The URL can be used to link to this page

20170370 PlansSECTION 24, TOWNSHIP 17 N, RANGE 1 EAST J co��vr v�vi rY ALTERNATE ACCESS ROAD PROJECT VICINITY MAP NTs 0 it � / /// �_7' ,q / HIGH SCHOOL CAM YELM CAMPUS SHEET INDEX T 1 COVER SHEET =� 2 SITE PLAN 2� 3 NOTES, ABBREVIATIONS & LEGEND 4 H.S. CAMPUS DEMOLITION PLAN 5 TAHOMA BLVD. DEMOLITION PLAN 6 TAHOMA BLVD. IMPROVEMENTS 7 H.S. CAMPUS IMPROVEMENTS > - 8 A -LINE PLAN & PROFILE STA. 3 +00 TO STA. 7 +50 Q ° V 9 A -LINE PLAN & PROFILE STA. 7 +50 TO STA. 13 +00 SCALE I100 FEET j III 10 A -LINE PLAN & PROFILE STA. 13 +00 TO STA. 18 +00 0 50 100 200 I / 11 INFILTRATION FACILITY & DETAILS III 12 EROSION CONTROL PLAN 13 EROSION CONTROL DETAILS & NOTES lqi7 0 14 STORM DETAILS & NOTES VERTICAL NG Oa9UM V 29 I� oO BT I I BENCHMARK.' THUBSTON COUNTY TARGET NO 252 Q 15 SURFACE RESTORATION & TRENCH RESTORATION DETAILS SUPFACE MON WYARASS CAP AT 93rd AVE SE A 0 16 SIDEWALK CURB DETAIL &NOTES NTEF FDA °' oL32 MILE WEST OF SP-510 YELM AC { —� I 17 FENCING DETAILS 18 STREET LIGHTING DETAILS CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTFACTOF SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT I -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. °o w v;wASh o PecsTwREO A's11 -Nn SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD COVER SHEET 17121 PLAN & PROFILE SHT 1 OF 18 A Civil -Municipal •Geotechnical -Land Surveying APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF aueuc KS APPROVAL EXPIRES 5,5 1112012017 SSiGNEDBY DATE S.K. „i2 °120" YELM COMMUNITY SCHOOLS Jerome W. Morrissette & Associates Inc., P.S. 1 700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 p C.AD. D. BY DATE EnECKED W "'20'201 c By DATE H120/20n DATE PL07TED °o w v;wASh o PecsTwREO A's11 -Nn SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD COVER SHEET 17121 PLAN & PROFILE SHT 1 OF 18 MOUNTAIN VIEW RD / 4 a° IYELM HIGH SCHOOL CAMPUS IS Do TT Bilk �I I I I I Q � QPFr [ III III yl.�c.`YC III ob oc 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 I -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. SECTION 24, TOWNSHIP 17 N, RANGE 1 EAST CONSTRUCT GATE SIGNING, & IPING - PAVEMENT MARKING T P,N. T P.N. 21 4130302 21724131000 + D T P,N, 1]24130300 1003.]2 ? P.01 + IO 21]24240101 4I a TPN CONSTRUCT ALTERNATE ACCESSES ROAD, SIDEWALK & UTILITIES 21 ]24240000 (, CONSTRUCT STORM WATER Un) CATCH BASINS & Q� & 4 CONVEYANCE PIPING ,C� o J T P.N. ASEMENT FOR STA, 4 +51. A -LINE + 21]24240100 NGRESS /EJIPESS & m _ D BEGIN NEW ACCESS ROAD C1 TR TIED FOR PARSE Q ST 3.016 E 4= 01926'31' CZ A�CESSUDRI VEWAftE +l Q L= 169.662, X06 4- 019'17'00 5 _ L- 168.279, 3oo.e1 -_� STA. 18 +48.6 A -LINE R =500 000 52 FT STA 2 +8.65 TAHOMA LINE —I c ce p14 +00 A —LINE _ \ g� ., LINE — ;i CONSTRUCT RIO - FILTRATION IWALES D wAESSFAGPESS RESTRIPE PARKING AREA FOR STUDENT DROP OFF \ & UTILR OT FOR 0 AL T FRONTAGE IMPROVEMENTS - ZONE INSTALL INFORMATIONAL & DIRECTIONAL SIGNS, CONSTRUCT STORM WATER INFILTRATION POND T &N 3 � ALONG TA OMA BL D_ 21]24240100 T P.N. 0 50 F? X 100 FT STOCKPILE AREA 21724240101 1 I16p ^" CONSTRUCT H.S. ON SITE IMPROVEMENTS CONSTRUCT POND ACCESS DRIVEWAY ov 1 EXISTING WELL &WELL HOUSE CURRENTLY NOT PLUMBED FOR USE ® as a L 3aI 1304.19 3� Lit � I t 21724210500 0 TPN. 21724240200 T.P.N. 21]24240300 PROJECT DATA A Civil -Municipal •Geotechnical -Land Surveying OWNER: CONTACTS: YELM COMMUNITY SCHOOLS YELM COMMUNITY SCHOOLS AFFECTED PARCELS. BRIAN WHARTON, SUPERINTENDENT TPN 21724240000 360.458.6139 OFFICE TPN 2 72421050 CHRIS HANSEN, FACILITIES DIRECTOR 360,458,6128 OFFICE WATER. SEWER /STEP, RECLAIM WATER: JWMA CITY OF YELM STEVE WILLIE, PE PMP SENIOR PROJECT ENGINEER (CIVIL) ELECTRICAL POWER & GAS: SCOTT SEVERS PROJECT MANAGER (CIVIL) FUSEE SOUND ENERGY 360,352,9456 OFFICE EARTHWORK QUANTITIES SCJ ALLIANCE CHARLIE SEVERS, PE - SCJ ALLIANCE (DRAINAGE REPORT) F, al Cut = 3763 c Yd. GEORGE SMITH, SENIOR TRANSPORTATION PLANNER (TRAFFIC IMPACT ANALYSIS) Total FIJI = 3722 cu. Yd, 360,352,1465 OFFICE INSIGHT GEOLOGIC BILL HALBERT, LH.G LEG (GEOECHNICAL REPORT) 360. 754.2128 OFFICE KEY ENVIRONMENTAL SOLUTIONS KEY MCMURRY, PROFESSIONAL STREAM & WILDLIFE BIOLOGIST 360.942.3184 OFFICE TRUE POINT SURVEYING ROY SNYDER, PLC (TOPOGRAPHICAL & BOUNDARY SURVEY ) 253 350,6535 MOBILE TPN. SCALE: I100 FEET 0 50 100 200 VERTICAL DATUM NGVO 29 BENCHMARK: THURSTON COUNTY TARGET NO 252 SURFACE MON W /BRASS CAP AT 93rd AVE SE CENTER ROAD, 0.32 MILE WEST OF SR -510 IN YELM ELEVATION = 327.561 F c srwRE� As11 -Nn SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD SITE PLAN 17121 Plan & Profile SHT 2 OF 18 A Civil -Municipal •Geotechnical -Land Surveying APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF PUBLIC wDRKS APPROVAL EXPIRES ss. 11/20/201] DESIONEDBY DATE S.K. "/26/201] YELM COMMUNITY SCHOOLS Jerome W. Morrissette & Associates Inc., P. S. 1700 Cooper Pt. Road S.W. #113-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 C. AD. D. BY DATE SW "'20'201] CHECKED By DATE n /26 2T1 DATE PLOTTED TPN. SCALE: I100 FEET 0 50 100 200 VERTICAL DATUM NGVO 29 BENCHMARK: THURSTON COUNTY TARGET NO 252 SURFACE MON W /BRASS CAP AT 93rd AVE SE CENTER ROAD, 0.32 MILE WEST OF SR -510 IN YELM ELEVATION = 327.561 F c srwRE� As11 -Nn SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD SITE PLAN 17121 Plan & Profile SHT 2 OF 18 SECTION 24, TOWNSHIP 17 N, RANGE 1 EAST 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 I -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. A Civil -Municipal •Geotechnical-Land Surveying Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 APPROVED FOR CONSTRUCTION BY DATE= DIRECTOR OF FUBLIO woHKS APPROVAL EXPIRES= 55 " 1201209 DESIGNED BY DATE S.K. 11/20/201] C. AD. D. BY DATE SW 11,20,20,] CHECKED BY DATE 11 /2 02 017 DATE PLOTTED YELM COMMUNITY SCHOOLS i7 F 'I ti c v J c+t Y 'Wc srwRE� �B11 -Nn S PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD NOTES, ABBREVIATIONS & LEGEND 17121 Plan & Profile � SHT 3 OF 18 NOTES 1. THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR THE LOCATION AND LEGEND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION RY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 OR 811 A MINIMUM ABBREVIATIONS EXISTING PROPOSED OF 48 HOURS PRIOR TO AN' EXCAVATION. 2 TOPOGRAPHIC INFORMATION SHOWN HAS BEEN CONDUCTED BY JWM &A APPROX APPROXIMATE *,IT IRRIGATION HEAD © FACILITY INVESTIGATION / POTHOLING STAFF UTILITY INFORMATION SHOWN HAS BEEN COMPILED FROM UTILITY MAPPING OR FIELD LOCATES PROVIDED BY RESPECTIVE AGENCIES AND APWA AMERICAN PUBLIC WORKS ASSOCIATION ER ICY IRRIGATION CONTROL VALVE ■ TYPE I STORM CATCH BASIN TRANSFERRED TO THE TORO BASE BY SCALING FROM COMMON REFERENCE POINTS. UTILITY INFORMATION HAS BEEN CONFIRMED WHERE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS M WATER VALVE SURFACE FEATURES ARE VISIBLE, JWM&A ASSUMES NO LIABILITY FOR • SEWER CLEANOUT UTILITIES NOT CORRECTLY SHOWN OR OMITTED FROM THESE PLANS AWWA AMERICAN WATER WORKS ASSOCIATION ® WATER METER 0 ELECTRICAL JUNCTION BOX 3. THE CONTRACTOR Li" REDLINE GS KEEP ACCURATE R. BW BACK OF SIDEWALK FIRE HYDRANT C RELOCATED ELECTRICAL JUNCTION BOX LATERALS AN UTILITIES DI SERVICE LATERALS FOR WATER, SEWER. AND OTHER UTILITIES DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR WILL DELIVER CIL CENTERLINE ® AREA DRAIN RELOCATED STREET LIGHT REDLINE DRAWINGS TO THE ENGINEER AT PROJECT COMPLETION, Cp CLEANOUT 0 TYPE 1 STORM CATCH BASIN �— _________- SAWLI/iTING LIMITS (SCHEDULE "A') 4. ADJUST TO FINISH GRADE ALL PROPOSED VALVE BOXES, MANHOLES, CLEANOUTS JUNCTION BOXES ETC. WITHIN THE RESTORATION LIMITS CON CONIFER TYPE —" "— UNDERGROUND POWER CONDUIT o� 2 STORM CATCH BASIN UNDERGROUND COMMUNICATIONS CONDUIT 5. RESTORE DISTURBED SURFACES TO EOUAL OR BETTER THAN PRE — CONSTRUCTION CONDITIONS AND TO THE SATISFACTION OF THE CITY OF YELM & ELLIN COMMUNITY SCHOOL CB CATCH BASIN 0 S SANITARY SEWER MANHOLE sroc STORM MAIN L1]F CONTROL DENSITY FILL O SANITARY SEWER CLEAN OUT CONCRETE TRAFFIC CURB LONG CONCRETE ODE DOWN SPOUT �� CONCRETE TRAFFIC CURB & GUTTER DEC DECIDUOUS CG GAS VALVE DIA DIAMETER SIDEWALK EXPANSION JOINT ® GAS METER EG EXISTING FACE OF GUTTER POWER POLE f DETECTABLE WARNING SURFACE EP EDGE OF PAVEMENT O UTILITY POLE SURFACE MONUMENT EX OR EXIST EXISTING [:D CURB SCUPPER FG FINISH GRADE LUMBPOSE OP GUY POLE FL FLOWLINE POLE ANCHOR FW FACE OF SIDEWALK TELEPHONE PEDESTAL GO GRADE BREAK OT TELEPHONE MANHOLE GY GUTTERLINE AT FLOWLINE ❑,J JUNCTION BOX IE INVERT ELEVATION z TRANSFORMER LE LAWN EDGE F LF LINEAR FOOT / FEET u MAILBOX X" YD YARD DRAIN LT LEFT MAX MAXIMUM — SIGN ® SURFACE MONUMENT (PROJECT CONTROL) MH MANHOLE ® CASED MONUMENT (PROJECT CONTROL) MIN MINIMUM '® STA, MUT D MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES / ELEV. PK NAIL (PROJECT CONTROL) CONIFER TREE PVC POLYVINYLCHLORIDE DECIDUOUS TREE PC POINT OF CURVATURE PRO POINT OF REVERSE CURVE X LANDSCAPE ROCK OF POINT OF TANGENCY SANITARY SEWER LINE SIN OR ROW RIGHT —OF —WAY W WATER LINE PT RIGHT so STORM LINE 517 STORM DRAIN GAS LINE so R STANDARD DIMENSION RATIO nand. cns ABANDONED GAS LINE SG SUB GRADE uca UNDERGROUND POWER SS SANITARY SEWER ucc UNDERGROUND COMMUNICATIONS STA STATION w+Y OVERHEAD POWER TO TRAFFIC RATED cv EDGE OF PAVEMENT TVP TYPICAL FENCE - - - - - -- CONCRETE CURB & GUTTER re/w RIGHT —OF —WAY 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 I -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. A Civil -Municipal •Geotechnical-Land Surveying Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 APPROVED FOR CONSTRUCTION BY DATE= DIRECTOR OF FUBLIO woHKS APPROVAL EXPIRES= 55 " 1201209 DESIGNED BY DATE S.K. 11/20/201] C. AD. D. BY DATE SW 11,20,20,] CHECKED BY DATE 11 /2 02 017 DATE PLOTTED YELM COMMUNITY SCHOOLS i7 F 'I ti c v J c+t Y 'Wc srwRE� �B11 -Nn S PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD NOTES, ABBREVIATIONS & LEGEND 17121 Plan & Profile � SHT 3 OF 18 A P'\ 35 RUBILI N I� PK��EE "A BRIABLE , -- T,KIE T, T, �\ REMOVE & DISPOSE OF EXISTING INTEGRAL CONCRETE SIDEWALK & CURB till's I I� U \210 A n \ \ \ A "Ln \ \\ 10, A STA. 3 +43.46 A —LINE= 51M3.16 B —LINE M y EXI TING �51 EWALK / REMOVE EXISTING WHEEL STOPS 0 X (RETURN TO Y.C.S.) \ / REMOVE EXISTING PARKING STALL STRIPE REMOVE PARKING STRIPING & PAVEMENT MARKINGS THIS AREA (16 STALLS) \ \ 0 TOP , II, � REMOVE VEGETATION & SHRUBS AS HE FOR GATE >f1 1 INSTALLATION & OPERATION tt�JJ \ \I \\ 111111 O REMOVE ARROW PAVEMENT MARKINGS THIS AISLE(3 PLACES) SCALE: 1 " =20 FEET 0 ID 20 40 FireE so \ so " ii s 4100 o�FRE M'\ \ \ \ \\ \ \342 \\ \\\III \ / I�� \ \ \ \\ \ \ \ \\ \ \ \ \\ l �F,RE �so i � \ / AF j \ REMOVE & DISPOSE \ 150 LF CEMENT 11LETE CURB - \ \ SAWCUT. (TYP.) /\ \ REMOVE FIT DISPOSE OF 9 FT EXISTING ASPHALT FOR////// �� \I��\I / / /I / / /�� \I��\I 11 TIP) MPR YEMEN S II II II II \ �I \ \ \I \ \ \I \I \\ \ \I \I \\ rere re wre irere wE �ww irere iaa wA irere as wa irere ,, wre ,U, wA 3 IN. PVC IRRIGRATION TEE irere irere re \ iaa SAWCUT EXISTING re CEMENT CONCRETE A RB CEMENT, EXISTING I PROTECT IN —PLACE EXISTING WATER VALVE TEE CEMENI11 CONCRETE CURS RE EIRE EIRE EIRE EIRE EIRE EIRE � 8 IN. AC FlREMEEIN (ADJUST VALVE BOX TO FINISH GRADE) P �� REMOVE & DISPOSE OF 55 LF ± EXISTING CHAIN LINK FENCE `S IDLY Wggry L! G74.c VERTICAL DATUM NGVD 29 --- 34234 ' 0 CALL BEFORE YOU DIG: SCALE: 120 20 FEET BENCHMARK: THUGS COUNTY TARGET NO 252 'P O THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF SURFACE MON W /BRASS CAP Ai 931d AVE SE CENTER ROAD, 0.32 MILE WEST OF SR -510 IN YELM `SSTONAL StY� 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. 0 10 20 40 ELEVATION = 321561 PERMIT SUBMITTAL NO DATE BY APPR REVISIONS Civil• Municipal •Geotechnical•LandSurveying APP RUCTION BY: DATE: DIRECTOR OE PUBLIC WORKS APPROVAL EXPIRES: 55 11/z0/2011 YELM COMMUNITY SCHOOLS YELM HIGH SCHOOL ALTERNATE ACCESS ROAD H.S. CAMPUS DEMOLITION PLAN DES DESGNEDBY DATE S.K. „T2012011 Jerome W. Morrissette & Associates Inc., P. S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 C. SD. D. BY DATE SW "120'201 CHECKED By DnTE 1112012017 17121 Plan &Profile SHT 4 OF 18 DATE PLOTTED SECTION 24, TOWNSHIP 17 N, RANGE 1 EAST SIDEWALK & CURA kEM VAL LIMITS �REMOVE & DISPOSE OF EXISTING CEM NT CONCRETE SIDEWALK r— EX. WATER A /VACUUM VALVE PROTECT EDGE OF ASPHALT FROM DAMAGE (PROVIDE & CONSTRUCT A TEMPORARY TRANSITION THAT WILL oxa oxP oxP / �P s PROTECT THE EXISTING PAVED EDGE FROM DAMAGE. THE �CONTRACiOR SHALL NOT DRIVE ACROSS THE EDGE OF ASPHALT UNTIL SUCH MEASURES HAVE BEEN CONSTRUCTED.) onv onv oxa oxa UP onv EXISTING 51DEWALK SAWCUT \ (I\ SA WCUT EXISTING SIDEWALK 11 IN FINE WAY —so sn so sn so sn �so sn so 5 ` COVE &DISPOSE OF 1p EXISTING CEMENT CONCRETE so 5 Js o CTj� 'HE pE-AC D so so sv sv so sv so FIELD CONFIRM ALL ACTUAL W REMOVE 200 FT f MEASUREMENTS PRIOR TO z -- �L + EXISTING FOG LINE E CONSTRUCTING CURB FORMS (WHITE SOLID STRIPE) _ +"M n W w W w w�w w w w TAHOMA LINE i - REMOVE EXISTING CROSSWALK STRIPE AS NEEDED TO TAHOMA BLVD. SE ACCOMM ODATE NEW CROSS WALK (6 LF ±) � �T\ sP, \ 'PI, M m F mu � � M m L, sore mru mru — — � EX SEWER AIRTVACUUM VALVE yy /� E %. C OSS WALK \ � RAM PRB \ / ERAC PR 1 1 +00 STOP RAE CONSTRUCTION NOTES- \ O I REMOVE & DISPOSE OF EXISTING STREET TREE SALVAGE RETURN FRAME & GRATE TO THE CITY OF YELM TREE FRAME & GRATE, PUBLIC WORKS DEPT. \1 PROTECT IN —PLACE EXISTING AIR/ VACUUM VALVE REMOVE &RELOCATE EXISTING VALVE I TSPL PLAN (SEE TAHOMA BLVD IMPROVEMENTS AN SHEET 6) \ � I I I F I / F cZ� WAS.y,. $X, o I \ VERTICAL DATUM NGVD 29 I — -' J _cxt CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF SCALE' I" 10 FEET BENCHMARK. THUR5TON COUNTY TARGET NO 252 SURFACE MON W /BRASS CAP AT 93rd AVE SE CE NTER ROAD. 0.32 MILE WEST OF SP IN YELM 34234 0 'P 4R' T �-N R � O,11 10NAL S 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. 0 5 10 20 -5,0 ELEVATION = 327.561 PERMIT SUBMITTAL NO DATE BY APPR REVISIONS ° M Cvl• uncpal •Geotechncal•andurveyng APPROVED FOR corJSrRUCTlory BY: DATE:— DIRECTOR OF PUBLIC woaKS APPROVAL EXPIRES: "12012C" YELM COMMUNITY SCHOOLS YELM HIGH SCHOOL ALTERNATE ACCESS ROAD TAHOMA BLVD. DEMOLITION PLAN DES DATE G SK „i2Gi7 Jerome W. Morrissette & Associates Inc., P.S. 1 700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 C.AD. D. BY DATE SW u20�2 °" cnECKEO By DATE 11/20/201 17121 Plan &Profile SHT 5 OF 18 DATE PLOTTED SECTION 24, TOWNSHIP 17 N, RANGE 1 EAST TAX F INSTALL R1 -1 STOP SIGN IN ACCORDANCE � WITH THE M.U.TCD. STA. 7451 06 A -LINE 35 FT. RADIUS i0 FACE OF URB FIELD ADJUST AS NECESSARY TO MATCH THE EXISTING CUR DIM NSIONS RE ELEVATIONS AND THE CITY OF 'ELM REQUIREMENTS / I STA. 18 +03.38 A -LINE 6 FE FAGS OF CURB AT MID. \ POINT OF CURB RAMP 3 FL EL= 341.40 'b STA, 3 +25.50 OFF 45.55 FT Li. MILY LINE a RELOCATE EXISTING C ASSEMBLY \\ � PIPE ACCORD &INSTALL PIPE &ADAPTERS IN ACCORDANCE WITH THE CITY OF YELM - R€MBVE &�EXI 16N FURNASHtiv M NEW� M9/.NWW6 REQUIREMENTS oxa oxa ARGWARF N TH THE CITVO�F YELM oxv REQUIREMENTS onv oxa v uc�` uc P onv oxa oxa \ EXISTING SIDEWALK INSTALL T P SIDE WALK CLOSURE SIGN 1 EXISTING SIDEWALK INSTALL TEMP. SIDE W WALK LOSURE SIGN �- (SSE TEMP REWALK CLOSURE APDMATIC THIS SHEET) (SEE TEMP. SIDEWAL CLO URE SCHEMATIC iFEET) \ �— \ MATCH EXISTING GRADES EL= 340.79 (FIELD VERIFY ADJUST AS NECESSARY) DRIVE WAY / � MATCH EXISTING GRADES EL. 340.66 V DIUST AS NECESSARY C PS OCT 6 iLT. X 5 FT, A PHALT2EANDING AT IN ANY DIRE ION SHALL NOT EXCEED (M INTAIN �PAC T IVE DRAINAGE TOWARD LOW PATH (TYP.) THE C NTRAC ALL MARK LANDING LIMITS IN �iHE FIELD FOR IN PECTIO I R i0 AINAG G ASEHAL & APAT CSHE BEN CO T 0. PROVIDE 48 HRS A VANCE ICE ENoiiv€�R 11 so S� so J r= so S� so sv \ sv so sv so sn so sn so sn �so So 5 IF TACK &SEAL WHE E NEW LIMA AeUrrS ExISTS,vc ar�SPr+ALT CONCRETE (TVP4 z_ 3 CONSTRUC PAIN ED CROSSWALK STRIPE PER THE M.U.TC.D. AND CITY OF YE M R OUIREMENTS (TVP.) w not w w w SI w w w�FW w � A A THOMA LINE + A oD' 00,00 i — �� _ T__ (n STA. 18480 A -LINE CURB RETURN STA. 18 +80 IA-LINE FL, EL= 339.84 CURT REFUSE EL= 33914 IR F-1 STA. 18 +03,38 25 FT ITT, A -LI MID POINT OF CU B RAMP I FL. OR 34OF �- 5 FT. (TYP.) SCALE: I10 FEET RESET EXISTING SIGN 7 FT. (TVP.) 0 5 10 20 oxv oxv FT. - o onv onv , oxv c onv onv A FT 5 FT (TVR) (T P) e T EXISTING SIDEWALK FT(TYP.) �� (IT YP.) F— FT (TVP.) DRIVE WAY VERTICAL DATUM TON 29 BENCHMARK: THURSTON COUNTY TARGET NO 252 EXISTING FLOWLINE EL= 340.62 STA. 18 +03.28 24.5 FT LT, A -LINE EXISTING FLOWLINE MID POIN OF CURB RAMP EL= 340.72 SURFACE MON W /BRASS CAP AT 93rd AVE SE CENTER ROAD, 0.32 MILE WEST OF SR -510 IN YELM ELEVATION = 327.561 FL. EL= 340.23 8 E sro so sro so s sro so sro so sro so KX so KX so KX F CURB RAMP LAYOUT PLAN ' IN. _ 10 FT, CALL BEFORE YOU DIG: NOTE: THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO RUNOFF THE CONTRACTOR UTILITIES SHALL BE FULLY RESPONSIBLE AL FOR THE LOCATION AND PROTECTION OF COLLECTIN POINTS OF ALL FINISH ASPHALT, CURB GUTTER X, SIDEWALKS ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING R UNDERGROUND CQCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 34234 o 'P L'�I" 50' E`1'SIONAL StY� PERMIT SUBMITTAL NO DATE BY APPR REVISIONS A Civil -Municipal •Geotechnical -Land Surveying APPROVED FOR CONSTRUCTION gY: DATE:— olar_cTOR OF aueuc woaKS APPROVAL EXPIRES: S.S. 11 12612017 YELM COMMUNITY SCHOOLS YELM HIGH SCHOOL ALTERNATE ACCESS ROAD TAHOMA BLVD. IMPROVEMENTS DESIGNED BY DATE SK 1112012017 Jerome W. Morrissette & Associates Inc., P. S. 1 700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 C.AD. D. BY DATE DATE 3 W "120�201 CHECKED By DATE 111201201 Plan &Profile SHT 6 OF 18 DATE PLOTTED MATCH FLOW LINE AT FACE OF CURB CUT PIPE FLUSH WITH FACE OF CuRR MATCH EXISTING CROSS — SLOPE LAC & SEAL ALL JOINT - (TYP.) G PAVEMENT 4 IN COMPACTED DID COMMERCIAL HMA 2 IN, COMPACTED GST,C, 8 IN COMPACTED DEPTH GRAVEL BASE RESTORE SURFACE BEHIND CONSTRUCT 2 , IN. SCH B -LINE SIDEWALK WITH 40 PVC PIPE C.STC 4 IN 2.56 IN. -- \)� STAINLESS STEEL MECH BONNET SECURED TO 2 , IN SCH 40 L2 IN COMPACTED DEPTH PIPE W/ STAINLESS STEEL CLAMP CSTC. MESH TO HAVE MAX OPENING OF 0.125 IN X 0.125 IN, COMPACT SUBGRADE MIN. OPENING OF 0.09375 IN X 0.09375 IN SECTION D NT5 TOP OF CEMENT CONCRETE SIDEWALK JOINT CEMENT CONCRETE SCORE JOINT INTEGRAL CURB & (SEE PLAN FOR SIDEWALK LO 4 IN. MIN. THICK K CEMENT X ° ° FLOW LINE OR GYfiTERLINE GONG, SIDECATION) a 5,1.33 7 OFF. 71 LF ITT, 15. 2 z IN SCH. 40 PVC D AIN PIPE JOINT OFFSET FROM FACE E OF CURB (SSE PLAN FOR LOCATION) BOTTOM OF INTEGRAL CURB rf-r'TI k1 r ti \ PamaelR STA. 3-11 B LINE MA T E ANTI N DEWALK GRADES PROVIDE FULL \ \ u E PNSiON ''' "'�� \ \ \WWW�� \ \ \WWWIII»IINi MATERIAL BETWEEN N W & �XISTI � \ XIS IN SIDEW LK PAINT FACE OF CURB SAFETY \LLOW ALL AIBOUND 'CURB) \ \ 34 \/ FULL DEPTH EXPANSION JOINT (TYP.) / (SCE SPEC.) \CSTC� —,2 IN,� 'A'A "ED ENDJ a IN WASHED ROCK OVER FAIN PIPE FLUSH WITH IF OF 510E WALK _"ORE JOINT CEMENT CONCRETE V II INTEGRAL CURB & a SIDEWALK DRAIN PIPES THROUGH DEWALK U SIDEWALK SCORE JOINT (TIP.) MATCH SURROUNDING 5,1.33 7 OFF. 71 LF ITT, 15. INTEGRAL CURB SCORE Q JOINT OFFSET FROM FACE E OF CURB INSTALL CUSTOM DROP OFF ZONE SIGN L— D DRAINPIPE THROUGH SIDEWALK DETAIL N. L S. \ PAINT NEW CURB SAFETY YELLOW BROOM, FIELD CONFIRM) CONSTRUCT DRAINPIPE THROUGH CYCLE MATCH TOWELED EDGE FINISHES 0 PRO iO THOSE MATCHING INTO (TIP, 8 PLACES) OPP (SEE DRAINPIPE THROUGH CURD DETAILS) FRY s4 vso I I \aaT OF \ CONSTRUCT �� V �FaE 9 FT \ \ �vN,� \F IS FT. \a STA. 4 +85.326] A -LINE � I\ STA. 4 +89.59 A -LINE — 3,00 ( J )INT MA ERIAL BETWEEN NEW & BEGIN I LET JOINT LAYO�T RAMP �B -(_)NE 89' S9' 35 -(_)NE TA +44.8 A F 1571 LF EFT o W TALL CUSTOM OROP OFF SIGN W/ \ SL�OW M�UNTED BELOW ED CROSS WALK HE SIDE ISLAND THE EXISTOO595TRIPING \ -0, �\ \ V \ A CONSTRUCT HEAVY DUTY GA/ 5 FT (TIP_p (SEE DETAIL SHE 8) \I THE CONTR CT" SHALL FIELD VERI NS FLOOD & ELEVATIONS PRIOR TO ORDERING PARTS \ \� 15 FT (TIP. z PLACES) 3.5 FT (TIP. 2 PLACES) 4�-- EXISTING EVERGREEN TREE GATE TIE BACK POST (TYP. BOTH SIDES) AS REOUIRE6✓ NOTE: REMOVE SHRUBS & PL NTING AS REQUIRED FOR HEAVY DUTY GATE \ \ ((�� INSTALLATION E 'STING SHRUB 'r.,} SCALE: 120 FEET � /� /� \ \� \ 0 10 20 40 GFE 690 11 LT / `IWNST LL LOU TOM 0 OP OFF SIGN 4+00 \ \ MOUNTED BELOW \ \ \ \ \ \ \ \ \ Iz 1 PAIN DI ENN STRIPE AS DIMENSIONS &LAYOUT As E,�1snNC CROSS arr- sTR1PF— BFGN NEW 1OADWAY1CONSTRUCTAON SEA .4 +52 P 45 R = 45 TACK & SEAL ASPHALT JOINTS MATCH EXIST' G GRADES EXI i1NC EµV ASPNALT AgUTTS —,4.5 t \ll _L \\�_I_I —t \ \_I_I —t \ R — ,4.5 FT�=WALK ___t wre 'rere wa irere area wre irere wa .rere irere — LIFE rI\ FIR' IRE F�� LIFE LIFE LIFE LIFE LIFE LIFE PROVIDE 25 40 PVC IT V II I STA. DRAIN PIPES THROUGH DEWALK U SIDEWALK 5,1.33 7 OFF. 71 LF ITT, 15. (SEE DETAIL SI -IFFY THIS SHEET) INSTALL CUSTOM DROP OFF ZONE SIGN SCORE JOINT (TYP.) OFF 15.71 LF ITT _ (SEE SPED) INSTALL CUSTOM DROP OFF ZONE Si G1V STO 4 +71 f B -LI M GQQ PSIDEW 26 FT 10 RAMP 6 FT RAMP \y _ DXI ING TO RDA PEDE i LAN- 15 FT. C.C. 1,5 FT,(TYP.) y VERTICAL DATUM Cog FT tt NGVD 34234 CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF N O BENCHMARK: iHURSTON COUNTY TARGET NO 252 SURFACE MON W /BRASS CAP AT 93rd AVE SE CENTER ROAD, 0.32 MILE WEST OF SIT -5,0 IN YELM 0 'P O W E 8'DISTEStF' `SSIONAL StY� 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 0 G `BOP U T U 20 BOP`10FF ONE i BY CONSTRUCT 151 LF 5 FT IM DE / INTEGRAL CYCLE &SIDEWALK (SEE DETAIL THIS SHEET) 0 ss. 1112012017 MATCH EXISTING FINISH (LIGHT YELM COMMUNITY SCHOOLS /yry \ PAINT NEW CURB SAFETY YELLOW BROOM, FIELD CONFIRM) CONSTRUCT DRAINPIPE THROUGH CYCLE MATCH TOWELED EDGE FINISHES 0 PRO iO THOSE MATCHING INTO (TIP, 8 PLACES) OPP (SEE DRAINPIPE THROUGH CURD DETAILS) FRY s4 vso I I \aaT OF \ CONSTRUCT �� V �FaE 9 FT \ \ �vN,� \F IS FT. \a STA. 4 +85.326] A -LINE � I\ STA. 4 +89.59 A -LINE — 3,00 ( J )INT MA ERIAL BETWEEN NEW & BEGIN I LET JOINT LAYO�T RAMP �B -(_)NE 89' S9' 35 -(_)NE TA +44.8 A F 1571 LF EFT o W TALL CUSTOM OROP OFF SIGN W/ \ SL�OW M�UNTED BELOW ED CROSS WALK HE SIDE ISLAND THE EXISTOO595TRIPING \ -0, �\ \ V \ A CONSTRUCT HEAVY DUTY GA/ 5 FT (TIP_p (SEE DETAIL SHE 8) \I THE CONTR CT" SHALL FIELD VERI NS FLOOD & ELEVATIONS PRIOR TO ORDERING PARTS \ \� 15 FT (TIP. z PLACES) 3.5 FT (TIP. 2 PLACES) 4�-- EXISTING EVERGREEN TREE GATE TIE BACK POST (TYP. BOTH SIDES) AS REOUIRE6✓ NOTE: REMOVE SHRUBS & PL NTING AS REQUIRED FOR HEAVY DUTY GATE \ \ ((�� INSTALLATION E 'STING SHRUB 'r.,} SCALE: 120 FEET � /� /� \ \� \ 0 10 20 40 GFE 690 11 LT / `IWNST LL LOU TOM 0 OP OFF SIGN 4+00 \ \ MOUNTED BELOW \ \ \ \ \ \ \ \ \ Iz 1 PAIN DI ENN STRIPE AS DIMENSIONS &LAYOUT As E,�1snNC CROSS arr- sTR1PF— BFGN NEW 1OADWAY1CONSTRUCTAON SEA .4 +52 P 45 R = 45 TACK & SEAL ASPHALT JOINTS MATCH EXIST' G GRADES EXI i1NC EµV ASPNALT AgUTTS —,4.5 t \ll _L \\�_I_I —t \ \_I_I —t \ R — ,4.5 FT�=WALK ___t wre 'rere wa irere area wre irere wa .rere irere — LIFE rI\ FIR' IRE F�� LIFE LIFE LIFE LIFE LIFE LIFE CIA FT 51IFT III Y SIDEWALK oY WAS.y SO �.5�'J VERTICAL DATUM Cog NGVD 34234 CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF SCALE: 120 FEET BENCHMARK: iHURSTON COUNTY TARGET NO 252 SURFACE MON W /BRASS CAP AT 93rd AVE SE CENTER ROAD, 0.32 MILE WEST OF SIT -5,0 IN YELM 0 'P O W E 8'DISTEStF' `SSIONAL StY� 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 U T U 20 ELEVATION = 327.561 40 PERMIT SUBMITTAL DATE BY APPR REVISIONS ° Civil• Municipal •Geotechnical•LandSurveying APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR aE aueuc WORKS APPROVAL EXPIRES: ss. 1112012017 YELM COMMUNITY SCHOOLS YELM HIGH SCI --TOOL ALTERNATE ACCESS ROAD H.S. CAMPUS IMPROVEMENTS DESIGNED BY DATE SK 1112012011 Jerome W. Morrissette & Associates Inc., P. S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 C.AD. D. BY DATE 3W "120'201 cnECKEO By onTE 1112012017 17121 Plan &Profile SHT 7 OF 18 DATE PLOTTED �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 SECTION 24, TOWNSHIP 17 N, RANGE 1 EAST �V T.A 1I ! z I I 327 — 329328— I I \ - -il — — J / L334333 y-- —331- M 339— 338 / /f // / 9 X339 — 33336- 334 332- 33]— - - - - —333 - T _� -._ J3 �- � 331_ � 33e DATE 336\ APPR 331 ° Civil •Municipal•Geotechnical•Land Surveying APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF PUBLIC woans APPROVAL EXPIRES: 5 336 YELM HIGH SCHOOL ALTERNATE ACCESS ROAD INFILTRATION FACILITY & DETAILS DESIGNED BY DATE SK 12017 S00' 25 p5; 53 E C.h D. D. BY DATE s C "C20CC °" 0 5 / uGP / uGP UCH GP 11 /329 � 1 o x R 3 331 � 1 12 333 Gn 32 OUTFACE THIS SHEET " \\ l l STA. 10 +10.05 OFF 84.45 IT RT � \ \ \ new / 5 FT. RADIUS 6 STA. 2 IN 56 LF RT A -LIN\ \\ _ 2DN1 STORM PIPE h / C \ C2 �� / CM / STA. IP- I -]9.4] OFF 104.45 FT RT BOTTOM POND I I I / 5 Fi. RADIUS ELEV = 322.0 I _ STA. 11 +35.99 OFF 101.11 FT AT T\ 5 FT RADIUS I CONSTRUCT STORM INFILTRATION FACILITY I I ((SEE DETAILS SHEET 15)) I I 3 3 C IF tl T 5 - CnON 2 FT 2 FT 32 ITF OAFTON BOTTOM SIDEWALK 3 - 29 1 29 ` 29 MAX C¶ON ' rrr =ACC eCA, TRASH ERACKDURNISHA &HNSTALL SIDE SLOPE 2 'll 2 - 2 -112 RIM =(TIP. W TOP OF POND EL = 326.0 /BEEHIVE GRATE) t DESIGN ELEV FOR I F L 3 12 IN. T00 YR EVENT SETA, 11430. 26 FT LT A -LINE LbNSTRUCT 54 LF OF 12 IN. ASTM 0 3034 SJR35 - �1 EL. =325.0 CONSTRUCT TYPE IF CB STORM PIPE S= 0.0050 ELITE - IT = 323.18 li� AIM- 328.68 6 FT 12 IN. BE = 326.50 CB #2 S = 0.0050 FT /FT STA. 11 +30. 26 FT ITT. A -LINE CONSTRUCT TYPE 2- 48 IN. CB CONSTRUCT 35 LF 12 IN. ASTM D 3034 SYJR 35 STORM PIPE _il��, W /BEEHIVE GRATE PVC STORM PIPE O O O POND BOTTOM EL = 3220 RIM -328.68 12 IN. FREE 12 IN. IT IN= 326.23 12 IN EXISTING GRADE BOARD 12 IN. IE OUT= 323.18 TRANSITION V -DITCH TO GEO TEXTILE MIRAFI 140 OR 3D FT 3 3 ACCOMMODATE OR GRATE APPROVED EQUAL. OVERLAP 1F 100 YR STORM EVENT EL. = 325.0 DIMENSIONS CTYP.) STA. 11 +30 SECTION H JOINTS 12 IN. MIN, NT3. MIN. BOTTOM AREA = 1600 FT' 30 FT POND BOTTOM EL. = 322 4 IN - 6 IN QUARRY SPALL ENERGY DIFFUSER 12 IN THICK X 6 FT, WIDE STRIP MIN. BOTTOM AREA = 1600 FT. INFILTRATION FACILITY SECTION C R E A . SCALE: 120 FEET 0 10 20 40 �w �.S�OY ;WASh c %...,� 1 VERTICAL DATUM 34234 D 0 NGVD 29 E6ISTERF'O �� BENCHMARK: THURSFON COUNTY TARGET NO 252 `SSIONAL StY� SURFACE MON W /BRASS CAP AT 93rd AVE SE CENTER RGA °, MILE ST CC 3R -S,D IN YCCC ELE VATION W 320 S PERMIT SUBMITTAL ELEVATION NO DATE BY APPR REVISIONS ° Civil •Municipal•Geotechnical•Land Surveying APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF PUBLIC woans APPROVAL EXPIRES: ss. 11/20/201] YELM COMMUNITY SCHOOLS YELM HIGH SCHOOL ALTERNATE ACCESS ROAD INFILTRATION FACILITY & DETAILS DESIGNED BY DATE SK 12017 Jerome W. MorrlSsette & Associates Inc., P. S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 C.h D. D. BY DATE s C "C20CC °" cnECKED By DnTE 111201201 Plan &Profile SHT 11 OF 18 DATE PLOTTED SECTION 24, TOWNSHIP 17 N, RANGE 1 EAST A \� l n F"M i III $ TEMPORARY TYPE 3 BARRICADE 8 FT. WIDTH MIN, (2- PLACES) BARRICADE SHALL MEET THE REQUIREMENTS OF THE CURRENT M. U. T . D. PROVIDE TEMPORARY FENCING & LOCKING GATE AFTER EXISTING HAS BEEN REMOVED N!)TE5 1. THE CONTRACTOR SHALL PROVIDE SITE UNAUTHORIZED PEDESTRIANS & VENICE, WORK AREAS ERECT TEMPORARY CH It CONES. SIGNS & BARRICADES AS NECE PLAN TO THE SCHOOL DISTRICT & THE TRAFFIC CONTROL & SITE SECURITY PR CONSTRUCTION. TRAFFIC CONTROL PLAT` CITY OF YELM RIGHTS -OF -WAY SHALL THE CITY IN ACCORDANCE WITH CITY 0, REQUIREMENTS & PROJECT MANUAL. 2. RESTORE STOCK PILE AREA TO EXISTIN 6 IN CLASS B TOPSOIL & HYDROSEED. 3. HYOR05EED DISTURBED SOILS AFTER FI PREPARATIONS 4. PROVIDE POSITIVE DRAINAGE OF TEMPO TOWARD TEMPORARY SEDIMENT & INFIL O1 INSTALL INLET PROTECTION CONSTRUCT TEMPORARY V -DITCH 0 50 100 200 / (SEE- DETAIL SHEET 13 CLEARING LIMITS 50 FT LT A -LINE CONSTRUCT 65 LF OF TEMPORARY 12. IN CULVERT INSTALL NSTRUCTION ENTRANCE (SSE DETAIL SHEET 18) CLEARING LIMITS FT LT A -LINE _ (rvP) _ 00 25' 0 0 i _ o 0 CLEARING LIMITS SOFT AT A -LINE a - S 5' 3" CLEARING LIMITS 60 FT AT A -LINE 0 F VERTICAL DATUM 1 _ _ _ _ _ _ CONSTRUCT 1570 FILTER FABRIC FENCE NGVD 29 CLEARING LIMITS FT Ri. A -LINE 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 CONMR OF 4 BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. EA COINCIDENT W/ CLEARING LIMITS FT X 0 FT 20 Fi. STA. 10 +40, 127 Fi. STA, CLEARING RT. A -LINE CLEARING LIMITS 50 Fi. RT. A -LINE 11 +72. HI FT RT A -LINE '�CL STA 13 +00, 60 FT IT A -LINE LIMITS 60 FT, AT A -LINE STA 14 +50, 100 FT. RT. A -LINE STA 15 +50, 100 AREA TEMPORARY AREA OT 10) FT STOCK PILE AREA FT RT, A -LINE N!)TE5 1. THE CONTRACTOR SHALL PROVIDE SITE UNAUTHORIZED PEDESTRIANS & VENICE, WORK AREAS ERECT TEMPORARY CH It CONES. SIGNS & BARRICADES AS NECE PLAN TO THE SCHOOL DISTRICT & THE TRAFFIC CONTROL & SITE SECURITY PR CONSTRUCTION. TRAFFIC CONTROL PLAT` CITY OF YELM RIGHTS -OF -WAY SHALL THE CITY IN ACCORDANCE WITH CITY 0, REQUIREMENTS & PROJECT MANUAL. 2. RESTORE STOCK PILE AREA TO EXISTIN 6 IN CLASS B TOPSOIL & HYDROSEED. 3. HYOR05EED DISTURBED SOILS AFTER FI PREPARATIONS 4. PROVIDE POSITIVE DRAINAGE OF TEMPO TOWARD TEMPORARY SEDIMENT & INFIL O1 INSTALL INLET PROTECTION 0 50 100 200 VERTICAL DATUM NGVD 29 oEi 34234 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 CONMR OF 4 BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. BENCHMARK: THURSTON COUNTY TARGET NO 252 SURFACE D, 0 W /BRASS CAP F 93rd AVE SE CENTER ROAD. ELEVATION MILE WEST OF SR -510 IN YELM ELEVATION = 327.561 `SSTONAL StY� PERMIT SUBMITTAL NO DATE BY APPR REVISIONS ono ° Civil• Municipal •Geotechnical•LandSurveying APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF PUBLIC wDFKS APPROVAL EXPIRES: ss. 11/20/2017 YELM COMMUNITY SCHOOLS YELM HIGH SCHOOL ALTERNATE ACCESS ROAD EROSION CONTROL PLAN DESIGNED BY DATE S.K. 1112012011 Jerome W. Morrissette & Associates Inc., P. S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 C. AD. D. BY DATE 3 W "'20'201 cnECKEO By DATE 111201201 Plan &Profile SHT 12 OF 18 DATE PLOTTED el oad '- Notes 1. 2. It is recommended that the entrance be crowned so that runoff drains off the pad. NOT TO SCALE Provide full width of ingress /egress Figure II -4.1.1 Stabilized Construction Entrance DEPARTMENT OF Revised June 2015 ECOLOGYplease see htt p: //Wwmacy.wa.govlcopyngi7t.htmf for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 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 I -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. FILTER FABRIC MATERIAL 60 WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO POSTS FAX 2" X 14 GA. WIRE FABRIC OR EQUIVALENT -I11= °I I1 -111- BURY h3oiioMoF Anna T�ERiai'I I° IN 8 "x12" TRENCH 2 "x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALT. STEEL FENCE POSTS 2" X 2' X 14 GA. WIRE FABRIC OR EQUIVALENT FILTER FABRIC MATERIAL -I - -'1 =11 L -III =III- OQ - - - PROVIDE 3/4" TG 1 1 12" —00 WASHED ROCK OR NATIVE �Oa BACKFILL ON BOTH SIDES OF FILTER FABRIC FENCE 2 "x4" WOOD POST ALT STEEL FENCE POSTS FILTER FABRIC FENCE DETAIL NTE Civil and Municipal Engineering and Planning Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #113-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 6 IN WIDE BERM, PLACE 2 IN. - 4 IN. QUARRY SPATES TOP POND EL = 326.0 3 FT MIN 18 FT. 2 EXISTING GRADE L 2 1 1 GOTTOM ELEV = 323.0_ 1 - =1I EI -I GI -" 55 FT SEDIMENT SETTLING CHAMBER REMOVE SILT & SEDIMENT AS INFILTRATION CHAMBER NEEDED SECTION D TEMPORARY SEDIMENT POND N.T S NOTES - 1. Wattles shall be in accordance with Standard Specifi"tion CONrOUR LINE (TIP) 9+14.5(5). Install Wattles along contours. Installation shall wbe in accordance with Standard Specification 5-01.3(10). 2. Securely knot each end of Wattle. Ovedap adjacent Wattle ANGLE TERMINAL END UPHILL 24" TO 4s" 2' . 2• . 24• JN- TREATED ends 12" behind one another and secure tie TO PREVENT FLOW AROUND WATTLE WOODEN STAKE (TIP) securely tOgemer. ALLOWABLE fryp) 3. Compact excavated sail and trenches to prevent undercutting. TIE -DOWN METHOD '�� e —E Additional staking may be necessary to prevent undercutting. Jp1� 4. Install VVeme perpendicular to flow along contours. ,�. TRENCH -SEE NOTE 1 .° 5. Wettles shall be inspected regularly, and immediately after a rainfall produces runoff, to ensure they remain thoroughly entrenched and in Contact with the soil. 6. Perform maintenance in accordance with Standard Speei- /� Read- 5 -01.3(13). i T. Hekr to Standard SPecification 5.01.3115) for removal. STAGGER OVERLAPS (iYP.) 5" DIAMETER WATTLE SPACING TABLE SLOPE MA%IMUM SPACING 111: IV it -0" 2H 1V 2D -m 311: 1V 37-m 4H 1V 4r -P yQpG OO. �'\ a•OW4ETER � MINIMUM ZxZ'x24'WOODEN '� STAKE (TIP) \v\ WATTLE DETAIL PLAN VIEW AREA AVAILABLE FOR SEDIMENT TRAPPING (TIP.) SPACING VARIES -SEE WATTL SPACING TABLE (TIP.) I¶ SECTION O WATTLE INSTALLATION ON SLOPES 55 TABLE 9.4 SEED MIXTURE FOR EROSION CONTROL DESIGNED BY SK DATE 11/20/17 YELM COMMUNITY C. AD. D. BY DATE W SLED MIXTURE FOR EROSION CONTROL FOR BIO- SWALES & DETENTION POND SCHOOLS CHECKED BY DATE 11 /20/17 DATE PLOTTED (SEE FARM PLAN FOR PLANTINNGS REQUIREMENTS IN OTHER AREAS) PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION DEFTER (ARGROSTA ALBA) 10 PERCENT 92 90 ANNUAL RYE (LOLIUM 40 PERCENT 98 90 STOCKPILED TOP301L: MULCHING' CHEWING FESCUE 40 PERCENT 97 80 (FESTUCA RUBA COMMUTATA) 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR 1, MULCH MATERIALS USED SHALL BE AS SHOWN IN TABLE 9,3, AND SHALL BE (JAMESTOWN, BANNER. SHADOW, OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND APPLIED AS NOTED. OR GOALS) MARCH 31. 2 MULCHES SHALL BE APPLIED IN ALL AREAS WITH SLOPES GREATER WHITE DUTCH CLOVER 10 PERCENT 96 90 2 IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE THAN 2: 1. (TEFOLIUM REFERS) POSITIVELY PREVENTED, MULTIFLORUM) 3, MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN 3, TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONO- AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON, I PON, WHEN THE SUBGRADE 15 EXCESSIVELY WET, OR WHEN E DETRIMENTAL TO PROPER CONDITIONS EXIST THAT MAY OTHERWISE D IM q. ALL AREAS NEEDING MULCHING SHALL BE COVERED BY NOVEMBER 1. TABLE 9.3 GUIDE TO MULCH MATERIALS, RATES, AND USES GRADING OR PROPOSED SODDING OR SEEDING. SEEDING: MULCH QUALITY APPLICATION RATES DEPTH REMARKS 4, PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOP301LED SHALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN, 1, SEED MIXTURE SHALL BE AS SHOWN IN TABLE 9.4 AND SHALL BE APPLIED AT 2 IN - 4 IN THE QUARRY SHALL MATERIAL STANDARDS OF RATE OF 120 POUNDS PER ACRE, CHECK DAMS APPLICATION 2 SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL RE- AT 50 FT C.C. PER 1000 PER CONSTRUCTION ENTRANCES QUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO SO FT ACRE FOSTER AND PROTECT THE ROOT STRUCTURE. 1. MATERIAL SHALL BE TO 6' QUARRY BANDAR AND MAY BE 1 18 IN -III i•1" GRAVEL. WASHED 314 TO 9 C. Y, 3 IN, GOOD FOR SHORT SLOPE 1 TOP- DRESSED WITH 1' TO 3' ROCK (STANDARD SPECIFICATIONS) 3, FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL ARMORING OF THE SEED BED WILL BE NECESSARY (ES, L i it CRUSHED 1 1 12 INCH AND AROUND WOODY 2, THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET GEOTEXTRES, JUTE MAT, CLEAR PLASTIC COVERING). STONE. O RP SLAG LANTS AND ORNAMENTS USE WHERE SUBJECT TO LONG WIDTH SHALL BE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- 4. BEFORE SEEDING. INSTALL NEEDED SURFACE RUNOFF CONTROL FOOT TRAFFIC FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES MEASURES SUCH AS GRADIENT TERRACES INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS TEMPORARY V -DITCH 3, ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN HAY OR AIR DRY, FREE 75 TO 100 1.5 i0 25 TONS MIN 2 IN USE WHERE NEEDED FOR PROPER FUNCTION OF THE PAD. 51 THE SEEDBED SHALL FIRM WITH A FAIRLY FINE SURFACE, STRAW FROM WEED POUNDS MORE THAN 3 MEG, OWING SURFACE ROUGHENING, PERFORM ALL CULTURAL R N.TS SEED AND SUBJECT TO 4. IF THE PAD DOES NOT AOEOUATELY REMOVE THE MUD FROM THE OPERATIONS ACROSS OR AT RIGHT ANGLES i0 THE SLOPE. COARSE MATERIAL (APPROX. 2 IN THICK) 90 TO 12D BALES GLOWING -KEEP MOIST OR TIED DOWN VEHICLE WHEELS, THE WHEEL SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET THE WASHING SHALL BE DONE 6, FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL RECIOMMENDATIONS AMOUNTS USED SHOULD BE MINIMIZED, DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS WOOD FIBER NO GROWTH 20 TO 30 1000 TO 1500 WHEN USED ON CRITICAL FENCE. CELLULOSE ORGANISM POUNDS POUNDS AREAS, LOCALE (PARTLY INHIBITING APPLICATION RATE. DIGESTED DIGESTED HYDROMULCHED NO LE- WOOD FIBERS) FACTORS DOWN REQUIRED. el oad '- Notes 1. 2. It is recommended that the entrance be crowned so that runoff drains off the pad. NOT TO SCALE Provide full width of ingress /egress Figure II -4.1.1 Stabilized Construction Entrance DEPARTMENT OF Revised June 2015 ECOLOGYplease see htt p: //Wwmacy.wa.govlcopyngi7t.htmf for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 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 I -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. FILTER FABRIC MATERIAL 60 WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO POSTS FAX 2" X 14 GA. WIRE FABRIC OR EQUIVALENT -I11= °I I1 -111- BURY h3oiioMoF Anna T�ERiai'I I° IN 8 "x12" TRENCH 2 "x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALT. STEEL FENCE POSTS 2" X 2' X 14 GA. WIRE FABRIC OR EQUIVALENT FILTER FABRIC MATERIAL -I - -'1 =11 L -III =III- OQ - - - PROVIDE 3/4" TG 1 1 12" —00 WASHED ROCK OR NATIVE �Oa BACKFILL ON BOTH SIDES OF FILTER FABRIC FENCE 2 "x4" WOOD POST ALT STEEL FENCE POSTS FILTER FABRIC FENCE DETAIL NTE Civil and Municipal Engineering and Planning Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #113-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 6 IN WIDE BERM, PLACE 2 IN. - 4 IN. QUARRY SPATES TOP POND EL = 326.0 3 FT MIN 18 FT. 2 EXISTING GRADE L 2 1 1 GOTTOM ELEV = 323.0_ 1 - =1I EI -I GI -" 55 FT SEDIMENT SETTLING CHAMBER REMOVE SILT & SEDIMENT AS INFILTRATION CHAMBER NEEDED SECTION D TEMPORARY SEDIMENT POND N.T S NOTES - 1. Wattles shall be in accordance with Standard Specifi"tion CONrOUR LINE (TIP) 9+14.5(5). Install Wattles along contours. Installation shall wbe in accordance with Standard Specification 5-01.3(10). 2. Securely knot each end of Wattle. Ovedap adjacent Wattle ANGLE TERMINAL END UPHILL 24" TO 4s" 2' . 2• . 24• JN- TREATED ends 12" behind one another and secure tie TO PREVENT FLOW AROUND WATTLE WOODEN STAKE (TIP) securely tOgemer. ALLOWABLE fryp) 3. Compact excavated sail and trenches to prevent undercutting. TIE -DOWN METHOD '�� e —E Additional staking may be necessary to prevent undercutting. Jp1� 4. Install VVeme perpendicular to flow along contours. ,�. TRENCH -SEE NOTE 1 .° 5. Wettles shall be inspected regularly, and immediately after a rainfall produces runoff, to ensure they remain thoroughly entrenched and in Contact with the soil. 6. Perform maintenance in accordance with Standard Speei- /� Read- 5 -01.3(13). i T. Hekr to Standard SPecification 5.01.3115) for removal. STAGGER OVERLAPS (iYP.) 5" DIAMETER WATTLE SPACING TABLE SLOPE MA%IMUM SPACING 111: IV it -0" 2H 1V 2D -m 311: 1V 37-m 4H 1V 4r -P yQpG OO. �'\ a•OW4ETER � MINIMUM ZxZ'x24'WOODEN '� STAKE (TIP) \v\ WATTLE DETAIL PLAN VIEW AREA AVAILABLE FOR SEDIMENT TRAPPING (TIP.) SPACING VARIES -SEE WATTL SPACING TABLE (TIP.) I¶ SECTION O WATTLE INSTALLATION ON SLOPES 55 11 /20 /17 DESIGNED BY SK DATE 11/20/17 YELM COMMUNITY C. AD. D. BY DATE W D/" SCHOOLS CHECKED BY DATE 11 /20/17 DATE PLOTTED SECTION D TEMPORARY SEDIMENT POND N.T S NOTES - 1. Wattles shall be in accordance with Standard Specifi"tion CONrOUR LINE (TIP) 9+14.5(5). Install Wattles along contours. Installation shall wbe in accordance with Standard Specification 5-01.3(10). 2. Securely knot each end of Wattle. Ovedap adjacent Wattle ANGLE TERMINAL END UPHILL 24" TO 4s" 2' . 2• . 24• JN- TREATED ends 12" behind one another and secure tie TO PREVENT FLOW AROUND WATTLE WOODEN STAKE (TIP) securely tOgemer. ALLOWABLE fryp) 3. Compact excavated sail and trenches to prevent undercutting. TIE -DOWN METHOD '�� e —E Additional staking may be necessary to prevent undercutting. Jp1� 4. Install VVeme perpendicular to flow along contours. ,�. TRENCH -SEE NOTE 1 .° 5. Wettles shall be inspected regularly, and immediately after a rainfall produces runoff, to ensure they remain thoroughly entrenched and in Contact with the soil. 6. Perform maintenance in accordance with Standard Speei- /� Read- 5 -01.3(13). i T. Hekr to Standard SPecification 5.01.3115) for removal. STAGGER OVERLAPS (iYP.) 5" DIAMETER WATTLE SPACING TABLE SLOPE MA%IMUM SPACING 111: IV it -0" 2H 1V 2D -m 311: 1V 37-m 4H 1V 4r -P yQpG OO. �'\ a•OW4ETER � MINIMUM ZxZ'x24'WOODEN '� STAKE (TIP) \v\ WATTLE DETAIL PLAN VIEW AREA AVAILABLE FOR SEDIMENT TRAPPING (TIP.) SPACING VARIES -SEE WATTL SPACING TABLE (TIP.) I¶ SECTION O WATTLE INSTALLATION ON SLOPES 55 11 /20 /17 DESIGNED BY SK DATE 11/20/17 YELM COMMUNITY C. AD. D. BY DATE W D/" SCHOOLS CHECKED BY DATE yQpG OO. �'\ a•OW4ETER � MINIMUM ZxZ'x24'WOODEN '� STAKE (TIP) \v\ WATTLE DETAIL PLAN VIEW AREA AVAILABLE FOR SEDIMENT TRAPPING (TIP.) SPACING VARIES -SEE WATTL SPACING TABLE (TIP.) I¶ SECTION O WATTLE INSTALLATION ON SLOPES 55 11 /20 /17 DESIGNED BY SK DATE 11/20/17 YELM COMMUNITY C. AD. D. BY DATE W D/" SCHOOLS CHECKED BY DATE 11 /20/17 DATE PLOTTED ELANDSCAPE ARCHITECT Sandra L. Salisbury SANDRA L SALSBURY LICENSE NO. 11 TE: June 10, 2013 WATTLE (TYP.) -'am. SEE DETAIL WATTLE INSTALLATION ON SLOPE STANDARD PLAN 1 -30.30 -01 SHEET I or 1 SHEET APPROVED FOR PUBLICATION Pasco Bakoi III V10(13 @�4 o'tlgGr''wn- WTLcJ� o 'E srwRE� � �BSroNnn SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD EROSION CONTROL DETAILS & NOTES 17121 detorls.dWq SHT 13 OF 18 STATE OF WASHINGTON G.A REGISTERED @�4 o'tlgGr''wn- WTLcJ� o 'E srwRE� � �BSroNnn SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD EROSION CONTROL DETAILS & NOTES 17121 detorls.dWq SHT 13 OF 18 gyp" EIREFRAME AND VANED GRATE R HOOP FOR 6" EI HGHT TWO ¢3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION A E3 BAR EACH CORNER #3 BAR EACH SIDE PRECAST BASE SECTION BAR EACH CORNEF 18" MIN §3 BAR HOOP PIPE ALLOWANCES CATCH BASIN MANHOLE RING AND LOVER MAXIMUM PIPE MATERIAL INSIDE MINIMUM DISTANCE BETWEEN KNOCKOUTS DIAMETER REINFORCED OR 12" PLAIN CONCRETE INSTALL TRASH RACK ON EACH END (SEE DETAIL SHEET ALL METAL PIPE 15" SS * 12' (STD SEC 9-05,20) FLAT SLAB TOP SOLID WALL PVC 15.. (STD. SPEC 9- 05.12(1)) SEPARATE PRECAST BASE PROFILE WALL PVC 15.. (STD. SPEC. 9- 05.12(2)) 5" STORMPSEWERr IHVrtrvt PIPE SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1 e N� MORTAR �� REINFORCING STEEL FILLET �` 12" -I SEPARATE CAST IN PLACE BASE GRAVEL RACKOFF FOR - FOR PIPE ZONE BEDDING NOTES: T As acceptable alternatives to the rebar shanw in the PRECAST BASE SECTION. fibers (placed according to the Standard Specifications), o mesh having o of 0.12 square inches per foot shall be used with the m[mmum required rebar shown in the ALTERNATIVE PRECAST IeASE SECTION. minim mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20 Knockouts shall have A well thickness of 2" m to 2.5" Provide A 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is Installed, fill the gop with joint mortar, in accordance with Stondord Specification 9 -04.3, 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5. 4. The frame end grate moy be installed with the flange up or down. The frame moy be cast into the odjustment section. 5. The Precast Base Section moy hove o rounded floor, and the walls moy be sloped of o rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 30 IN 16.5 FT, CENTER LINE CROWN 18 IN 24 IN d 4 (TYR) DEFORMED BAR BURY 2 IN, AT END OF 4 IN PIPE 4 IN. SCH 40 PVC ROADWAY CROSSING DETAIL N T P CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULL' RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR STORE 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 IN. SCH 40 PVC GLUED CAP EACH END. CATCH BASIN MANHOLE RING AND LOVER CEMENT CONCRETE APPROACH BASE THICKNESS WITH INTEGRAL RISER MINIMUM DISTANCE BETWEEN KNOCKOUTS CHAMFER END B 3:1 z z - CIRCULAR ADJUSTMENT SECTION "0" RING INSTALL TRASH RACK ON EACH END (SEE DETAIL SHEET .. 36" 2 THE BOTTOM OF THE PRESENT CATCH BASIN MAY BE ROUNDED. X) (TVP.) 3, FRAME AND GRATE MAY BE INSTALLED IMTH FLANGE DOWN FLAT SLAB TOP 3 T 2 %` 44 LF 12 IN. D.D. LIfLVERT CHAMFER END & 3: INSTALL TRASH RACK 0 EACH EN (SEE DETAIL SHEET X) (TYP. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM SEPARATE PRECAST BASE TO 2 112" MAXIMUM. 0.19 60" 5" LINE OF V -DITCH 48 8" STEPS OR LADDERS �MATC 72" 6" 8" '—COMPACTED SUB G ADE TO 12" 48 , 54 , 60 , 72 OR 96 MORTAR (TYP.) 2 IN. COMPACTED CSTC 95 %MAX. DENSITY 8" 12" 84 12" SECTION G 0.39 e N� MORTAR �� REINFORCING STEEL FILLET �` 12" -I SEPARATE CAST IN PLACE BASE GRAVEL RACKOFF FOR - FOR PIPE ZONE BEDDING NOTES: T As acceptable alternatives to the rebar shanw in the PRECAST BASE SECTION. fibers (placed according to the Standard Specifications), o mesh having o of 0.12 square inches per foot shall be used with the m[mmum required rebar shown in the ALTERNATIVE PRECAST IeASE SECTION. minim mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20 Knockouts shall have A well thickness of 2" m to 2.5" Provide A 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is Installed, fill the gop with joint mortar, in accordance with Stondord Specification 9 -04.3, 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5. 4. The frame end grate moy be installed with the flange up or down. The frame moy be cast into the odjustment section. 5. The Precast Base Section moy hove o rounded floor, and the walls moy be sloped of o rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 30 IN 16.5 FT, CENTER LINE CROWN 18 IN 24 IN d 4 (TYR) DEFORMED BAR BURY 2 IN, AT END OF 4 IN PIPE 4 IN. SCH 40 PVC ROADWAY CROSSING DETAIL N T P CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULL' RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR STORE 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 IN. SCH 40 PVC GLUED CAP EACH END. CATCH BASIN DIMENSION TABLE Dor PRECAST BASE BASE THICKNESS WITH INTEGRAL RISER MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL Ifs /FT IN EACH DIRECTION NOTES: SEPARATE BASE "0" RING 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS 6" 36" 2 THE BOTTOM OF THE PRESENT CATCH BASIN MAY BE ROUNDED. 0.15 3, FRAME AND GRATE MAY BE INSTALLED IMTH FLANGE DOWN 12. OR CAST INTO ADJUSTMENT SECTION. PLAN B -1 8" 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM SEPARATE PRECAST BASE TO 2 112" MAXIMUM. CATCH BASIN DIMENSION TABLE Dor WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL Ifs /FT IN EACH DIRECTION INTEGRAL BASE SEPARATE BASE 48" 4" 6" 36" 8" 0.15 0.23 54" 4 112' 8" 42" 8" 0.19 0.19 60" 5" 8" 48 8" 0.25 0.25 72" 6" 8" 60" 12" 0.24 0.35 96 8" 12" 84 12" 0.29 0.39 CATCH BASIN TYPE 2 N. T S. Civil and Municipal Engineering and Planning Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 k 24 FT 3 FT 1 TOP OF FULL CURB N D /-T 0P OF CURB THROUGH ) DRIVEWAY T, q29 � CEMENT CONCRETE BARRIER EXPANSION JOINT CURN & GUTTER } IN. RADIUS 6 IN. THICK COMMERCIAL CEMENT CONCRETE (TIP.) 7 FT 12 FT12 IN. CULVERT N T S . „I � 6 9 COMPACTED SELECT NATIVE FILL SECTION F SECTION G NTS. N. T S. FS / s e v BEEHIVE GRATE NT5, DRIVEWAY SECTIONS N.T S 5.5. 11 /20 /17 DESIGNED BY S -K- DATE 11/20/17 YELM COMMUNITY C. SD. D. BY DATE SW 11/20/17 SCHOOLS CHECKED BY DATE 11 /20/17 DATE PLOTTED op,wA c� ;, o csT� °��, RasADNn SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD Storm Details & Notes 17121 detaih,dwq SHT 14 OF 18 < IN. TREK BOARD , IN 12 IN LEVEL SPREADER NOTCH DETAIL — N. T P j IN X 12 FT TREX BOARD TAPER AS REQUIRED TO MATCH LEVEL SPREADER DOARD ELEVATION. TOP OF GRAVEL 24 IN WIDE X LOIN, DEPTH 1 } IN WASHED ROCK WRAP SIDES & BOTTOM W/ CEO- TEXTILE ' IN X 12 IN TREX BOARD SEE NOTCHED LEVEL SPREADER DETAIL 5= 0.0550 FT, /Fi. (SEE SECTION 'A" FOR CONSTRUCTION ALONG BACK SIDE OF DITCH) SEE SECTIONS A & B 1 IN, FOR CONTINUATION ROADWAY_ 2�a AFYONO DACK OF 12 IN �. DEEP DITCH OR SWALE 000 0000 7J L —11'21 2 - V- DITCH 12 IN (TYP 2 FT, WHERE DIG FILTER — 7 8 A =LINE IF CURB 'ER OPENING -TAIL BELOW) LEVEL -ADER 2 IN X 4 IN, X 18 IN, LENGTH TREX BOARD. B IN. DEPTH COMPOST SWALE OR 2 1 SECURE LEVEL SPREADER BOARD AMENDED TOP SOIL (SEE DRAINAGE REPORT) FT, SWALE IS TO BE 11` W/ 2 z IN. GALV WOOD SCREWS PREP. SUBGRADE CONSTRUCTED D 8 D (DO NOT COMPACT) (SEE PLAN) 4 8 SECTION B CURB SCUPPER AND CAVFS DETAILS CLOSE N TS 3D Nrs i0P OF CURB 8,9.10 NT,S FURNISH & INSTALL 2 IN, COMPACTED 3 0 IN. CURB Hi. L J , FLOWLINE OF FURNISH & INSTALL 8 IN COMPACTED 48 AFAR DEPTH GRAVEL BASE R1 -1 STOP SIGN 12 11 5• S P\ - hry 1 Z_'! AS 6' N 'MINMIN. REQD. Ti;. TY?. 'MIN. MIN: nP. T1•P. TYPE I TYPE II N 1 'MI N. EAQS D. TY6P' T3YP' �. 17N.1 N' . I 66. `f3YP . TYPE III TYPE IV T Y P I C A L C U R B R A M P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK SPACING, HAVE MAX 112° LIP EXPANSION JOINTS & SCORE AT 45'. MARK DETAIL FOR ADDITIONAL 45 NOTES. FLOW LINE SEE OF GUTTER M6N. RE-D. (LIP \\ 4" 2� {/ IS T12 LIP DETAIL RAMP SECTION NDTES: 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LONG AXIS OF CITY OF YELM THE DIAMOND PATTERN SHALL BE PERPENDICULAR DEPT. OF PUBLIC WORKS TO THE CURB. GROOVES SHALL BE 1/8• DEEP AND / +° MINE. TYPICAL 2. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWALK AND FROM THE CURB AND CURB RAMPS GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL O NA LL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. APPROVED DWG. NM 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES n n NOT FLOW PAST THE CURB RAMP. NO INLETS ARE PUB WORKS DIRECTOR DATE •t- 1 2 TO BE SET 50 THAT PEDESTRIANS WALK OVER OR AROUND THEM. DES, DWI. CKD. DATE JEC 5 -c 5 -G s -C 10 3 94 SAN CUT EXISTING SANTIN i. EMULSIFIED ASPHALT GRADE MINIMUM (.2S' CLASS 'B A.C.P. 031-1 TACK SHALL BE APPLIED (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. PLUS O.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE CEALED APPLIED IN MAXIMUM U.11' LIFIS USING FAMNG AGPIIALT AR—OW. O.fi7 GPAVEL BASE a...a.. - °. ::.° .. ':.a.. • ° i.. C OMP, ED TO 95% EXISTING OF MAXIMUM DENSITY 0.17' CRUSHED I X1SLL_ PFR. 7- 03.1(14)0 SU RFACINC T TRENCH BACKFILL COMPACTED PER. 2- 03.3(14)1 METHOD B MINIMUM 075 CEMENT CONIC. PVMT- TRANSVERSE CONS-1RUCTICIN JCINT. OR MATCH EXISTING PLUS 0.03', rSEE STANDARD PLAN A -1 WHICHEVER IS GREATER. II SAW CUT.EXISTING PAVEMENT.' 0.6V GRAVEL BASE .� COMPACTED TO 95$ EXISTING OF MAxIMDM DENSIn 0.17' BRUSHED RIGID PER. 2- 03.3(14jD SURFACING TRENCH BACKFILL CCMPACTED PER 2- 03.3(14) METHOD C CI OF YELM DEPT. OF PUBLIC WORKS TR- NCH— DAVEMENT NOTES. RESiORAiION DE AIL 1 ALL MATERIALS, WORKMANSHIP, AND INSTALL- APPROVED pW.. NO. ATION SHALL BE IN CY FORNANCE IA17H THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE PUBLIC WORKS GIRECTpR DATE 4— AND MUNICIPAL CONSTRUCTICN AS AMENDED BY CITY OF YELM STANDARDS. , GAS, DWIN. CKD. DATE JIM 10/3/94 N 11 /20 /17 3.o. 1 FT. 3 3 FT 3 FT. 9.5 FT, 5 FT, 11 Fi. 11 FT, 5 FT, 9.5 Fi. 2 Fi. 5 Fi, 1 1 3 FT, 1 3 FT 1 - T BERM (SEE SECTION 'B" AT ePFLANF ePFLANF (SEE SECTION B AT SIDEWALK BERM I Ct101 I ECHO FOR FILL AT SCUPPER LOCATIONS AT SCUPPER LOCATIONS FOR FILL CUT T "ti l E - N AREAS - F' AR AS SHOW N DASHED LINE- OW N DASHED LINE- DESIGNED BY SK 13.25 13.25 1 5 SW 11'20/17 30 R O ~ 19 D 8 D , 3 TYPE BELOW) 29 29` TYPE INFLOW) 29 MAX. F 3 1 F C 5 CTI�N 0000000 �« SfC. iy J1or ooh ... TC 1F I2 .. .. .... H� V -DITCH v 2 DIN C(TYP.) 2 19 1 4 ,21X. (TYP) 12 CLOSE 3D q SECTION A HNA ITHEN CL5& INSTALL 4 X COMPACTED HNA CY52 IN 68 8,9.10 NT,S FURNISH & INSTALL 2 IN, COMPACTED 3 DEPTH C.ST,C, FURNISH & INSTALL 8 IN COMPACTED 48 DEPTH GRAVEL BASE R1 -1 STOP SIGN 4 N. T S, SPEED LIMIT 2 0_.. 192 -1 24 °x36' 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 MTS. Civil and Municipal Engineering and Planning Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 55 11 /20 /17 DESIGNED BY SK DATE 11/20/17 YELM COMMUNITY C. AD. D. BY DATE SW 11'20/17 SCHOOLS CHECKED BY DATE 11 20/1 7 / DATE PLOTTED j 3423 ,�� 7 H`7S1oNAL SttiG PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD Surface Restoration & Trench Restoration Details 17121 detGns.dWq SHT 15 OF 18 L_ L 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 I -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. Civil and Municipal Engineering and Planning Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 EDGE AROUND EACH PANEL -BROOM FINISH )��EXPANSION O SCORE MARK JO EXPANSION JOINT PLANTER STRIP (AS REQ.) 15' CURB A, G SIDEWALK PLANTER STRIP 6 MIN (AS RED.) -z� R -1/2" TVP. i 4" MIN. OJOTES L EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLCED -. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3 SCORE MARKS SHALL BE .41/8" WIDE BY 41/4" DEEP. FOR SIDEWALKS OVER 8' IN MHUN, A LON -FINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK: 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. I CITY OF YELM I CEMENT CONCRETE SIDEWALK APPROVED DWG, N0, PUBLIC WORKS DIRECTOR DATE 4-11 s -c s -c s -c 55 6 1/2' 5 ,/2� �R 2 "R r 1/2,R �„ DATE d 1 „R O/" SCHOOLS tR DATE Qa a a d I 7 1 2” CEMENT CONCRETE BARRIER CURB AND GUTTER CEMENT CONCRETE BARRIER CURB r o °o 0 o. CEMENT CONCRETE ROLLED CURB AND GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS N °�S 1. EXPANSION JOINT MATERIAL TO BE 3/B" THICK PREMOLOED CEMENT CONCRETE JOINT FILLER FULL THICKNESS OF CONCRETE. C R 13 S V LJ J 2. FORM AND SUBGRAOE INSPECTION REQUIRED BEFORE APPROVED DWG. NO. POURING CONCRETE. 4-13 3.: EXPANSION JOINTS TO BE PLACED ON 15' CENTERS, PUBLIC WORKS DIRECTOR DATE DES, DWN. CHD. DATE JEG S -c s -c s -C 3/15/94 Civil and Municipal Engineering and Planning Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 EDGE AROUND EACH PANEL -BROOM FINISH )��EXPANSION O SCORE MARK JO EXPANSION JOINT PLANTER STRIP (AS REQ.) 15' CURB A, G SIDEWALK PLANTER STRIP 6 MIN (AS RED.) -z� R -1/2" TVP. i 4" MIN. OJOTES L EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLCED -. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3 SCORE MARKS SHALL BE .41/8" WIDE BY 41/4" DEEP. FOR SIDEWALKS OVER 8' IN MHUN, A LON -FINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK: 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. I CITY OF YELM I CEMENT CONCRETE SIDEWALK APPROVED DWG, N0, PUBLIC WORKS DIRECTOR DATE 4-11 s -c s -c s -c 55 11 /20 /17 DESIGNED BY SK DATE 11/20/17 YELM COMMUNITY C. AD. D. BY DATE W O/" SCHOOLS CHECKED BY DATE 11 /20/17 GENERAL NOTES (STREET CONSTRUCTION): 1. All workmanship and materials shall be in accordance with City of Yelm standards, and the most current copy of the State of Washington Standard Specifications for Road, Bridge, and Municipal Construction, 2. The contractor shall be responsible for all traffic control in accordance with MUTCD Prior to disruption of any traffic, traffic control plans shall be prepared and submitted to the City for approval. No work shall commence until all approved traffic control is in place. 5, All curb and gutter, street grades, sidewalk grades, and any other vertical ondlor horizontal alignment shall be staked by an engineering or surveying firm capable of performing such work. 4. Where new asphalt joins existing, the existing asphalt shall be cut to a neat vertical edge and tacked with Asphalt Emulsion type CSS -1 in accordance with the standard specifications. The new asphalt shall be feathered back over existing to provide for o seal of the saw cut location and the joint sealed with grade AR -4000W paving asphalt. 5. Compaction of subgrode, rock, and asphalt shall be in accordance with the standard specifications. 6. Subgrode inspection shall be performed by on approved testing firm and forms shall be inspected for line and grade by an engineer before pouring concrete. 7. Certification as to conformance shall be provided to the City prior to acceptance of work. 8. The ContractorlDeveloper shall furnish and install all permanent signing. TAX, R o s -SF, sEO a M`7AI -NAL S PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD Sidewalk, Curb Details & Notes 17121 M,Cils.dwq SHT 16 OF 18 BRACE BAND WITH LT AND NUT TENSION WIRE BAR END OR CORNER POST DETAIL (A TIE WIRE- SPACED 14" (IN) MAX. (WE ) HHA®mCVdIHi TURNBUCKLE TENSION WIRE BRACE BAND WITH CARRIAGE BOLT AND NUT HOG RING - SPACED 24" (IN) MAX. a a 0 BRACE POST DETAIL OC END POST L GTA` t,_j- STRETCHER BAR (TYP.) PULL POST (WITHIN RUN) DETAIL OD CHAIN LINK FENCE TYPE 3 AND 4 N.T 5. POST AND RAIL SPECIFICATIONS 1D' - 0 MAX. PIPE 1000 - 0" MAX. _ PULLPOST- SPACED HOGRINGS(TVP_)- NOTES WEIGHT ENDORCORNERPOST TENSION WIRE (SCH.40) B. 10 - 0' MAX. (TYP,) 01009(FT)MAX_ SPACED (IN) MAX 1. All concrete post bases shall be 10" (in) TW0W YBRACE BAND WITH OY B LINE POST- SPACED BRACE TENSION IWISTEO SELVAGE D minimum diameter. CARRIAGE BOLTSANO NUTS A TENSION WRE PULL POST 1O' (FT) MAX. POST WIRE (TYP.) TENSION WRE BRACE POST 2, Along the top and bottom, using Hog TURNBUCKLE Rings, fasten the Chain Link Fence Fabri c to the Tension Wire within the limits ofthe first full fabric weave. TENSION WIRES D TENSION WRE TIEWIRE TENSION WIRE- 3. Details are illustrative and shall not TENSION WIRE (TYP.) _ TENSION WRE limit hardware design or post selection nE WINE of any particular fence type. FABRIC BAND (TYP.) EL RIP) FABRIC BAND (TIP.) 4. Fencing shall be used for security and boundary delineation only. FABRIC BAND WTH STRETCH ER BAR (TYP.) CARRIAGE BOLT AND- NUT(TI P.) ��ITRE7C STRETCHER BAR(TVP.) G TIE WIRES (TVP)- SPACED 14" (IN) MAX/ / / i STRETCHER BAR HER BAR (TYP.) KNUCKLED SELVAGE CHAIN LINK TENSION WRE HOG RINGS (TYP.) (TYP.) FENCEFABRIC TENSION HIRE POST FABRIC PULL POST AT ENO OR CORNER ( ) SPACED X24 (IN)MAX_ _ DETAIL O POST FABRIC BAND WTH _CONCRETE BASE (TIP.) NUT 15" N) MAX. TYPE 3 10 - 0 MAX. 500 - 0" MAX. I PULLPOST- SPACED HOGRINGS(TIP.)- ENDORCORNERPOST TENSION WIRE 10' - 0 MAX. (TYPF @W0'(FT)MAX_ SP AGED @2 (IN) MAX TENSION WIRE B LINE POST- SPACED BRACE TENSION WRE KNUCKLED D TENSION WRE BRACE POST 1. 1O'(FT) MAX . POST SELVAGE(TYP. METHOD OF FASTENING STRETCHER BAR TO POST TUE. E TENSION WIRE TENSION WRE TW0W YBRACE BAND WITH CARRIAGE BO&NUTS M rYP.) - TIE WIRE TIE WIRES MR) - TURNBUCKLE - � � (TYP ) STRETCHER BAR (TIP) SPACED @14 "(IN)MAXv m FABRIC HAND (TYP_) /; „ ® G TENSI ON WIRES - TENSION wIREs -� / -� , KNUCKLED e (TYP.) SELVAGE CHAIN LINK FENCE FABRIC POST T--- FABRIC BAND WTH _CONCRETE BASE (TIP.) CARRIAGE BOLT AND - TYPE 4 NUT (TIP.) GTA` t,_j- STRETCHER BAR (TYP.) PULL POST (WITHIN RUN) DETAIL OD CHAIN LINK FENCE TYPE 3 AND 4 N.T 5. POST AND RAIL SPECIFICATIONS 3 1/2" l 1 5/3" PIPE ROLL FORMED POST _ MOH. SIZE WEIGHT (SCH.40) B. SECTION 0-) FENCE LINE FABRIC LOOP - 251DE5 Y Z ND, CORNER, OR PULL POS 2 1/2" DIAM. OY 5.10 LINE OR BRACE POST 2" DIAM, OZ 1.85 CHAIN LINK FENCE TYPE 3 AND 4 N. T 5. 1 1 2 IN. GALV. STEEL PLATE. 1/8 IN. HOLE FOR LOCK / 1 -112 IN. DIA. GALV. STEEL FULLY WELD TO PLATE PIN, FULLY WELD TO OUTER 6 IN. GRILL HOLE IN FLANGE TO WHERE ALIGN WT HOLE IN 5 IN, 1-1/T DIA. STEEL PIN. WHERE GATE INNER FLANGE. DRILL HOLE IN SWINGS i0 HOLD OPEN POST FLANGE i0 ACCEPT Al IN END POST 1 -1/2 IN, DIA. PROVIDE PERMANENT RIVETED WEATHERPROOF PLAQUE STEEL PIN 4.5 IN, WITHIN 6 IN. OF DRILL HOLE, ONE PER EACH SIDE. TYP. 1/2 IN. GAL STEEL 3 FT. 6 IN. 61N. 112 IN, GALV. STEEL PLATE, WITH THE FOLLOWING WORDING: PLATE FULLY WELD FULLY WELD TO PLATE TO PIPE PAVING FINISH WARNING 114 IN. GALV. STEEL GRADE -SEE CIVIL PLATE END CAP, NOTE: 4 IN GATE DESIGNED TO BE LOCKED FULLY WELD i0 PROVIDE GATE SUPPORT ROD ON ALL GATE ARMS OVER 12 FT. OPEN 012 CLOSED ONLY PIPE 15 FT IN LENGTH PROVIDE ADDITIONAL 1/2 IN, GALS ROO it ,1 REFLECTIVE TAPE AT GATE VWITURNBUCKLES 3 Fi. 3 IN, ENDS 4 -1/2 IN. DIA X 114 AND 1/2" DIA. 'U' 12 IN. DIA. CONC IN. GAL V, STEEL PIPE BOLTS. BOTH ENDS I ( FOOTING 6 IN. FULLY WELDED AND 12 IN GROUND SMOOTH WOOD SPACER TIMBER POST G 6 EYE SCREW- 5 /8 "DIAM.zB" 5 FT. O.C. 5 FT. O.C. 6 FT 6 IN. 3IN. -3" z 21/2" z 13" 4 z 8 (NOM.J TOP OF TIMBER POST WITH z' FLAT WASHER Hardware shall be stainless steel or galvanized In accordance with AASHTO M232. GATE TIE BACK POST 3 FT 61N. 4 PLASTIC PPE -1�NOM )x2 ] LONG 8 NOTES NTS ^ -1III - F COLORSHAUP BE HIGHLY VISIBLE B FT 1. GRIND ALL WELDS SMOOTH (SAFETYYELLOWISACCEPTABLE) DEC LAG BOLT- 3 /8- 7UNCz5 Iii'_ D 1/4 IN, GALV. STEEL PLATE END CAP, CAN WITH 1" DIAM_ FLAT WASHER 2 PROVIDE 1 COAT PRIMER AND 2 COATS YELLOW EPDXY Dl FULLY WELD TO PIPE RAIN (CAP NOT SHOWN) (4 SETS TOTAL) APPROVEDABY OWNOSftEO AND COLOR i0 BE AND WED AWITH FACE OF SNNOER FACE 11IT' DIAM_ HOLE (TYP.) 3. CONTRACTOR SHALL PROVIDE 3/8 IN, LINK X 18 FT. PROVIDE GREASE FITTINGS AT TOP AND LENGTH GALV CHAIN AND TWO HEAVY DUTY LOCKS AND SIDES OF GATE POST 519 SS EVE STRAP - FASTENED TO SIDE OPPOSITE FOUR KEYS FOR EACH GATE TO SECURE GATES AND THE SIGN PANEL lMTH 21l %'DIAM_ STRIPES CLOSED. COORDINATE KEYING WITH OWNER. CONTRACTOR q -112 1N. DIA. X 1/4 IN. GAL V. STEEL SCREWS AND HEX NUTS (TYP.) SHALL INSURE THAT GATES ARE LOCKED OPEN OR OUTER PIPE A X 318 IN, GAL STEEL PIPE, FULLY WELDED AND GROUND CLOSED AT ALL TIMES 5 -1/2 IN. DIA. X 1/4 GO SMOOTH 4. RESPONSIBILITY FOR OPERATING AND SECURING GATES GALV DOUBLE STRONG SHALL TRANSFER TO THE OWNER AT TIME OF STEEL INNER PIPE J11 PROVIDE RUBBER SEAL AT BOTTOM OF OCCUPANCY. III OUTER PIPE 3 IN.E,.) :1— §3 U SHAPED BARS HEAVY DUTY GATE DETAIL � N, T 5. §4 U SHAPED BARS N. MIN CLEAR O 3I 3 FT, GATE POST N.T. E DOUBLE GATE�o,wA�z�, DES ;• i o$ 34234 CALL BEFORE YOU DIG.' E 1STERF' THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF `1'STONAL StYC ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -BOO- 424 -5555 A PERMIT SUBMITTAL MINIMUM OF 48 HOURS PRIOR i0 ANY CONSTRUCTION. NO DATE BY APPR REVISIONS ��/��, o DESIGNED BY 1 „2p /11 E YELM HIGH SCHOOL Civil and Municipal Engineering and Planning SK 11 /20/17 YELM COMMUNITY ALTERNATE ACCESS ROAD . C. AD. D. BY DATE Jerome W. Morrissette & Associates Inc., P. S. SW „,20 /n SCHOOLS Fencing Details CHECKED BY DATE 1700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 11/20/1' 17121 detons.dW9 SHT 17 OF 18 SPECIFICATIONS UTILITY 1. STANDARD VOLTAGE IS 120/240V 103W LNDING 2. CALTRANS TYPE 3B SERVICE OR LUGS U.L. APPROVED EQUAL. 100 AMP 3. TYPE BE RAINPROOF ENCLOSURE MAIN 6 3/4" 4. ,2 GAUGE ZINC COATED STEEL CONSTRUCTION. BREAKER 12 CIRCUIT 30 3/4' COPPER LINE 5. INTERIORS WILL ACCEPT PLUG -IN BREAKERS INTERIOR ACCESS (BRYANT, G.E., WESTINGHOUSE, ITE, COVER CROUSE- HINDS) LINE 6, STANDARD FINISH: LIGHT GREEN BAKED CONDUIT ENAMEL OVER CORROSION RESISTANT ZINC AREA CHROMATE PRIMER. EXCEEDS 250 HOURS LOAD CONDUIT AREA SALT SPRAY ASTM B -117 HINGED DEADFRONT 7, DETACHABLE PADMOUNT SUB -BASE MEUGL- M100C -UM 8. COPPER BUSSED INTERIOR HAS PROVISIONS UNICORN CPIIIB- 01113A (NOT SHOWN) FOR TWELVE FULL ONE -INCH POLES. OR APPROVED EQUAL 9. SUITABLE FOR USE WITHOUT A MAIN WHEN NO MORE THAN SIX SERVICE DISCONNECTS THE UNIT SHALL CONTAIN THE FOLLOWING ARE INSTALLED AND USED IN ACCORDANCE ADDITIONAL EQUIPMENT: WITH ARTICLE 384 OF THE NEC. TWO MERCURY RELAYS ONE TEST SWITCH ONE PHOTOCELL THE UNIT SHALL BE SET UP TO ACCEPT: ONE TIME CLOCK PADMOUNT BASE BEFORE INSTALLATION ON OR IN CONCRETE FOUNDATION 2' 2' 8 4„ 5J GROUND A0 N B0 6' LANDING E�EQUIP. / LUGS = GROUND WIRING DIAGRAM SET OR DRILL ANCHOR BOLTS 4" MIN. DEPTH (TYR) `l 36" MINIMUM TO ACCEPT SERVICE BASE CONCRETE BASE CLEARANCE REQ'D PER NEC 110 -16, 10" RECOMMENDED TYPICAL FRONT SIDE CLEARANCE AND BACK FOUNDATION 17 , 4" 2.. 12 1/4" r NE LOAD ONDUIT AREA o� 14 1/4 2" SERVICE DISCONNECT RECOMMENDED FOR STREET LIGHTS & LOCATION ROD TRAFFIC SIGNALS FLOOR PLAN N. ? S TAPER DIVIDER ENDS TO MATCH INSIDE -- -- - TAPEROFBOX BOX BYTERIOR LENGTH -1118• O 511F(IN). 1- (IN)S, S. mP') 114 U COUPLING NUT 8118 "(I N). 11/2•(IN)S. S. (TYR) SETSCREW (TYP.) - 10 GAGE J GALVANIZED DIVIDER PLATE STEEL ELEVATION VIEW BIOS VIEW (FOR TYPE 2 JUNCTION BOX ONLY) A LID SUPPORT (TYP.) c (SEE NOTE 3) NOTES: (:D ALL REINFORCING STEEL SHALL HAVE 2 -112" CLEAR COVER OF CONCRETE DISCONNECT 0 PROVIDE WATER TIGHT GROUT JOINT BETWEEN BASE OF POLE AND CONCRETE, 22' 0 PROVIDE 318" EXPAN5ION JOINT WHEN PLACED IN A SIDEWALK AREA. (TYR) 3 BOLTS F4 EA ,� O 0 1 -112" MINIMUM CONDUIT TYPE AND SIZE CONDUIT BETWEEN BASES AS SHOWN 1e" -1B" AWG BOND WIRE ON THE PLANS USE OF NON- METALLIC CONDUIT IS PERMI55ABLE, CONDUIT APPROVED CONDUCTOR lr -10• STALL BE PLACED WITHIN THE BACK 12 OF NEW OR PROPOSED SIDEWALK SUPPORT WSDOT STD. J -90 LINE UNLESS OTHERWISE APPROVED, WATERPROOF SPLICE, 0 ANCHOR BOLTS AND BOLT CIRCLE TO MEET MANUFACTURE SPECIFICATIONS STD ABOVE BOX ERS� SET BOLT HEIGHT TO PERMIT DOUBLE LOCKNUT FOR ADJUSTMENT TAPER DIVIDER ENDS TO MATCH INSIDE -- -- - TAPEROFBOX BOX BYTERIOR LENGTH -1118• O 511F(IN). 1- (IN)S, S. mP') 114 U COUPLING NUT 8118 "(I N). 11/2•(IN)S. S. (TYR) SETSCREW (TYP.) - 10 GAGE J GALVANIZED DIVIDER PLATE STEEL ELEVATION VIEW BIOS VIEW (FOR TYPE 2 JUNCTION BOX ONLY) A LID SUPPORT (TYP.) c (SEE NOTE 3) SERVICE BOX TYPE DISCONNECT 9 iS SEE 4 -19 2 -SEC. 1791 -SF & FNM -5 22' FUSES, OR APPROVED EQUAL POWEAL- 3 BOLTS F4 EA ,� O ROME POLE & BRACKET OR FINISHED GRADE 48 Cu, 1e" -1B" AWG BOND WIRE NOTES: MIN. INSTALL AND CONNECT lr -10• 70 GRND FOR PER O7 ALL REINFORCING STEEL WSDOT STD. J -90 JUNC WATERPROOF SPLICE, PER 18" MIN. SLACK WIRE STD ABOVE BOX ERS� COVER OF CONCRETE OPROVIDE WATER TIGHT GROUT H BRANCH CIRCUIT TO BE �.L AH SE AWG CU., WITH A 40APOLE JOINT BETWEEN BASE OF POLE BREAKER MINIMUM. co /\ SCH, 40 PVC CONDUIT, AND CONCRETE . USE BELL ENDS OR BUSHINGS TYPICAL STREET LIGHT OPROVIDE 3/8" EXPANSION INSTALLATION CLASS "e" N. T S. TAPER DIVIDER ENDS TO MATCH INSIDE -- -- - TAPEROFBOX BOX BYTERIOR LENGTH -1118• O 511F(IN). 1- (IN)S, S. mP') 114 U COUPLING NUT 8118 "(I N). 11/2•(IN)S. S. (TYR) SETSCREW (TYP.) - 10 GAGE J GALVANIZED DIVIDER PLATE STEEL ELEVATION VIEW BIOS VIEW (FOR TYPE 2 JUNCTION BOX ONLY) A LID SUPPORT (TYP.) c (SEE NOTE 3) 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. ROME POLE & BRACKET CABLE, OR APPROVED EQUAL POWER VAULT EQUIP. GRND.. FROM SERVICE TO EACH POLE JUNCTION BOX PER AADOT 3 -/J8 AWG CU., MIN, THE BUSHING OR BELL END STREET NUTS U GROUT 4., G o " a a 3 EXPANSION MATERIAL BOLTS BOX TYPE GROUNDSTUD 9 iS 5 GALAVANIZED 9 18 9 STEEL ANCHOR 22' EE NOTE 4) 100 3 3 BOLTS F4 EA ,� O ROME POLE & BRACKET OR FINISHED GRADE COUPLING NOT FOR ALTERNATIVE 2 - 1e" -1B" 4 1" MIN. NOTES: BE SHEET2� lr -10• FINISHED GRADE O7 ALL REINFORCING STEEL LID LIFTING NOTCH - L 11 1 SHALL HAVE 2 -112" CLEAR 1 /4'(IN). 31V (IN) /LF 4-#2 HOOPS COVER OF CONCRETE OPROVIDE WATER TIGHT GROUT A �.L AH 8 -#5 BARS EVENLY SPACED JOINT BETWEEN BASE OF POLE HEADEG ANCHORSHEAR co /\ AND CONCRETE . STUD,NTSIN)x 29N)10 CW U EVENLY OPROVIDE 3/8" EXPANSION D R N SPALACE To SID FRAME / (PUCE OEU_ CLASS "e" , TO i -i/2 JOINT WHEN PLACED IN A N BURP BO HENSUPPORTA- Ni WHEN USING LOCK - _ CONCRETE IC SIDEWALK AREA. (TYP) INO DETAILSEENOTE 3 -¢8 AWG Cam.. MIN. - YOUARE OR ROUND 11) 2) (SEE NOTE 11) 4 1 -1/2" BASE DETAIL 01 -112" MINIMUM CONDUIT. 7YPE AND SIZE CONDUl7 131W(IN) DUM. HOLE WITH 112.13x11/2STADBOLT- ISEELPENTAHEADBOLT MIN. CJJ "B" BETWEEN BASES AS SHOWN CONDUIT CLASS CEMENT ON THE PLANS USE OF NON- METALLIC CONDUIT IS BOLT PLATS - BEE DETAIL 3/15 CONCRETE PERMISSABLE CONDUIT �')') 3 SHALL BE PLACED WITHIN 3, THE BACK 12 OF NEW OR TOP OF SURFACE SURFACE O O R R SQUARE OR ROUND PROPOSED SIDEWALK LINE FINISHED UNLESS OTHERWISE APPROVED. GRADE STREET \ LIGHT POLE s BUSHING OR BELL END g5 ANCHOR BOLTS AND BOLT CIRCLE TO MEET MANUFACTURE LEVELING NUTS SPECIFICATIONS SET BOLT AND WASHERS HEIGHT TO PERMIT DOUBLE LOCKNUT FOR ADJUSTMENT 22 GROUT m o jw �N W. � PVC DUr1 a a 3 EXPANSION MATERIAL STREET LIGHT STANDARD - FOUNDATION 5 GALAVANIZED STEEL ANCHOR N.TS BOLTS 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. ROME POLE & BRACKET CABLE, OR APPROVED EQUAL POWER VAULT EQUIP. GRND.. FROM SERVICE TO EACH POLE JUNCTION BOX PER AADOT 3 -/J8 AWG CU., MIN, THE BUSHING OR BELL END STREET NUTS U GROUT 4., G o " a a 3 EXPANSION MATERIAL JUNCTION BOX DIMENSION TABLE BOLTS BOX TYPE APPROVED CONDUCTOR SUPPORT 9 iS 5 GALAVANIZED STEEL ANCHC 22' 33" 3 BOLTS (4 EA ROME POLE & BRACKET OR FINISHED GRADE 4' i" MIN. y 1 1e" -1B" O GROUT APPROVED EQUAL ll lr -10• SERVICE 2 -SEC 1]91 -SF &FNM -5 z FUSES, OR APPROVED EQUAL 175/8' 4 -7'2 HOOPS 1 B8 CU. I� EVEN Y SP EVENLY SPACED -¢3 AWG GRND WIRE /LF 12 J.. MIN, FT-1 / INSTALL AND CONNECT iO GRND ROD PER EQUIP. GRND., WSDOT STD. J -9a FROM SERVICE WATERPROOF SPLICE. i0 EACH POLE 18" MIN. SLACK WIRE } ABOVE Box AF 0 CLASS "e" , TO i -i/2 KENT EACH BRANCH CIRCUIT BE 3 -,y8 AWG CU.. WITH A 40 A.. MIN CONCRETE IC 3' 2 -POLE BREAKER MINIMUM CONDUIT 3 -¢8 AWG Cam.. MIN. - YOUARE OR ROUND 1 -1/z AC, 41 FVCCONDUH,, TYPICAL BASE DETAIL USE BELL ENDS OR BUSHINGS JUNCTION BOX DIMENSION TABLE a ITEM i BOX TYPE TYPE 1 TYPE 3 A OUTSIDE LENGTH OF JUNCTION BOX 22' 33" B OUTSIDE WIDTH OF JUNCTION BOX Ir 221/2 C INSIDE LENGTH OF JUNCTION BOX 1e" -1B" 2r -2B" D INSIDE WIDTH OF JUNCTION BOX 13' -14' lr -10• E LID LENGTH 175/8' 28Wr F LIDWIDTH 12 SW 181/0' CAPACDY- CONDUIT DIAMETER 6 12 COMBINED STREET LIGHT 11 /20 /17 INSTALLATION DETAILS w N.T.S. 10 NOTES BACK ILL WITH SUITABLE MATERIAL 1. All box dimensions are approximate. Egad confi urations Va among manufacturers. 9 rY 9 I EXCAVATED FRAM TRENCH 2. Minimum lid shown. Junction Boxes installed in sidewalks, walkways, and shared -use SCHOOLS have slip-resistant paths shall have aslip- resistant coating on the lid and lip cover plate, and shall be installed with II the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. 11/20/17 The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. qz" The permanent marking shall be 118" (in) line thickness formed with a mild steel mid bead and shall be placed prior to hat-dip galvanizing. 3. Lid support members shall be 3116' (in) minimum thick steel C, L, or T shape, welded to the frame. _ _ -_- _ _ ��II�� III III III- - -III - -ii r 4- A 1/4 -20 NC x 3/4" (in) stainless steel ground stud shall ce welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 8. Bolts and nuts shall <R liberally coaled with anfiseize compound. 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. DIAMOND PATTERN 318" (IN) STEEL COVER 7. The System Identification letters shall be 118" (In) line thickness forme tl with a mild steel weld bead. See (SEE NOTE 2) LIP PUTE (TYP) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, UD SUPPORT(NP.) see Standard Specification 9. 281 WELDED WIRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) �' (TYPJ 1/8 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. 11. Headed Anchor Sheer Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the Vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual Configurations of / assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and HEADED T Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved SHEAR STUD (TW.) 11� Shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved B D (sEE NOTE 11) Mlp shoulders shall be Heavy -Duty. WELDED WIRE HOOP P.) wwF VnREneD TO 14. Distance between the to of the conduit and the bottom of the Junction Box lid shall be 8" in min. to 8' in 1 HOOK GAP (TYPJ 4' (SEE NOTE 10) p ( ) ( ) FOR HOOK RELEASE (TYP.) HEADEDANCHOR max. for final grade of new construction See Standard Specification e- 20.3(9). Where adjustments SHEAR SiuD (TYP.) are to be matle to existing Junction Boxes, , or for interim Sta card Speech stages during the contract, the LOCKING LID STANDARD SECTION OD limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8- 20.9(6). DUTY JUNCTION 80X (CONDUITS NOT SHOWN) PERSPECTIVE VIEW A 318" OH) STEEL GROUND STUD (SEE NOTE 4) JOSEjJ COVER LIP PLATE O Equipment Grounding B COUPLING NUT FOR ALTERNATIVE 2 - GROUNDING STUD Q`' Op W,188 (SEE NOTE K) 11/2' MIN. Conductor 11/2 MIN � SEE DETAIL'S" ALTERNATIVE 2 q .S6 7 TOP OF PAVED M' ON) 3/1fi "I SURFACE ©Copper Solder ens ya "(IN)STEEL E L SHAPE (TYP.)- COVER PLATE -I TORO BASE Crimp Connector COVER LIP PLATE a (SEE SH) F - -4 COURSE 3 E ul mP') i (SEE NOTE 3) LID HOOK O q p r(S (See 18'(IN).3'(IN)HEADEO ANCHOR P �n LT Jumper (See Note 6) �,(( &HEAR sTUO (TVP) aF, gJ.o3sez A6o �xv 1 �N�5) m See Contract far conduit - WELDED WIRE size and number ,, j: FABRIC Ul ZONAL Y' Z MANE) 4x4-W2.9.V29 COVER MARKING DETAIL a LDED (sEE HOTS 1D) M2 WELDED WIRE HOOP MIN. 3 (NP) W2.8(BGAGE) LOCKING LID STANDARD 3 ( m 1" P - 1' TYP.) �' (SEE NOTE 10) MAX "' MI" �L DUTY JUNCTION BOX CRUSHED SURFACING (BASE E ITS TYPES 7 & 2 couRSE OR TOP COUasFJ -PER z o 1tr (Typ,) STANDARD PLAN J- 40.70.04 STANDAWSPECIFICATIONe -03 E d 6 Q SHEET 1 OF 2 SHEETS r O C 0 4 4 0 1/4• CLEAR APPROVED FOR PUBLICATION O GRS CONDUIT 'I T a LL AROUND 1 �vY`v v O v SECTION OB srnreomaxexaxax �' SEE NOTE?woaI "yrw, swr. Oapvw,nMdin�xpeaax"n SECTION AO (CONDUITS NOT SHOWN) Civil and Municipal Engineering and Planning Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 5.5. 11 /20 /17 LI fn HOOK 101'041 'o YELM COMMUNITY ( -. -- mPJ NOTE 7 I 7 I iI u J b / SCHOOLS CHECKED BY DATE ) Civil and Municipal Engineering and Planning Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 5.5. 11 /20 /17 DESIGNED BY SK DATE 11/20/17 YELM COMMUNITY C. SD. D. BY DATE S.W. 11/20/17 SCHOOLS CHECKED BY DATE 11/20/17 JOINT f TRENCH As TEL & TV SECONDARY POWER \-P WELL 3" SAND BEDDING TYPICAL SECTION JOINT UTILITY TRENCH N.T 5. NOTES: 1, NATIVE BACKFlLL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN r' WITHIN 6' OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFlLL FOR PIPE BEDDING CONFORMING TO 9 -03.12 (3). 2. IF THE TRENCH BACKFlLL DOES NOT MEET COMPACTION REOUIREMENTS THE CONTRACTOR SHALL REMOVE AND REPLACE WITH GRAVEL BACKFlLL OR C5TG 3. VERIFY THIS DETAIL WITH P. AS APPROVED DRAWINGS o 'EE srwRE� K l E`SSTONAL StYG PERMIT SUBMITTAL YELM HIGH SCHOOL ALTERNATE ACCESS ROAD Street Lighting Details 17121 JONilsdwq SHT 18 OF 18