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Home My WebLink About1999 a.pdfa srra YMYKK.E G 6L5T+0C Fl11Zf'CSEP (A1CP� BA4Y a Wii A @6 IXPAagIx 4` EWAMN STAMN [nSYm6 RW@ 4% [M1M0 c,w.cxt RRwoo� axvur I 1 I Cft%iMY RM9ft0.M: � 4 GARNER laditpl f VQgT 4CY _ E] RYLReCwE PC4 ? PoSt 4fN R4 PCiM.{ tflAiF`G ypK (sroE r�T MM RLO Rt (`bKH CKIX} iOO.YALL } y.#. RClhtie fpdCR 9 _._o+AmRaa rrncs uwtt tas wv RRL Ai�q E{EG'� Rf'XS4K o-� ucax aaz C� cAaz ry rtrasrK fy I/ (14 c^mm��a'P_�s} rttc aanRus rax 1 AXY STNP mu�rtaR mrr p�aa L � PFASAYY UH'. 4Ms£r te4 �cAewcz elAxvun YAsmx 4 R(Y YGMIYpiY Cikh PbiRRtl1?6l StMA4 SN3 tlA¢91 4AAAAA..4..SAF FR6 lF4 ___RNAOAH WACxA pxiY 4CE pnwzt O unutt uc ww rzxr Ym srwzmY seecw n (9ZLS SAR+�TARO AAiR E) rwcAe¢ m M`sear Em[LLL4MC (g T.R3PSY1� rzs wT aas 4a R WA" �4Y vcaarzrea rR(r� wRrsxr xiex M;N ARR R13. ^'STY wa�oxb sTptY 5[!R _.._ ....._..__..ate._._. Ems cxctwms nRnlrcsEo- RArERYnn rxewrto zwr�s '�e rRwam rwaYAro 4cerre ?cr ....'- staG Rnvt 09 YAr b a�v _ Wpi (f RAP IL E OF 00� ILLE 1999 rr' SCHEDULE♦ a ROAD WOODVILLE, WI LLJE.. A T �ON i`IAP SHEET SHEET DESCRIPTION i TITLE SHEET 2-3 SHEET INDEX 4-11 C.T.H. 'S' PLAN & PROFILES 12-13 TRIENT DRIVE PLAN $ PROFILES 14-15 C.T.H. '8" PLAN & PROFILES 16-17 SOUTH BOUNDARY ROAD PLAN t PROFILES 18-21 TNOMPSON ROAD PLAN k PROFILES 22-23 DETAILS T VILLAGE OF WOODVILLE WISCONSIN GAS COMPANY ATTW LENNY ERICKSON ATER, RICK BRAENNE PUBLIC WORKS DEPARTMENT Pp, BOX 337 102 S. MAIN STREET ELMVCCD, VI 54740 WOODVILLE, VIS, 54029 I-(715)-639-3203 1-(715)-698-2494 BALDWIN TELECOM INC. NORTHERN STATES POWER ATTN� KEN CARLSRUD ATTN, GEORGE BURLEIGH 930 MAPLE 1730 6TH AVENUE BALDWIN, VIS. 54002 BALDWIN, VIS. 54002 1-(715)-684-3346 1-(715)-386-2314 DIGGERS HOTLINE 1-800-242-8511 &� is rS se «R S B5`a Ca a„ i$ a $; o a Q µF 4a V k2p& �S i • • • 5 T Na 1 1$ 23 SOUTH BOUNDARY�R _ Lu KIC Zt , L UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION ONLY, CONTRACTOR SHALL NOTIFY UTILITIES A MINIMUM OF 3 DAYS PRIOR TO ANY EXCAVATION FOR FIELD VERIFICATION AND LOCATION. 2. CONTRACTOR SHALL NOT OPERATE ANY EXISTING HYDRANTS, VALVES, OR CURB STOPS, WITHOUT PERMISSION OF THE LOCAL WATER UTILITY. 3, CONTRACTOR SHALL. MAINTAIN TRAFFIC ACCESSIBILITY FOR RESIDENCES AND EMERGENCY VEHICLES DURING THE COURSE OF CONSTRUCTION BY BACKFILLING TRENCHES AND PLACING AGGREGATE BASE COURSE AS SOON AS PRACTICAL. 4. CONTRACTOR SHALL, SALVAGE ANY AVAILABLE TOPSOIL FOR PLACEMENT IN ALL. DISTURBED AREAS, 5. CLEARING AND GRUBBING SHALL ONLY BE IN THOSE LOCATIONS DIRECTED BY THE ENGINEER. NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT PRIOR APPROVAL OF THE ENGINEER. �� 6, SAWCUT ALL EXISTING CONCRETE AND BITUMINOUS STREETS AND DRIVEWAYS. 7. EROSION CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE WISCONSIN CONSTRUCTION SITE BEST MANAGEMENT PRACTICES HANDBOOK. B, ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND CLEANED BY THE CONTRACTOR FOLLOWING ANY RAINFALL. EVENT, AS MAY BE REQUIRED. 9. ALL DISTURBED AREAS SHALL BE RESTORED WITH SEED, MULCH, OR EROSION CONTROL BLANKETS AS SOON AS POSSIBLE AFTER INSTALLATION OF PIPES TO REDUCE EROSION POTENTIAL. ID. CONTRACTOR SHALL PROVIDE INLET BARRIERS AROUND ALL STRUCTURES HAVING INLET TYPE CASTINGS TO PREVENT SILTATION FROM ENTERING THE STRUCTURES AND PIPE. IL ALL, TRENCHES SHALL BE MECHANICALLY COMPACTED, WITH SPECIAL ATTENTION TO THE STREET, DRIVEWAY AND SIDEWALK AREAS. 12. CONTRACTOR SHALL MAINTAIN A MINIMUM COVER OVER THE WATERMAIN OF 7 1F2' FEET FROM PROPOSED GRADE, UNLESS OTHERWISE NOTED. 13, CONTRACTOR SHALL. RESTORE STREETS TO THE TYPICAL. SECTIONS SHOWN IN THE DETAILS, IN THE ABSENCE OF A DETAIL THE RESTORATION SHALL CONSIST OF 12' GRANULAR SUBBASE, 6' CRUSHED AGGREGATE BASE, AND 2' ASPHALT CEMENT PAVEMENT. 14. OFFSETS FOR TYPE H CASTINGS ARE GIVEN TO THE BACK OF CURB, UNLESS NOTED----.-� OTHERWISE ON THE STAKES. 15. OFFSETS FOR TYPE I, II, AND III MANHOLES ARE GIVEN TO THE CENTER OF THE STRUCTURE, UNLESS NOTED OTHERWISE ON THE STAKES. AND CONTROL POINTS DESCRIPTIONBENCHMARK ® i y Lij 9 LLJ C LLI LLJ LLI LJ uJ r • • • i P2i4 M0. 2 � 23 O PON ROAD SHEET INDEX „a P0.vf wo �fAW 9T KRO aacxa sv Qt! wre APRI '99 �wsms P _� �ac*rcc nc w+wc nx w45�a2Y5.OmG 4pp� NNNq 7 `e I_° I_ mo 6 I f V I X 'S v WCi Li 6 2 d t— w 0 l = o — w V) Y ROAD BENCHMARK AND CONTROL POINTS A -JEdLEl* OWN I IN mu r O ` r 4 s 94 t w0. u+ or L � ryry GJ3 7 I _ BEGIN STA. 102+T/C11580 END RAD. SPA. 103+04.5 T/C-1154.78 W Q` i 4 R __________ 66: Rita__.__ ` 104+00 1 105+00 Ec 36' RCP SDA'SEWER _. _.._..__, .._—..oII— _____'_______._____,..___._._____-_.z ______.- BEGIN RAD. STA. 103+41.87 T/C-1154.69 '`-'`J✓ END RAD. STA. 103+81 35 T/C.1155 25 STA. 106+14 31.OLT, 6 LF. OF 36' RCP 1-36' APRON ENOWALL/TRASNGUARD --------------------- gff �'nY a �"y 9� 8� 6i R[M4 & RINSiALL ..XiSiiNG� kb 18' RCP APRON ENDWALL f S� i ♦ c LOTp1 ` 2 I L07(2 a$ o a 1 u ca i SCALE: a 9 g 20 to BDa .. _..- _.. _.._. r PvrTA __...PH STA104+8,..,_.�i'"'— fi§ r TrSa76 1170 _.. Y I 4�1uY h WI K 723 n r Y $ ( ^ .- .- P T02+o0 103+00 104+00 105, 00 IC6 1 +co 107.,00 110+00 NEW C.T.H. "B' UfflRVWE1A1TA I 508,29TA DS 5 0] 4 FULL SUPER START STA.. 108+16,21 -8815,04 START TRANSTION STA. 106+66.21 _88.1 00 R-3X00 r 3M , - 113+24M T-320X8' FULL SUPER END SPA. 32008 END TRANSITION STA. - 114+74.50 E VALVE - 0.04 PIA ItLEVt 115&0 A-D� 103 - ----- - --- LOTH YII,DO lama= T 8 Do 00 SCALE: 10 20 40 $o INLE:TfIS. TYPE 9'1175 8 STA, 111+23 2 T� -- ---- ----- RIM ELEV - t961.45 7— INV N - 1158" ---- --- STM MIH TYYPE 1, STA, I I 52LL STA, 111+11 RIM ELEV - I NV N - 115� RIM ELEV - 1162X0 IINV NV C - 115? INV N - 115q.o S - 1154,65 NV 4.' 5 5 'IN E W V -a— 4- _A__ � TA. 10 +77 21 T, m . 1154.7O NV E - 1150.66 - --------- ---- - NV W 1150.56 % 1 -.1— 1 L I 155 F 1155 RCP p 2.90% Or PR 4' ------ ------ 7 1145 1135 ----- ----- 1135 a! 41 - I �- a v2 . 7 ��!2 �2 , Y, co 112+GG Eg sz ca Sa V) z :2 Li 0 C:f D- Lj LLJ 0 0 LLJ V) 0) CY) 113+00 a 114+00 36' F-F CP#ll 115+00 MARMN GOSSEL 2579 SOTH AVENUE RM Mom —� ---- — — — — — — — — — — — — — — — — — — — — --- 117+00 - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LOT#5 LOT#4 TRIENT TECHNOLOGY BEGN RAD, STA- IIB+13,0 T/C-MTO S '1+ rEMN'!D RAO. STA' l8'+41.'031T'LC 0 S , 1 -116167 SCALE: 40 so I HP - ELEV - 1176.22 PM A 115+75 -J A.D- -�97 --- - -- ---- -------------- --------- ------------- ---- - ---- --- 1175 1175 7-7 _7 1165 L60'....._ ------- ---- -- -----___ I 1145 n;z 113-00 114+C0 1b5+00 116+00 117+C0 118+00 pa tX o Ca In z 0 cr 0- -M Lj > Li b 0 0 LJ MARMN COSSET. ALAN & ANITA JUSTEN 2579 BOTH AVENUE 565 O.T.H. 'Bl aroi — — — — — — — — — — — — — — — — — — — — — — — ® — — ® — — — 8C RZW . . . . . . ® . . . . ® ® . . ® .®. - - - - - - - - - - - - - - - - - - ALAN & ANITA JJSTEN PE ENTRANCE 565 C.T.H. 18, STA, 127+OOLT. W-18, CUP 2-18' APRON ENOWALLS - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 124+00 125+00 126+00 127+00 128+00 129+00 so' PAS SECTION I NEW C.T.H. "B" I ---------------------------------------- ------------------------------------ ----------------------------------------------- -- L --------------------------- PE ENTRANCE STA. 127+OORT, IV-18, CUP 2-18' APRON ENDWALLS SCALE: 0 10 20 40 so ALAN & ANITA ZJSTEN 565 C.T.H. -B' 1160 ----------- — ------ ------ — ------ -------- ----- ----- -------- - -- ----- ------ ------ L GRACE 1150 ��PIOPOSZD 1150 --------- 1140 1130 1130 1112 125 ,-- od ci 124+00 125+00 126,00 127-00 128+00 129+00 m m m P 6 P N e +Y a C9 8 E m u] 4 Cl N v 3 Y Y--yly-y 20 L.F� OF $a CMP LARRY VAN RIPER 2-18' APRON ENDWALLS RT, I BOX 168 f INV S - 1124,00 EX. PROPERTY LINEINV N - 1123.50 - - - - - - - - - - INV N - 111&5 CURVE DATA 'D L-18t7S' A-12'30*05' CONSTRUCT DITCH TO CULVERT END R-833+00 T-91.24 OR II - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 175 PASSING LANE 175 TAPER 138+00 - - - - - - - - - - - - - - - - - NEW C.T.H. "B" CU'FLVRVfS DO 135+00 136+00 - - EX. By - - - — - - - - CURVE DATA L-171.75' 90 LF, OF 48' CUP R-833,00 CULVERT PIPE T-85.85 IQQ' DRNIN 12-48' CUP APRON ENDWAJ IS - - - - - - - - - - - - - 36* STATE CONCRETE INV S'- 111 0 - - - - - - - - - - - CURB & GUTTER TYPE D AROUND RADIUST + START TRANSTION STA, 1345+51. 1 FULL SUPER START STA. - 138+51,81 10 - 15 Cy. OF FULL SUPER END STA, 142+2791 Do 4! RIP RAP END TRANSTION STA, 140127,91 �Q ll� F.. ridge T Rood Bed F1 red in Unclassified E cowtion BEGIN BAD, STA. 135+3&5 T/C-1123.84 a d c R HP ELEV - 113&25 0 4 BEGIN RAD. SIX 54+79A T C-11 5,56 PATRICK & MARY SOBOTA HP STA - 141+n74 END BAD. STA. 54+57.7 T/C-1125.34 7C 557 C,TK 'B' PM STA - 140+00 END RAI -11 ELBI za ELEV - 1136M SCALE: A.D. . -,LS3 wo 2�� 0 10 20 40 so LP - ELEV - 112156 1 80 t ASPHALTS FLUME K - 88.34 4)0 5 j LIP - STA - 135+1&08 h I 1 I1 400,00' VC T " STA - 135+50 1 PV6ELEV 11 11,,9. --- — --- ------ ------ -- 7-4-7 1- 9140.. 35 PROPOSE GRADE xra Zo- 1120 ELI Ll- ----------- qa as Es 10 oF 23 135+C0 136-00 137+00 138+00 739+00 ic — — — — — — — — — — — — — — — — — — — — — A — — — — — — — — — — — — — — — — — — — — — — — — — �= — — — — — — — — — — - !2UF/—W — — — — — — — — — — — Mo ----------- -- -------------- —4- loo T 41 0 0 .... .... .. . .... ... ... 142+00 f 4.3 + r, n 144,nn 84 iy YO V) LLJ M Lli 0 Ld LIJ 0 0 cLLJ r- V) 0) .Z LOT T14 TRIENT CHNCLOGY REFLACE WITH FILTER FASMC� 12 GRANULAR SUBBASE. & S' BASE COURSE LVES li IREFLACE WIN F�LTER FABR;C, 12 GRANULAR SUBBASE, do GATE 419,00 8' BASE C 17+00 9 w 7 LF. OF PROP, TRIENT DRIVE 5' RCP 0 t00%r----j IS- RCP 0 1.00% 7 LF. OF PROP, 74 LF, I R 100% RCP 0 I TU�— FS12= J' 228 LF. OF PROPOSED 18 RCP STIM SEWER + �NLETJ14 — — — — — — — — — — — — — -- 14 — — — — — — — — — — — — — - MARVIN GOSSEL fiy iy LOTJ7 LOT FAB EARESS SCALE: 40 so -PW-STA-I- 16+00 1 --- ------ ------ PA ELEV ........... ..... I T! TA 18+15 IFISIT ------------- ------ - ---- - -- - - - - - - - - - - - - - - - - 17+00 IB+Co-- 19+0 le L.F. OF 18" CUP — — — — — — -18' APRON ENDWALLS - Z�7 ------------------------ --- 52+GO R1. - 1 54+00 50+00 OLD C.T.H 13" 24-N<b-SEQD0N SHOULDIR INV .1119 mo M! CULVER' 5 C.Y. OF RIPRA NC I I I SCALE: I 0 2 0 40 so SWALE HP 51 1 1 LP ELEV - 112291 FOR CULVERT DRAINAGE p S LP STA 52+41M STA + --- ----- 11 71 EIEY 23 p 65 1135 K-M - ------ + IN . ......... is QP.QSEQ - GRA w w - --- -------- X e 1120 1 xm in9 o —5m ------ --- - ----- - - ------- - . ------ --------- ------ .... ak Pp CIZ uu • • 0 I 51+00 52-00 53-00 54+00 55+00 C NA0, STA, 940 END ENO RA STA. 20+° k� STU u 1 \ 20 00 f 9 n N O 4 O Y rO r INLET 18 f r f f P` IS" APRON ENOWAl1 S' INV - 1160.50 f 24J 15 LF.. OF 18` POP STU ENO ReD.rySfA.617H love Rood INV - 9IM50 15 LF. OF 18' POP STU SEWER r- J _ PRO OSEO-�ORA)E-.,.__ 2 1f4 _. ., ._. 1160 Exis£n Ctode ._. .. . 4 w^�a ♦6.fi of �a 8� a `o .g a� nos 4 ;= :6 o o s" a� s o-� u) F— z LLI W 1i cr . 3: J S �+ ~ ci E.% /L1LJ 's W ... w ..... _.. , 1140 �'a LLL2j,3 rn == rid 20+00 29+0.0 22+00 23+00 Y 76+00 OLD C.T.H. .g" 77+Op f In LIs— S.F 6FI PROP. SZ Tid X i - ----- --. --------- --- ajv---...-- _ p0+ AO,A15 AV GTE AL i k 2' R ft 4 4 • , Rp Z 1V REME7 52+00 r MAN SOUTH BOUNDARY ROAD 53+00 sr IN N 7 r T sMS __--, t ALF. OF PsROPOSE0 24' RCP STM SEWER r� X ci ! Qz® .. -- REMOVE SCALE: CULVERT i (� to 20 40 eo ! k it I 1140 .. .. ... .... .... @ �^'Y„Ez. Crada. N g TA, 51+43.5 20.5LT. IM ELEV - 1134.57 SW 7t39.60 �.,...._ Ez. STM M H. STA - 51+48 35' R7 r- ,... RIM ELEV - 5135.r _.. I ._� _ .._[NV E 1126-42 .. F .. _ ,_.�_. g 6 6 INV N - 1128.31 ® z. Glad EL 114t) _. . _ _.. .. m.._.... ...,_,.@${_V. L..�_ ...... -- _ nax -, w _....__ ..._.__.__X_ W` S , _ _ , .._._._ �` —=._ .,......__. .-..r.75% �......:. ..... f �fi rrr 9: 8# i 5 a e^ l 41 e§ 6 u S� 5 r • i � � 1 i i • i vm-i�� ro 0 m sx¢* xc 149 72+CO 57+C47 52+C0 53+00 9960 C ____________.m.__66® L __�„e__.___ �--- ________ 3 NLET�3 d P _.__._.�. --------------------- 12+00 THOMPSON ROAD 9 rM M.H.12 F`F 3 C,F. OF t5" A :palTriiMANH RGP O 9,Q0%+^""` RCP O 9.QOx NIEF INLET 6 _�_ DITCH AREAS — SEED 6e MtiLCH .. , . _LP.._ST ...13+0j, _ TM M.H.((2. TYPE U TA. 13+74 9QLT, IM ELEY = 7142.42 PM 1/4T.$3 ..._._. __. NV N = 7738,47 . - NV E » 1138.47 - __,.,._._.. NV W =. ti38.47 ..._ _. _... ........ _ _ .,.._ — i y1. INLETj4. TYPE III.H Q�tNLET(5, TYPE Ilia __... .. ._._ m._.... ,.,,.,. ^ STA. 13+07 18.5LT.._.,. STA. 13+04 18.SR + _.. a RIM ELEV 1 t,68 RIM ELEV 1 1141 8.85 INV S = 993868 MY N i138.85 ® ' ® NLET/3, TYPE tii,H INV W= 1138.75 ...... __....,. _.. .,,.._.. -_ _ ._....... _.-i'g-... - TA. 13+04 18.5LT. INL If. III,F Ex. Grade IM ELEV 114217 "STA. 13+0718..5R ....._s. NV E ® 1138.55 - RIM ELEV-1142.17 NV N ® 1138.65 JNV S = 1138.88 .401 _... . ..... _.. .. ..._. 150 LF('-0F' -------------- ftQPQSED t5" RCP O 0,75X _ 1139 __.__. _... _.. , .-.... .. T X. SAX M.M. .._.._ .. .,._... _. _...� --- -STA = ip+033' LT . _.... ___. .-,. _. .:._ ...__.._ _.._ ...._ .... Ex, SAN M H. ti3Q - IM ELEV 1141.80 ii+67 i LT - NY 9t3609 RIM ELEY 114337 19 INV F13S 44 ... _ ... __ 19zQ III II tO+CC 9i+CO 12+00 13,00 1a>00 n� 3 �k 8� c 6w "sa o o ag 4 n a_5 q ti $° e� F� V / m Lli V t^� O {� X uj W L Q U) 0- o Q 0 Vlp�ppg 0) m Dr / / / / / / / ( L---___-~~~.~~~~-_�_~~~~~ 0 ' _--~~~~ -_-�~~�--.~~-~.~_�+_~~~�-.~._ McMillan Electric Parking Lot ------~--~--~~~~----~~--~--~~~---~~---+~+-- -92 -num.~~ LJ ME Lij LLJ it 273 1,3+00 14- 00 P P REMOVE & REINSTALL. INkET TO LINE UP WITH PROPOSED ri I `-- CURB & GUTTER I n t N i 8EG1N RAD. T G ir4114 ! McMillan Electric Forking Lot END RAD. C a rr38.80. r ry IP J� TA. 21+34.8 2&ILT. 1-22,5' BEND r—REMOVE & REINSTALL HYDRANT 13 LF, OF 6' HYDRANT LEAD R[Yf 5' HYDRANT EXTENSION r ---------- --- �n!ml -----------------------------.----_—__--- ---_______----_---------_________________ i NLET 8 t _ 1 STM M.H. ADJJST MANHOLE f D rs+OD rg+�aD THOMPSON ROAD za+OD zt+oa � 2�wa C S S ..._ S _______— S S 5 _.._.. _____ S S _ S ._.._. ___ ,_5 S ..�. __._ S .„_,., _...... , __.__ __ S _ r .. _ `" ,j 1 CONNECT TO LF, OF 12' ` /( -L EX M.H. CP O 1.00% _ t INLET _ 2 i t U) z Li ^J r" 0 Q CL CC Lx3 W d V 0- Q 2 J Q F- v} r + ill M McMillm Electric Parking Lot Area ,Mifl- Electric Parking 0 Rem Existing HOPE A ron Endwo . . . . . . . . . . . . . . — — — — — — ®. ®. — — — — — — — — — — — — — I 105+00 106+00 207 L.F. OF PROPOSED 18' RCP STU SEWER i I t 30' UTILITY EASEMENT LL, 0 0 Lit 0 z M 0 �X, -41 1 E67 1 107+50 SCALE 0 10 20 40 1 vm�� ------------ --- PILL IN TC" *7 ------ ilXCAVATI FROM R W' --7 ------ ------ -7, 7 nr PROPOSED 18 CP 0 z % it X. STM M.M. STA - 104+67 0.0, RIM ELEV - 1137.30 INV E 1133.10 -_L125 7 --7 1125 ---- ----- - . ..... Ills 105 00 t07 (;ka a a& 008-01 (UD (n z Li m LLJ fL o LL; z 0 V) CIL, 0 :2 0 L.Lj 00 W m -:g: Vf COMPACTED BEDDING 4'-6" �4Ei'S[tli:! PIPE PLASTIC PIPE BEDDING BEDDINGDIP & RCP EIEE BEDQIHG DETAILS COVER INLET OPENING 5" Tmc a a i 2' 2' 1 X 3 2" 2'-6' X 2' 3' X 42' DIA- 42' CIA- 27' DIA, 9w A T RECTANGULARfINLET PRECAST REINFORCED COVER 5" B — NOTE: STEPS REQUIRED MORTAR :L ST SENO > 4' 5" MIN, r CIRCULAR INLET BACKFILL MECHANICALLY COMPACTED LIFTS) INITIAL BACKFILL E (' HAUNCHING FULLY COMPACTED WILL MATERIAL) (IF REO'D) 7 DEPTH AS SHOWN ON PLANS -4" MIN. ECCENTRIC OPENING _T DEPTH AS SHOWN ON PLANS ORTAR IED —4' MIN. PIPE) B A RECTANGULAR INLET I G J ".f CIRCULAR INLET RIM ELEVATION GIVEN IS 9 INCH BELOW GUTTER F.L, GRADE • RIM ELEVATION GIVEN IS 1/2' BELOW FINISHED GRADE, CASTING TYPE HEIGHT A 4' C 5' 7 t 2" 4' H 4^ B9 4' BB 4' RIM ELEV. AS SHOWN ON PLANS CURB TYPE A B C D E F BARRIER 18" B 12' 6' 6" 2' 1.5" i 2" 24" B 18" 6' 6" 2 1,5' t 2' 30' B 24' 6' 6" 2' t.5' i 2' MOUNTABLE 24' M 12' 12' X X 3,25 t 2" 30' M 18' 12' X X 3.25 1 2" 36" M 24' 12' X X 6' 10' VALLEY GUTTER 36" V 16' 96" X X E.S" X 1 o 3 tr I B� E r— T. 'Q� C 71 +. ''T' QUBQ & GUTTER CASTING STRUCTURE /NUMBER STRUCTURE INL (INLET) FLOOD STAKES (2 PER BALE) NOMINAL 2' x 2' x 30' MIN. LENGTH OR EQUIVALENT NO7E: ALL DIMENSIONS ARE APPROXIMATE IF REQUIRED TWO ROWS MAY BE USED NTH STAGGERED JOINTS STAKES DRIVEN FLUSH WHEN SAIL CONDITIONS PERMIT SLOPE VARIABLE SLOPE VARIABLE p g p y p FRONT ELEVATION EROSION BALES ACROSS DITCH BOTTOM EROSION BOLES BPD h �h4 fi 3k y5 fi Fk cgs NY c //mo�o as mo a :S w w c CL lil C � W ,G !!1 -J J LEI of H 0) 0) 0) 4^ �I i 165' Q. 165, DRIVING LANE DRIVING LANE 24' CONC. CURB & GUTTER e ASPHALTIC CONCRETE PAVEMENT 8' CRUSHED AGGREGATE BASF. COURSE: 12' GRANULAR SUBBASE DECAL -URBAN --ff-QIM STA. 102+50 - 123+00 C.T.N. 'B" SOUTH BOUNDARY ROAD STA. 50+50 - 56+00 I L.4' ASPHALTIC CONCRETE PAVEMENT -8' CRUSHED AGGREGATE BASE COURSE -12' GRANULAR SUBBASE DRIVING LANE 24* CONC. CURB & GUTTER ST& 123+00 - 142+00 C.T.H. 'B' I DRIVING LANE 3" ASPHALTIC CONCRETE PAVEMENT 8- CRUSHED AGGREGATE BASE COURSE \-�� 12' GRANULAR SUBBASE DEKAL UMAN-aEaDQU THOMPSON ROAD TRIENT DRIVE (JUST 3- ASPHALT) SIDE ROADS (OLD C.T.H. -B- & SOUTH BOUNDARY RD) CD fi fe wo 4p.. tsw ousa in F-- z Lli Lij 0 Jr Uj CL V) -i-J -i ec 0 LJ Lo o LJJ Of 0) 0) 0)