 215 FT OT A -LINE (SEE DETAILS SHEET CONSTRUCT STREET LIGHT A 10 FT WIDE STRIP OF LAND — 15) �y Z ASSEMBLY (SEE DETAIL SHEET 18) EST OF THE B K OF /r IDEWALIT RESER�/yECD FOR FUTURE PUBLIC PRIVATE / /STA. Di* 16. 20.5 FT IT. A -L E UTLIG S CONSTRUCT SITJ�REET LIGHT / 'I / ASSEMBLY (SEE DETAI SHEET B) CONSTRUCT 2 s IN. SCH 40 / V�TICA DATUM PVC PIPE & ONDUCTERS i SCA 1 =20 FEE NG D 29 I / BENCHMARK: i RSTO COU TY TA GET NO 252 / / SURFACE MON W /BRASS C P AT 31d AVE SE / / 0 �0 20 FE 4d,' CENTER ROAD. 0.32 MILE WEST OF R -51D IN YELN� j �ELEVAlG)N 1327.5 1 / A -LINE PROFILE 342 ,� STA, OFFSET 7 +30 Z 340 s 8 +30 16.5 FT. s 8 +30 16.5 FT, 9 +30 16,5 FT. \ 338 16.5 FT. e 10 +30 16.5 FT. ID 10 +30 C 336 11 +30 16.5 FT. 12 11 +30 16.5 FT. 13 Q D Z + E_ 16,5 FT. v 12 +30 z 334 Z U v7 � Z � C 2 332 w � w Q 334 330 328 332 5 326 i i 324 i i 4 IN�SCH. 4 Svc BIBE x -I c (SEE VET SHEET 14) 4 I SCH. 40 PVC PIPE X -ING (SEE DETAI SHEET 14) c aB Para n tiF r 0 a Ear '3309 BINgY eOrT _ CAVES SCHEDULE NOTE LOCATION STA, OFFSET 7 +30 Z 7 +30 s 8 +30 16.5 FT. s 8 +30 16.5 FT, 9 +30 16,5 FT. a 9 +30 16.5 FT. e 10 +30 16.5 FT. ID 10 +30 16,5 FT, 11 +30 16.5 FT. 12 11 +30 16.5 FT. 13 12 +30 16,5 FT. v 12 +30 16.5 FT, INSTALL 47 LF 18. IN ASTM D3034 R 35 PVC STORM PIPE T- TD05r_"7e 1 _ 2 � v v cH � VA � STA. 11♦30, 26 FT Ri_ \\ NE GO ST N WFA IN N Ce TYPE 2- 48 . CB W /BEEHIVE GRATE \ \ R2MIN32E OUT= 326 3318 STA, 12 ♦69. 20.5 Fi, RT A -LINE TRANSITION V -DITCH i0 CONSTRUCT STREET LIGHT ACCOMMODATE CB GRATE ASSEMBLY (SEE DETAI SHEET 18) T DIMENSIONS (TYP.) \ 4 IN ACT 40 PVC PPE X -ING � 4 IN SON 10 PVC PIPE X ING � (SEE DETAIL ATEET 14) (SE DETAIL SHEET 14) EXISTING GRAD AT A -LINE D GO N 2 STA. 11 +3 , 26 FT ITT, A LINE CONSTRUCT T PE 2- 48 IN B W12EEHIVE ATE RIM =3 8.68 12 IN. IE IN= 3 6.23 1 IN IS OUT= 313 18 HORIZONTAL SCALE: 1 " =20 FEET VERTICAL SCALE: 1 " =2 FEET CALL BEFDRE 100 DIG: 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 BV CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. BY APPR REVISIONS APPROVED FOR CONSTRUCTION Al A Civil -Municipal • Geotechnical • Land Surveying By DATE: oIHECTOH OF 9 aLIC WoHHS Jerome W. Morrissette & Associates Inc., P.S. APPROVAL 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 EXPIRES 55 "120120" DESIGNED BY DATE S.K. 11/20/201] C. OF D. BY DATE SW 1172072017 CHECKED BY DATE 11720201 DATE PL07TED BOTTOM F V -DITCH SHEET 4 IN SCH. 40 VC PIPE X- (SEE D TAIL SHEET STA. LET 74, 165 FT ITT A- 077E CONSTRUCT J -BOX (SEE DETAIL 342 328 326 324 Wyj F 12 +00 T4. scYzY ' 322 o$ 34234 4, EQsre5zE 4� ss11 -Nn SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL YELM COMMUNITY ALTERNATE ACCESS ROAD SCHOOLS A -LINE PLAN & PROFILE STA. 7 +50 TO STA. 13 +0( 17121 Plan & Profile SHT 9 OF 18 340 Z C H Q c Z 338 + i- v 336 Z 1 w C U w 334 332 5 -1,007 i i i i 330 328 326 324 Wyj F 12 +00 T4. scYzY ' 322 o$ 34234 4, EQsre5zE 4� ss11 -Nn SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL YELM COMMUNITY ALTERNATE ACCESS ROAD SCHOOLS A -LINE PLAN & PROFILE STA. 7 +50 TO STA. 13 +0( 17121 Plan & Profile SHT 9 OF 18 o= o19h7'oo" � - - 168279, R= 500.000 M 0 STA. 15+52, 81,14 FT LT A -LINE + Z CONSTRUCT J -ROx (SEE DETAIL SHE 18) FUTURE Y.C.S INGRESS Z ` CONSTRUCT TYPE 3 BARRICADE IN EGRESS IT A 15 FT I-✓IDE STRIP OF LAND ACCORDANCE WITH THE M. U. i. D. DRIVEWAY \ h O BARRICADE SHALL MEET SWDOP� U E Si OF THE BACK OF DITCH REOUIREMENTS FOR RREAKAWA% G AT 12 IN DEEP RESERVED FOR CONSTRUCT HEAVY DUTY GATE SIGN SUPPORTS G F TUBE PUBLIC & PRIVATE (SEE DETAIL SHEET 15 11 F \ UTILITIES THE CONTRACTOR SHALL FIELD — _ _ _ — — _ 33 — zz- 1 J I � VERIED DIMENSIONS & I ELEVATIONS PRIOR TO ORDERING J --:7� U vAaEg _ STA. 15 +50 SA-LINE _ W STA 14 +00 A -LINE CONSTRUCT ON 40 PVC PIPE �l _ CONSTRU i SPEED HUMP SLEEVE FOR FUTURE UTILITIES (SEE DETAIL 333 ET 16) — AS REQUIRED (SEE DETAIL SHEET 14 EYE) - G 32 _. ®_ X332 334— (NG_ (7 331 33a T— `r 33332,2 011_ - - 334 w� 16 FT 16 FT� 3 A -LINE PROFILE 342 340 338 336 334 332 330 328 326 (SEE DETAILS SHEET 1 t CAVFS SCHEDULE N0. LOCATION STA. OFFSET \ 13 +30 IIG ID 13 +30 76.5 FT. DATE v�W 16.5 FT, 14 +30 16,5 FT S.K, C.AD. D. BY 15 +30 16.5 FT. YELM COMMUNITY ��.., a 9W cnECKEO By 16 +30 16,5 FT 18 V4 16.5 FT. DATE PLOTTED CONSTRUCT 217 LF 2 ' IN. SON 16.5 FT. 17 +30 -� 40 PVC PIPE & CONOUCTERS DITf11— — CONSTRUCT 5 i. IMDE W SIDEWALK CAI -FS" (TYP }— GATE TIE BACK POST i T A -LINE PROFILE 342 340 338 336 334 332 330 328 326 (SEE DETAILS SHEET 1 t CAVFS SCHEDULE N0. LOCATION STA. OFFSET 13 +30 16.5 FT. ID 13 +30 76.5 FT. DATE 14 +30 16.5 FT, 14 +30 16,5 FT S.K, C.AD. D. BY 15 +30 16.5 FT. YELM COMMUNITY 13 +30 16.5 FT. 9W cnECKEO By 16 +30 16,5 FT SCHOOLS 16 +30 16.5 FT. DATE PLOTTED 17 +30 16.5 FT. 17 +30 16,5 FT O MOVE-SHRUBS & PLAN, —, n� REQUIRED F12R-H€AVY-DUTYGATE INSTALLATION POLE &METER BASE CONSTRUCT CEMENT CONCRETE PER PAT CCTGITEME S STA APPROACH 17+82.50 GO STR CT POWER DISCONNECT /TIMER COVES (TIP.) STA. 17 +BQ 1 .5 FT LT A -TINE (SEE DETAILS SHEET 15) CONSTRUCT _- OR (SEE DETAIL — SHEET 18) NO 9� -336— _STA. 17+ 339 337 �839� —339- —_336- t111 �— _._ - � 338 JA'IOE- - - -. - _. 3 ' 336 - - -- C263 LF,2�'1�3SN'H 4339 Rn w TA, 15I +52, 17.80 FT. LT. A -LINE 1D CONSTRUCT J -BOX (SEE DETAIL / SHEET 18 ) STA. 15 +17, 16.5 FT. ET A -LI E \� CONSTRUCT J -BOX (SEE DETAI _'G� STA. '6A55 MID. POINT OF 10 FT. \ «..o� WIDE DRIBEWAY STORM POND TUV�lnu - I L-1 � m 40 PVC PIPE EB� � — 22 LF 12 IN D. CONSTRUCT 5 FT WID NEW SIDEWALK — r£NB -V -Oi C� STA 1T +35 STA 15 +22 PAT FT.��LIN� CONSTRUCT STREET LIGHT 'a STA. 17 +75. Q5 FT ITT A -LINE ASSEMBLY (SEE DETAIL SHEET 18) 12 FT_ — — — — — — COGGED ST=T 1I2HT_ — — CONSTRUCT CABLE GATE 24 IN. A T7 .ET WD STRIP OF LAND ASSEMBLY THIS LIGHT TO BE ON BEHIND SIDEWALK WEST OF HE BACK OF PHOTO SHEE WIT IT ONLY (SEE G (SEE DETAIL SHEET 18) / SIDEWALK RESERVED FOR DETAIL SY-IEE 18) FUTURE PUpuTI &PRIVATE m D 117[5 � n I SCALE: i " VERTICAL DATUM =20 FEET I NGVD 29 BENCHMARK: THURSTON COUNTY TARG T NO 252 0 10 20 40 SURFACE MON WDERASS CAP AT 93rd AVE SE CENTER ROAD. ELEVATION WEST OF DSR -511 IN YELM I d z Cd 3 I_ o I Z �L C 00 w STA 17+90 A -LINE J " END SOLID DOUBLE YELLOW STRIPE CO STA. 18 +4 6] A -LINE= ¢Q S . TA 2 +83 65 iAHOMA LINE II�III■ < S00 °' 25 05 E i I L W I ILJI s cn �r STA ITT A', 5FC. - OF STRUCT J -BOX I o DET IL SHEET 18) TO EXI IING G AIDE 1 III (THE CONTRACTOR SHALL FIELD GRADES & ELEVATIONS PRIOR TO PAVING) 342 13 +U0 HORIZONTAL SCALE: 1 " =20 FEET VERTICAL SCALE: 1' =2 FEET CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 14 +00 15+UU 16 +00 L' +00 APPROVED FOR CONSTRUCTION 5,5 11/20/2017 D, A Civil •Municipal•Geotechnical•Land Surveying DESIGNED BY DATE BY: DATE: olar_cioR OF aueuc woal:s S.K, C.AD. D. BY u2o7DATE DATE YELM COMMUNITY Jerome W. Morrissette & Associates Inc., P. S. APPROVAL 9W cnECKEO By "'20'201 DnTE SCHOOLS 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 EXPIRES DATE PLOTTED 1112012017 Z H C � LVC: 200,00 / V O C Z O V STA: 155401000 + M, z N Fc ELE17, Z +� +� Q 424 DwAY / DE w w FINISH GFA / / w di W _ / END V -DITCH ITA 1]+ Q 2 AT A -L NE w v7 — — EXISTING GRADE i � 4 IN DETAIL (SEE DETAIL 0 PVC PIPE X- SHEET 14) PC / — 4 IN SCR. 40 PVC PIPE X ING OF SWALE / BOTTOM — 4 IN SEE SAN . 40 PVC RIDE DETAIL SHEET i X -ING 4 IN MCI 40 PVC PIPE X -ING (SEE DE AIL SHEET DU 4 IN SCI -I, 4 PVC PIPE X -I G (SEE DETAIL OFTEET 14) 13 +U0 HORIZONTAL SCALE: 1 " =20 FEET VERTICAL SCALE: 1' =2 FEET CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 14 +00 15+UU 16 +00 L' +00 340 338 336 334 332 330 328 18 +00 326 M. W, I T ".A z I o? 34234 q, 8'DISTEStF' E`SSIONAL StY� PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD A -LINE PLAN & PROFILE STA. 13 +00 TO STA. 184 Bucoda Watermoin Plan & Profile SHT 10 OF 18 APPROVED FOR CONSTRUCTION 5,5 11/20/2017 D, A Civil •Municipal•Geotechnical•Land Surveying DESIGNED BY DATE BY: DATE: olar_cioR OF aueuc woal:s S.K, C.AD. D. BY u2o7DATE DATE YELM COMMUNITY Jerome W. Morrissette & Associates Inc., P. S. APPROVAL 9W cnECKEO By "'20'201 DnTE SCHOOLS 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 EXPIRES DATE PLOTTED 1112012017 340 338 336 334 332 330 328 18 +00 326 M. W, I T ".A z I o? 34234 q, 8'DISTEStF' E`SSIONAL StY� PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD A -LINE PLAN & PROFILE STA. 13 +00 TO STA. 184 Bucoda Watermoin Plan & Profile SHT 10 OF 18