Loading...
HomeMy WebLinkAboutMESD-2018OSBORNE VIEW ESTATES SUBDIVISION PAVING IMPROVEMENTS HASTINGS, NEBRASKA 38th St. 39th Street f a Nebraska e'J i Pepsi Cold Storage • &`. 0 INDEX OF DRAWINGS LEGEND i 1 COVER SHEET �'>oyV m STORM SEWER PIPE i Eaton 2 GENERAL INFTNRMATIIC w 3 GENERHORIZAL lNI C VERTICAL CONTROL Sit SANITARY SEWER MAIN P 4 MARKET LANE PIAN & PROFILE STA 1+12 TO STA 5+00 c GAS MAIN I 5 MARKET LANE PIAN & PROMIE STA 5+00 TO STA. 8+78 w WATER MAIN jib 6 MARKET LANE GEOMETRICS, JOINTS & GRADES STA. 1+12 TO STA. 5+00 35fh greet UNDERGROUND CABLE TV — � � I I / T MARKET LANE GEOMETRICS, %NTS k GRADES STA. 5+00 TO STA. 8+]8 OVERHEAD POWER ! I % 5 NCTORY LANE PUN It PROFlIE STA 10+12 TO STA. 14+80 CHAINUNK FENCE _ / I I / 9 WCTORY LANE PUN h PROMLE STA 14150 TO STA. 17+51 POWER POE S3M_ Sfnet _, \ 10 VICTORY LANE CEOMEIRICS JOINTS @ GRADES STA 10+12 l0 STA 14+80 Qin MGHT POLE \ J 33r 71 11 VICTORY UNE GEOMETRICS, JOINTS & GRADES STA 14+60 TO STA 17+51 POWER POLEIUCHT POLE m I -.:--.__---- 12 TYPICAL OETNLS F WY WIRE X1 -X11 CROSS SECTIONS o Omm FlRE HYDRANT Bev WATER VALVE€ 2? y O W POST INDICATOR VALVE = 4, o 0 WATER METER PIT Big G Q SANITARY SEWER MANHOLE Dockele. Cove ShOfe 1 O STORM SEWER MANHOLE 31,f Street ® GAS METER `.. o` ' • w ® AIR CONDITIONER ® ELECTRIC METER OO TELBPHCove a° n ONE PEDESTAL o Tractor p= p TELEPHONE RIBERe Supply m TRANSFORMER 3m 1r/ SPRINKLER CONTROL VALVES 0. ROOF DRAIN I , ® STORM SEWER GRAZE INLET m MAILBOX Q • STEEL BOLLARD 0 T SIGN PROJECT LOCATION 0 SECTION CORNER / W GO ® CONTROL POINT / 17 w BUSH w 2 hon — W W W W gp�w N Oe REE w W i L ° wz InRifup. w ¢ CO /` I II\,. 1 mF�ea� IW 0 Z DO W� - I Q C7 z S .=Yw: is�e ,� �. ..f •. : 11 Dpmea M: lea v�C L _ —j1 1 gecl mY.: D, 61Rd9 HASTINGS, NEBRASKA NWfNDER o,D,e NOT To SCALE SHEET 1 of 12 GENERALNOTES 1. ALL WORK SHALL BE IN ACCORDANCE M11H THE CITY DF HASTINGS STANDARD SPECIFICATIONS AND STANDARD DRAWINGS 2. TIRE LOCATON OF ALL AERIAL AND UNDERGROUND UMUTY FACILITES MAY NOT BE INDICATED ON THESE PLANS. UNDERGROUND UTUTES WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN TIRE AREA OF UNDERGROUND UTUTY FACILITES UNTIL ALL SUCH FACIUTES HAVE BEEN LOCATED AND IDENTIFIED TO WE SATISFACTION OF ALL PARTES. TIRE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO WE UTILITY FACRUTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES 3. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS OR RE-ESTABLISH THEM IF THEY ARE DIMMED DURING CONSTRUCTION. 4. WE CONTRACTOR SHALL OBTAIN AND PAY THE COSI OF ALL REQUIRED PERMITS AND FEES. 5. THE CONTRACTOR MAU USE EXTREME CAUTION IN WE AREA OF EXISTING MANHOLES. POWER POLES, AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES. 6. TRAFFIC CONTROL SHALL BE WE RESPONSIBIUTY OF WE CONTRACTOR AND SHALL BE SUBSIDIARY. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH. TIRE MOST CURRENT ED ION OF THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND HOOT STANDARD PLANS 920 3 924. TRAFFIC CONTROL SHALL BE SUBMITTED TO WE CITY OF HASTINGS FOR APPROVAL PRIOR TO IMPLEMENTATION. 7. PRIOR TO PAVING, THE TOP 6' OF SUBGRADE IN ALL AREAS TO RECEIVE PAVEMENT SHALL BE SCARIFIED AND RECOMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AND OPTIMUM MOSNRE TO +3[ R. THE MAXIMUM JORNT SPACING FOR 6' CONCRETE PAVING SHALL BE 12' UNLESS OTHERWISE NOTED. 9. ALL 5" CONCRETE PAVEMENT SHALL BE HOOT CLASS 4711-3500 AND SHALL USE TYPE 1P CEMENT AND HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. 10. ALL PAVEMENT SHALL HAVE A BURLAP BRAG FINISH AND SHALL HAVE A LIGHT BROOM FINISH. 11. DROP CURB LOCATIONS SHOULD BE VERIFIED PRIOR TO PLACEMENT Of PAVEMENT. ALTERNATIVELY, CONTRACTOR MAY ERCT TO PLACE FULL CURB AND SUBSEQUENTLY GRIND CURBS AT DRIVE LOCATIONS 12 CONSTRUCTION OF ALL JOINTS INCLUDING DOWELS AND TE BARS SHALL BE CONSIDERED SUBSIDIARY TO CONCRETE PAVEMENT. 13. THE STORM SEWER TRENCHES SHALL BE BACKFILLED, MECHANICALLY TAMPED AND TESTED. BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF WE STANDARD PROCTOR MAXIMUM MY DENSITY UNDER FUTURE PAVED AREAS AND 90% UNDER NRF AREAS. 14. PIPE BEDDING SHALL BE SUBSIDIARY TO PIPE INSTALLATION. 15. CAST IRON RINGS COVERS, FRAMES AND GRATES FOR STORM SEWER STRUCTURES WILL NOT BE PAID SEPARATELY. 16. ADJUSTMENT OF ALL NEW MANHOLES AND VALVES SHALL BE CONSIDERED SUBSIDIARY. 17. TIRE CONTRACTOR SHALL PROVIDE INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE INLETS. I& WE CONTRACTOR IS REQUIRED TO CONTACT THE Ott OF HASTINGS ENGINEERING DEPARTMENT TO COMPLETE AND SUBMIT WE CITY SWPPP FORM. WE CONTRACTOR $HALL COMPLETE THE NDEO REOUIREMENTS FOR RUNG WE SWPPP. WE CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION OF THE SWPPP. 19. CONSTRUCTION STAKING SHALL BE COMPLETED. BY THE ENGINEER. 20. PRIOR TO MOVING OFF SITE TIRE CONTRACTOR SHALL NOTIFY TIRE ENGINEER IN WRITING REQUESTING A FINAL WALK-THROUGH OF WE PROJECT. R.O.W. 14.5' VARIES 6:1 MAX. TABLE OF APPROXIMATE QUANTITIES ITEM QUANTITY 6' CONCRETE PAVEMENT W INTEGRAL CURB 5.721 SUBGRADE PREPARATON 5,700 18' RCP STORM SEWER PIPE 110 24' RCP STORM SEWER PIPE 562 30' RCP STORM SEWER PIPE IL& IQ INSTALL 24' BARED -END SECTION 4 INSTALL 5O FI.ARED-END SECTION 1 SURD CURB INLET 7 BUILD STORM SENOR JUNCTION BOX 1 EARTHWORK 1 80' at' STREET 7.5' 7.5' 6' INTEGRAL LONGITUDINAL JOINT -V PROFILE PONT CURB (TP.) W/ TIE BAR (TYP.) \ 6' INTEGRAL - \\1 CURB (TYP.) 20x 2.0% 6' P.C. CONCRETE PAVEMENT 6' SUBGRADE PREPARATION TYPICAL SECTION NOT TO SCALE VARIES 6:1 MAX. 14.5' R.O.W. a 1 X- W O N z O m mZ m �w m O j E CPT 21 N � Q € 0' 2V 50' 100. O U SCALE IN FEET N O 6 0 g� I E6 I eo. . go I _o L__- -- as — — — — — — — — — % E%ISTING 24" SANITARY SEWER -----_ 11 00 12'0D 13100_ ^4tDD_ / C\ `4EtA 9+SF0 1 D — MCTORY— .IANE Lz 00 4\ L--------- --- CPT —CPT I Ig II 1 -- ----- ----- ----- ----- ----I— & I I 7----- ✓ 6.pr e I I o g6 % Of I J b� 5+00 �+40 9+00 — 3+00 4+00 — �-- = t0 — a 0+50 1+D 2+00 ___ _ _ L1 NARKET LANE T —' 6n 1 I Ki 3i — N ag I a O rn S I _-- _-- _—_ --- --- L---- —_ — _ H m � _ — -- O N w G= .. zZ -F - -. �-- ._. w iE U QO ! It w 2 It w w 6� > s w z �5 _ $ Z ax ¢ �< — - H z0 z a m JU o.. `CPT 20 N m Z 0 O O O n = Z mE Q /$ _ g.. m m.�aaM:STATION END PI PI RD JSe $5 Qu°cq. .opwaa W'. ire /mq209160&"pgNnw'. 61 P9 S� y = mm NOVEM6ER SHEET 3 of 12 MARKET LANE ALIGNMENT CONTROL IDB RANGE COORD. COORD. STATION COORD. =OF VICTORY LANE ALIGNMENT CONTROL CONTROL POINT TABLE STATION START ENO PI PI LINE/CHORD OBEARINGD RADIUS (FT) IDB RANGE COORD. COORD. STATION COORD. T) BEARING Ll 0+50 N: 26]]88.9] N: 288618.89 650.00 N1K8'S9'W 9+00 E: 2091824.94 E: VICTORY LANE ALIGNMENT CONTROL CONTROL POINT TABLE STATION START ENO PI PI LINE/CHORD UNE/CHORD RADIUS (FT) IDB RANGE COORD. COORD. STATION COORD. LENGTH (FT) BEARING � 9+SO N: 28]783.3] N: 288275.28 609.66 N1'28'S9"W 14+59.88 E: 209133294 E 2091320.03 C1 PC 1++89.66 PC N: 26627S2S PT N: 288338.75 15+18.88 N: 286338.23 N4373'01"E 60.00 PT 15+84.13 E: 2091320.03 E: 20913]8.50 E: 209131652 � 15+54.13 N: 268338.75 N: 28834282 232.00 N88'33'O1"E 17+88.13 B 2091378.50 E 2091810.42 CONTROL POINT TABLE POINT NORTHING FASTING DESCRIPTION 1 28]8]9.0] 2091416.81 CPT ASE 1 2 REBAR 20 28]830.79 209280287 SCR 27 287]94.]5 2090030.72 SCR ® V1 BUILD STORM SEWER PIPE O BUILD 6" CONCRETE PAVEMENT W •• INTEGRAL CURB 7 m N0. I SIZE TYPE SLOPE DESCRIPTION STATION TO STATION SIDE 54. YDS ��N �- (� F 1 24 x 58' RCP 0.50% FES 1 FL EL=1898.53 TO FES 2 R EL=1898.25 1+12 - 5+00 LT.hRT. 1'N5 a O NOTE ALL GRADES ARE TOP of SLAB UNLESS SECTION AND {a{ U i BUILD FLARED—END NOTED OTHERWISE ALL DIMENSIONS O' 1D® �5 NO. STA SIDE SIZE FL EL OFFSETS ARE TO BACK OF CURB OR EDGE OF SCALE IN FEET w 1 1+}1 28.]2' LT 24 1898.57 PAVEMENT UNLESS NOTED OTHERWISE N N u 2 1+31 DATUM EL=1800.00 27.28' RT 24' 1898.25 N v8 J a wa LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 BLOCK 2 LOT 9 BLOCK 2 LOT B BLOCK 2 _ I BLOCK 2 BLOCK 2 Small:2 BLOCK 2 E £ L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6 - ,lse ADJUST MANHOLE TO GRADE ADNST MANHOLE 70 GRADE PROPOSED 8' SANITARY SEWER (SIIBSIDIARY) (SUBSIDIARY) - 5+00 MARKET LANE 3+00 -31' B -8 -f I—s:,�BO• R.O.W.�s;e .4+00 _ _ ..,g.—� _ _ M 0+50 — 1+00_ .0 I — - .a 2+0-001 _ .. tea. E M..6 LN. PROPOSED 8' WATER MAIN II® LOT 0 LOT 24 LOT 23 LOT 22 LOT 21 LAT 20 LOT 19 } LOT IS BLOCK 3 LOT 17 BLOCK 3 LOT 18 BLOCK 3 £ :. BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK — — — — - W - — — — — - — — ---- — — — — — — — - N c I PROFILE PROFlLE SCALE IN FEET ZO xoRlz. N VERT, ® > 2' 4' 1L - I VPI STA: 3+50 VPI EL- 1897.59 Of K- 894] i E LVG 100.00 T. - m + g- CD _ -200%1900 N Y II i1900 z `Sg o s w m 5 EYJSTNG/PROPOSED GRADE AT ENTERLINE LL > �V CIL 10 N W 'a _0.88% Z f W W g0 QO _ a � (if Lu of OIL x NOTE OVEI GRADING CONTRACTOR WILL GRADE Z + Q THE SITE (INCWDINC ROADWAY) TO +/- 8' W IS REWIRED (0 W Z Y u -- - THE PROPOSED TO GET THE ROADWAY GRADE THE PAVING CONTRACTOR SUBGRADE TO THE PUN GRADES - W i 07 F N z d i Of DODO O z n DO r O (0 $ Z 1890 Q E _ a Lp�S 8q� wum, jsB u 1888 % o N n n g m n m c aam: oio-�ns aa..:re:w.:xovEMBeB is. xie SZ W P W i0 m O O m p m SHEET 3+00 4+00 5+00 5+50 4 of 12 0 1+00 2+00 r i V M n BUILD STORM SEWER PIPE O BUILD TYPE "D" MODIFIED CURB INLET D BUILD 6" CONCRETE PAVEMENT W INTEGRAL CURB E J Ln s NO. SIZE TWE ROPE DESCRIPTION N0. STATION S1DE RIM EL FL EL DEPTH STATION TO STATION 810E S0. YDS. W 2 1W X b RCP 0.3016 INLET 1 R E1-1890.68 TO INLET 2 FL EL -1890.50 1 5430 R 1898.28 1890.88 5.50' 3400 - B+]8 LT.hRT. 1 ]83 `� ~ K 3 24 X 110 RCP 0.301 INLET 2 R EL�1990.00 TO JUNCTION BOX i FL EL=1889.6] 2 5+30 L 1898.24 1880.50 5.]4 NOTE ALL GRADES ARE WP OF BLAB UNLESS 4 24' % 123' RLP 0.301 JUNCTION BOX 1 R R-1509.67 TO INLET 3 FL R-1559.30 3 7+63 R 1894.73 1699.49 5.28' NOTED OTHERWISE. ALL OF AND O 5 18' X36' RCP 0.501 INLET 3 R E 1859.49 TO INLET 4 R EL=1869.30 4 7+63 L 1894.58 1869.J0 5.28 CURB OFFSETS ARE M BACK OF CURB OR EDGE OF ® u 8 24' X 115' RLP 0.301 INLET 4 R EL=1869.J0 70 INLET 5 R Raa188895 5 6+73 L 1893.95 186&95 5.0T PAVEMENT UNLESS NOTED OTHERWISE 0' 10' 20.40' � ] 3(Y % 146' RCP 1.001 INLET 5 R ELr188S45 TO RMED-END BECTON R R�1B8].0 DATUM EL=1800.00 SCALE IN FEET ) eG V (/ - - - - N: 266125.95 I A VT BUILD STORM SEWER JUNCTION BOX BUILD FLARED -END SECTION , � 5 ezost sD9 a1� Vj N Q 'w No. STATION SOB RIM EL FL EL DEPTH N0. 3.10 3 STA SIDE - - SIZE JO' FL EL / 188].0 / LOT \ BLOCK 3 1 8+41 L 1894.7] 1889.87 /'JA O o W Z \ i 0' PROPOSED 24' STORM SEWER £ O I �T SEE SHEET 9 I 4 GILALOT w m a U I J eau ------ -----J > I BLOCK33 _� I QUIZ TO GRADE MARKET LANE ADJUST MANHOLE �� (SUBSIDIARY) ' ' � _ - 07 / LOT 6 9+ 00 BLOCK 3 - a � ' 6 00 -<-ie ------- "_..�+•00 s:31•9_8 -x,560' R. 3 a _••1. ADJUST MANHOLE TO GRADE - PROPOSED r SANITARY SEWER (SUBSIWARY) M..9 PROPOSED 8' WATER MAIN J j LOT 7 � BLOCK 3 / lAT 16 LOO 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT B LOTS BLOCK J I / ) BLOCK 3 BLOCK 3 BLOCJ(3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCI(3 - - ---------- - - - - - --- ---- ---_- T - ---- ---- - - PROFILE SCALE IN FEET Y, Z HORIM h O 0 70. 2tl 40' z N W a 1' z 4 >p -0881Z JPROPOSED/EXISTING 1895 O TO> 0 GRADE AT CENTERLINE W d w -6 y 2 I LU LU F- > P Q a0 Fa -0 _ - - z o v a w NOTE: OWRLOT GRADING CONTRACTOR WILL GRADE g+ W W ¢ W Z > > Q rc THE SIZE (INCLUDING ROADWAY) TO +/- 6. OF THE PROPOSED GRADE THE PAWNG CONTRACTOR IS REQUIRED_ _ - -- - Y W Z d D( 1 TO GET THE ROADWAY SUBGRADE TO THE PLAN GRADES H Q It GO _ GO Z o o N �$ O U Cs 5 dog + _ i }� T ��u1885 Jrem M: A4T J59 - Y+Ia aypmN by: 'p W 96 WCLb JLB " O YR N r C N Un N NaairY m.: 10. ATB N '.111 M1 f O � SHEET a 5+00 0 6+00 7+00 8+00 9+00 5 of 12 1. 20.0' RADIUS R.P. STA 1+34.5 — 35.5' LT P.C. STA 1+14.5 — 35.5' LT. P.T. STA. 1+34.5 — 15.5' LT. 2 20.0' RADIUS R.P. STA 1+33.5 — 35.5' RT P.C. STA 1+13.5 — 35.5' RT. P.T. STA. 1+33.5 — 15.5' RT. ,DIV i _ +0000 I jI +� H ,d LOT 23 LOT 22 LOT 21 d O� ti U, 0--2 2� q l BLOCK 3 N Ih BLOCK 3 DROP CURBS I I I LOT 14 LOT 13 BLOCK 2 BLOCK 2 a N' O 1D®. SCALE IN FEET LOT — — LOCK 2 — — I — —BLACK 2 — — — — —LOT 12 BLOT 11 LOOCK 2 — —I— — —BLOCK 2 — — — — BLOCTK 2 — — — .'b - — a MARKETLANE 4+00 5+00 — 2+A00�5 — —t-99.59 — gg5_B_ i -80' i O.W.— —=g>Ts — -�,>� — A 9 9 W .w6 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3— — I I I I I C — — — — — — — — F6 ,gmg LOT 16 BLOCK 3 — BLOCK LOT ISLOT T3 — — BLOCK 3 6" INTEGRAL CURB CONCRETE PAVEMENT 6• TOP OF SLAB ELEVATION AT BACK OF CURB NOTE ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL.=1900.00 ELEVATION DETAIL NOT TO SCALE L N E H- Z'" a Ou 5 0 J a wa 0 C S F6 ,gmg Sa$ a'S m V%N W Q� K Z N ❑m 00 mW 4 U) W UN Q> O � W W2 w�. W Z G 0 W Q >> 0 W N 3 0- m W 1— 03 Z Y O 1n w Q Z Z As1 m am erjsB ,owe, ,5R oux e� wowno.: size aa«rem. XX EMBER 18.801918.8019 SHEET 4 of 12 3. 20.0' RADIUS R.P. STA S+BB.3 — 35.5' LT P.C. STA 6+08.3 — 35.5' LT. P.T. STA. 51.88.3 — 15.5' LT. 4. 200' RADIUS R.P. STA. 6+59.3 — 355' RT P.0 STA. 6+08.3 — 35.5' RT. P.T. STA. 6+59.3 — 15.5' RT. 5+00 s — —4— y5 AB LOT IB LOT 15 BLOCK 3 BLOCK 3 5. 20O' RADIUS R.P. SIA. 7+73.2 — 355' LT P.0 STA. 7+92.9 —322' LT. P.T. STA 7+73.2 — 1S5 LT. 7. 43.0' RADIUS CENTER AT 8+35 6. 38.0' RADIUS R.P. STA. 8+153 — 53.5' RT P.0 STA. 8+24.7 — 18.7' RT. P.T. STA. 8+15.3 — 15.5' RT. ------------------ III II LOT 3 BLOCK 3 L----------- 4 y? 5 II1 I MARKET LANE -T IiyS--LB-i�gl-l0#--FObl — = .+90 31' 9-8— 'l 80' R.O.W.— OT 14 OCK LOB( T 13 LOT 12 O 1 3 I BOCK 3 I BLO3 I BLOCK LOT la BL3 I BLOCK 3 DROP CURBS I � / \ LOT BLOCK53 F § i np V 10' 20' SCALE IN IFFY Q ,V,AAS v, N� R � ^ ^ Q ~� 0 edea I � L � 714�� j— I I 't —1— 4— — r' —II— +78.9 6 L� —4 — �— — oa B+r, aI — — LLOT 8 9+00 / BLOCK 3 s 43 rr Ig3 83 9A' 9J m n N e + i + m+ + + I j LOT 7 / / BLOCK 3 / LOT e - LOT B I / MOCK 3 I/ BLOCK 3 I / T / I I I I I I I 6' INTEGRAL CURB CONCRETE PAVEMENT _ T6' • TOP OF SLAB ELEVATION AT BACK OF CURB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTIMMSE ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OT ERWISE. DAMM EL -1900.00 ELEVATION DETAIL NOT TO SCALE m w W � 2 0 O to W j O N OM Nw �Q WW U~ QO KO W N d o w2_ 0+ �U` w w Z_ O ¢ > Q ZU za m g o W H m z III U)K O (9 Q Z N Q Al a W. e.ma ul. Ise wxea: ace waanoo.. aizss SHEET 5 of 12 © yT Y F § ® OQ V V 10' 20' SCALE IN IFFY Q ,V,AAS v, N� R � ^ ^ Q ~� 0 6 8 S / � ,R 4i i "9 � iV dfCJl� 6' INTEGRAL CURB CONCRETE PAVEMENT _ T6' • TOP OF SLAB ELEVATION AT BACK OF CURB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTIMMSE ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OT ERWISE. DAMM EL -1900.00 ELEVATION DETAIL NOT TO SCALE m w W � 2 0 O to W j O N OM Nw �Q WW U~ QO KO W N d o w2_ 0+ �U` w w Z_ O ¢ > Q ZU za m g o W H m z III U)K O (9 Q Z N Q Al a W. e.ma ul. Ise wxea: ace waanoo.. aizss SHEET 5 of 12 E BUILD STORM SEWER PIPE 0 1 BUILD 6" CONCRETE PAVEMENT W1 •• INTEGRAL CURB N0. I SIZE ITYPE SLOPE DESCRIPTION STATION TO STATIDN SIDE W. YDS, z F- "� 8 24 K 4B' RCP 0.401[ FES 4 FL EL=1898.22 AI FES 5 FL LL=189&03 10+12 - 14+80 LLkRT. 1571 Q NOTE ALL GRADES ARE TOP OF SLAB UNLESS 17511002177n"41' O U BUILD FLARED -END SECTION O NOTED OTHERWISE ALL DIMENSIONS AND LE SCAIN FEET N0. I STA I SUE ISI2E FL EL., OFFSETS ARE TO BACK OF CURB OR EDGE OF N O 4 10+29 RT 24' 1 1598,22 PAVEMENT UNLESS NOTED OTHERWISE N 3 5 1 10+29 1 LT I 2C I 189B.03 DATUM EL-18DD.00 N e8 LOT 1 LOT 2 BLOCK 1 BLOCK 1 LOT 3 BLOCK 1 LOT 4 BLOCK i LOT 5 BLOC( 1BLOCK — — — — —— — LOT 6 1 — — — O I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------ ------------------ - m„z gJ-e ------------- m PROPOSED 8' SANITARY SEWER '- 1400 - VICTORY LANE 12 00 2tGO 13100_ 10 00 S” _ __ 11 00 31' a-B—SO' R.O.W.- $\ 9+50 $�— — -f00 - ADJUST MANHOLE TO GRADE _ `(SUBSIDIARY) - - s. ©a, ADJUST MANHOLE TO GRADE - - - . M.,O ems, PxM BvM Q PROPOSED S' WATER MAIN � 13. — — — — — — — — — — — — — — — — — — LOT 2 LOT LOT 4 LOT 5 BLOCK2 OT L 6 BLOCK 2 LOCKMOM 2 BLOCK BLOCK 2 MOCK2 N PROFILE SCALE IN FEET Z f HORQ. O OJ 10, 20' 40 w VERT. L ��.�2O5 p W i F VPI STAT 12+50 -. VPI EL= 1895.50 I 1 PRO OSED/EKISRNC GRADE AT CENTEftUNE C -'S. LV m o 1900 1 �2']IX Om g n O } w rn CD Ow m H a' w i _ g4 (nLU z¢ z wLU> C_0 1895 a _1.BOJr-0.50x z N w 2 '1 J p W U' q >> Na w - �� ILL! d K — - - - - NOTE: OVERLOT GRADING CONTRACTOR WILL GRADE U N TDO HE SITE (INCLUDING ROADWAY) TO +/- 6' OF S THE PROPOSED GRADE THE PACONTRACTOR IS REWIRED i DG z TO GET THE ROADWAY SUBGRADE TO THE PLAN GRADES 0 s0 z V' N .. - 1890 Q oW J M p 2K5 N� 1 issa gymreJM JSB 1888 y ri OM]Ch JCB X q m E� IN 1pN Nq S N 8 p p� VI n d�"iq m:NOIBE0.16— 2 N0 SN cd mb O qT D 0 O ID m IB Osi� OI 0 d - - SHEET < 10+00 11+00 12+00 13+00 14+00 15+00 8 of 12 ADJUST MANHOLE TO GRADE i i ADJUST MANHOLE TO MAN 15+00 I � LOT 1 LOT 2 I I BLOCK ] BLOCK 3 � I BUILD 6" CONCRETE PAVEMENT W INTEGRAL CURB STATION TO STATON I SDE 50. YDS. 14180 - 17+51 IT. :—T. NOTE ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERMISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE DATUM EL -1800.00 I � I LOT 3 I q BLOCK 3 M I m BOX LOT 12 BLOCK 3 z ILL! OU M No lA 0' 1D® O SCALE IN FEET r BUILD TYPE "D" MODIFIED CURB INLET BUILD STORM SEWER PIPE O N0. I SRE I TWE SLOPE DESCRIPTION 9 18 X38 RCP 0.501 IN8 it EIr1890.52 TO INIET ] FL E1r1890.33 10 24' X 110 RCP 0.301L INLET 7 FL EL -1890.W TO. JUNUIIW BOX 1 FL EL -1559.57 ADJUST MANHOLE TO GRADE i i ADJUST MANHOLE TO MAN 15+00 I � LOT 1 LOT 2 I I BLOCK ] BLOCK 3 � I BUILD 6" CONCRETE PAVEMENT W INTEGRAL CURB STATION TO STATON I SDE 50. YDS. 14180 - 17+51 IT. :—T. NOTE ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERMISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE DATUM EL -1800.00 I � I LOT 3 I q BLOCK 3 M I m BOX LOT 12 BLOCK 3 z ILL! OU M No lA 0' 1D® O SCALE IN FEET r BUILD TYPE "D" MODIFIED CURB INLET A N0. STATNW SIDE I RIM EL FL EL 1 DEPTH 8 15H49 R 1894.28 1890.52 3.00 7 1 15H51 1 L I 1894.27 I 1890.33 I 3.94' ADJUST MANHOLE TO GRADE i i ADJUST MANHOLE TO MAN 15+00 I � LOT 1 LOT 2 I I BLOCK ] BLOCK 3 � I BUILD 6" CONCRETE PAVEMENT W INTEGRAL CURB STATION TO STATON I SDE 50. YDS. 14180 - 17+51 IT. :—T. NOTE ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERMISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE DATUM EL -1800.00 I � I LOT 3 I q BLOCK 3 M I m BOX LOT 12 BLOCK 3 z ILL! OU M No lA 0' 1D® O SCALE IN FEET r W N Z LOT 13 PROPOSED/EXISTNG GRADE AT CENTERLINE _ i I BLOCK 3 O V - W t6 Oo17400 X31' B-B=s=80 R.O.W.i J � IL S ED VICTORY LANE - 1}1 S ems', _� 9"w -.8-w - e'.w g. w. W U) 0 g. w. __ 8"w e.,g 8"W � I I E nw LOT 14 u BLDGK 3 PROPOSED 8" WATER MAIN q I 0 Of WIr------- OL z 0 W 2 , LOT7 BLOCK 2 I F Y J O QQ BLOCLOT K m I I I � I I I BLOCIt 3 UU 2 g 16 PRORLE SCALE IN FEET a w p HORILtl -- NOTE OVEALOT GRADING CONTRACTOR MILL GRADE U D_ W 5 THE SITE ((INCLUDING ROADWAY) TO +/- 8' OF THE PAVING CONTRACTOR IS REWIRED w > O JU r THE PROPOSED GRADE. GR TO GET THE ROADWAY SUBAOE TO THE PUN GRADES � DT U) (6 m - Q I VERT.D Z 14. mP W N Z PROPOSED/EXISTNG GRADE AT CENTERLINE O W W J � IL S ED Dw U) nw z 0 Of OL z 0 W 2 ',. J O QQ UU 2 Y 16 >> a p -- NOTE OVEALOT GRADING CONTRACTOR MILL GRADE U D_ W 5 THE SITE ((INCLUDING ROADWAY) TO +/- 8' OF THE PAVING CONTRACTOR IS REWIRED w > O JU r THE PROPOSED GRADE. GR TO GET THE ROADWAY SUBAOE TO THE PUN GRADES � DT U) (6 m - Q Z mP Q W� S AST 2 ONCCL/� l�B O p 8 rj µ h 1` W tj W HOVEMBER'B.A1B SHEET 19+0 - - 20+00 9 of 12 & MID' RADIUS R.P. STA. 10+34.5 - 35.5' LT P.C. STA. 10+14.5 - 35.5' LT. P.T. STA. 10+34.5 - 15.5' LT. 9. 200' RADIUS R.P. STA. 10+33.5 - 35.5' RT P.C. STA. 10+13.5 - 35.5' RT. P.T. STA. 10+33.5 - 15.5' RT. I I LOT 1 BLOCK 1 L DROP CURBS LOT 2 BLOCK 1 `N� o' m® . SCALE IN FEET LOT 3 LOT 4 LOT 5LOT 6 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 EP ` r ____________ S ya.¢ 2 • 4 Ys VICTORY LANE2�+ 1 13 00 — �i too —By — T—I+ge� 31' i-B—k-gs �6 80' iO.W. 9y.z5 --- LOT --- BLOCK 2 II I LOT2 LOT 3 LOT 4 BLOCK 2 BLOCK 2 BLOCK 2 �g600 LOT 5 BLOCK 2 LOT 6 BLOCK 2 6' INTEGRAL CURB CONCRETE PAVEMENT T6' • TOP OF SLAB ELEVATION AT BACK OF CURB NOTE ALL GRADES ARE TOP OF SUB UNLESS NOTED OTHERWISE ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWSE. DATUM EL -1900.00 ELEVATION DETAIL NOT TO SCALE T i Im A BT J zg oE. Ii. 9 NOV 9. — _ 9 W W h ti N DROP CURBS LOT 2 BLOCK 1 `N� o' m® . SCALE IN FEET LOT 3 LOT 4 LOT 5LOT 6 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 EP ` r ____________ S ya.¢ 2 • 4 Ys VICTORY LANE2�+ 1 13 00 — �i too —By — T—I+ge� 31' i-B—k-gs �6 80' iO.W. 9y.z5 --- LOT --- BLOCK 2 II I LOT2 LOT 3 LOT 4 BLOCK 2 BLOCK 2 BLOCK 2 �g600 LOT 5 BLOCK 2 LOT 6 BLOCK 2 6' INTEGRAL CURB CONCRETE PAVEMENT T6' • TOP OF SLAB ELEVATION AT BACK OF CURB NOTE ALL GRADES ARE TOP OF SUB UNLESS NOTED OTHERWISE ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWSE. DATUM EL -1900.00 ELEVATION DETAIL NOT TO SCALE E In L a Z `" x N oo Nw Ja a DROP CURBS O SCALE IN FEET A II II I I I �o I 1 I oon I I I I I LOT 1LOT 2LOT 3 I BLOCK 3 B OCK3 1 BLOCK J 1 �.�-------J LOT 12 I I BLOCK 3 - I I I I J I I I a ffi + + + gLOT 13 m !o I �yOytl % N O BLOCK 3 7.80 _ RP O 17+ y; 100 —31' B—B w� 80' R.O.W.—w— 9�� ` �c9f�` e*0� VICTORY LANE x X -\/ k a X 8 I LOT 14 2 93.90 BLOCK 3 0 3 84y3 9\ z Z a Z g� I_ — — — — — �ba T� 94.m r ----- LOT B ---- —1---- —I g O II I BLOCK 2 i BLOCK]2 a > =,LOT15 LN+62]LOT 15 �+s4.s I I 1 p iH +22.5 I I 1 I O N so I I I z o U I- n o m zn �z NN 0— ') W �¢ ww Se Ua F> a w00 ~n0 B' INTEGRAL CURB W O W 2 CONCRETE PAVEMENTp + x� 1 Wa WZ 8' LO > > m T W � W Q 'F TOP OF SLAB ELEVADDN m D. DO W y AT BACK OF CURB O Z Y m K m N NOM- ALL GRADES ARE TOP OF SLAB UNLESS NOTED z'+ F OTHERWSE. ALL MENSIONS AND OFSEIS ARE TO BACK OF O O (0 Z O CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWSE. F S o DATUM EL=1900.00 > Q 00 = �= ELEVATION DETAIL AsT em NOT TO SCALE .. map. ase oN p°NCCM m a rem: ss. zo�Le GZ SHEET gQl 9 of 12 USE DEETER NO. 2000 RING AND COVER (OR APPROVED EQUAL) 4'-8' SECTION B -B Al TOP OF CURB A� I V�GROUT OR MASTIC m I� — 1n MANHOLE STEP O V-8' BARS , k 8— GUTTER LINE MAX. SPACING. OUTER NO. DEPRESSED GUTTER Al TOP OF CURB 1 V�GROUT OR MASTIC 6.. — /4 STIRRUPS O MANHOLE STEP O V-8' BARS , k 8— GUTTER LINE MAX. SPACING. OUTER NO. DEPRESSED NOM GUTTER UNE USE /4 ROAR • - INDICATES LOCATION 2' OF WELDS INVERT CONCRETE FULL SLOPE VARIABLE DEPENDING ON NUMBER OF PIPES - ENTERING BOX FIRST LAYER OF ROAR 1-1/2' ABOVE BOTT OF 2'-0' B GUTTER OPENING CURB k GUTTER S' t1/4' µ BSL - BACK CF WRB O 6' O.C.CENTER / %GUTTER UNE AT J INTEGRAL CURB a ON BACK OF CU B TYPE D MODIFIED CURB INLET CURB INLET NOT TO SCALE S2 T ANGLE 6'-0' LONG (GALV) WELD TO ROAR 6 6 at 14 Lilu�10�51 NMI mmumm�� no®®®® REBAR DETAIL 3'x2'. 3/8' ANGLE 6'-0' LONG GALV.) WELDED TO NO. 4 ROAR IN SLAB AS SHOWN IN EBAR DETAIL GUTTER TO BE 9't BELOW TOP CORNER OF UP AT THIS POINT. SACK OF CURB W S -Cr w O.D. + B' �1 SECTION A -A C.I. STEPS O 18' -CENTERS DEETER NO. 1603. (OR APPROVED EQUAL) MANHOLE FRAME k COVER DEETER NO. 1030 OR APPROVED EQUAL 6' O.C. BOTH WAYS 68 BARS AROUND OPENING nIG V�GROUT OR MASTIC TOP W: BOTTOM /4 STIRRUPS O MANHOLE STEP O V-8' VARIES B' • LAPS MAX. SPACING. OUTER NO. I ON CORNERS 1805 OR APPROVED EQUAL O.D. PIPE + 12' 2' CONCRETE INVERT CUR /4 BAB O 12' O.C. se / BARS -0' W S -Cr w O.D. + B' �1 SECTION A -A C.I. STEPS O 18' -CENTERS DEETER NO. 1603. (OR APPROVED EQUAL) MANHOLE FRAME k COVER DEETER NO. 1030 OR APPROVED EQUAL 6' O.C. BOTH WAYS 68 BARS AROUND OPENING nIG V�GROUT OR MASTIC TOP W: BOTTOM /4 STIRRUPS O MANHOLE STEP O V-8' VARIES B' • LAPS MAX. SPACING. OUTER NO. CONTRACTION JOINT ON CORNERS 1805 OR APPROVED EQUAL O.D. PIPE + 12' 2' CONCRETE INVERT CUR /4 BAB O 12' O.C. TO MATCH FLOOR / BARS -0' CONSTRUCTION JOINT ^ 04 BARS O 9' O.C. BOTH WAYS VARIES STORM SEWER JUNCTION BOX NOT TO SCALE 1 4' FILL WITH SEALANT rFlLL WITH SEALANT 1/4' TE BARS O + / SAW MINT NO. 4 ROAR O 30' CENTERS 30' O.C. 30' LONG. o SAW JOINT --CONCRETE PAVEMENT . .... '.. .. (SEE DETAIL) L'. 24 GAUGE METAL .\�^ .\�\ .\ .\ .\.. .\/\ .' KEYWAY Will LEGS FILL Wing PROPOSED CONCRETE SEALANT EXISTING ASPHALT PAVEMENT -PAVEMENT CONSTRUCTION JOINT LONGITUDINAL CONSTRUCTION JOINT 1' PR..... NOT TO SCALE NOT TO SCALE EXPANSION JOINT - NEW TO EXISTING ASPHALT NOT TO SCALE MAX SPACING 15'-0' FlLL WITH SEALANT ^ SAW JOINT r� 1/4" D > TYPICAL CONTRACTION JOINT NOT TO SCALE 1/47 FlLL "TR SEALANT N0. 4 K 30' TIE BARS SAW JOINT O 30' CENTERS r LONGITUDINAL JOINT NOT TO SCALE GROUN UNDISTURBED EARTH SAND BACK 4' TO ADJUST UITABLE BACKFILL COMPACTED TO WIMUM 901 OF MAXIMUM DRY DENSITY NDER TURF AREAS AND 951 UNDER AVEMENT SPRING UNE OF PIPE NOTE SAND BEDDING AND HAUNCH AREA SHALL BE CONSIDERED SUB9DIARY TO PIPE STRUCTURAL BACKFILL REDO REMENTS FOR HDPE AND PVC PIPE SHALL BE CONSIDERED TRENCH BACKFILL SUBSIDIARY TO THE PIPE NOT TO SCALE �ry Ax INTEGRAL CURB NOT TO SCALE ml N GGGO D Z J_ U) Ul 0 Q W UU W > O 0-1 Q FW Q- 0 a wz w F LU> GO 9 za m 0 w GO Z 0 0 Z GO arra y: e.n.aw 'se aw�M aaxM xs wma�a: om�zn hVVEMBEfl iB.M1B SHEET 12 of 12 ZW S F- Ou o N �e J a w 0 o m m o mea r�A L v -• •` � i FFF U N N O 1 - 0 F _ N N r r O ' w 0 0 p2 N 3 Z 4 a IT 0 > yI 1+ N � fn OZ N W ON ~0O w o 1 a s 0 0 7 0 m J W z i m m m m m m rn m m W Fa- W Q Q Z d m m W Z O O Z F - Q_ rn m I m m �o N I O v Iy n } v Q � o m _ 1} 0 i 1 N N O CD 1 - C) LO O O rn m m m �o I N Iy } v Q 0 i 1 N 1 - LO O "o IL N O C? rn m m m �o I Iy } Q NMI z O � N Z Q m n U + j Z W N W N w W ~ Q 10 1 N d w + S w0 ¢ w Hz_ Y > > w¢ ¢ 0w m z O 0 z F M^m: .mow p Vpy; lS0 VpC q. OVEM BE SHEET X2 M I Iy } NMI z O � N Z Q m n U + j Z W N W N w W ~ Q 10 1 N d w + S w0 ¢ w Hz_ Y > > w¢ ¢ 0w m z O 0 z F M^m: .mow p Vpy; lS0 VpC q. OVEM BE SHEET X2 E � � o O � L O N Lo N F MEN o - j N I 4�m Lo} E O � L & F MEN Q OV N o N W m m m m m o � ro Y,EEP 6y� O 3"by� C } V 0 - W a o w rc I w6 p I 0 N e,� Z O � Z O > m F- �r �w ppi, m W NN wo W w ~ > O ¢O U ~ a W d w J H !Hz QQ ~N >> Q W W z m a of a K m w m Z O Z F Q_ ry M: wW gpawE tr/: 159 �a Paav aaia.w SHEET X3 0 N Z O z n Z ❑ (n U+ jZ Nr �w �2 W U co ~ O of U� W o w <� wZ Y w F w < Q CN (a m w m Z O Z AST F N Q m M: m.MmM evw�M: oupcq pTM nue ro: NW EMBER I6. RIIIB SHEET X4 ~ m m2 �t O o 0 N Z O z n Z ❑ (n U+ jZ Nr �w �2 W U co ~ O of U� W o w <� wZ Y w F w < Q CN (a m w m Z O Z AST F N Q m M: m.MmM evw�M: oupcq pTM nue ro: NW EMBER I6. RIIIB SHEET X4 ro 0 z O z z > O N + W n W W KO O� O a W N W W z_ W ¢ > 5Q L z d m � � W m Z O ED z H NOVEMBER 16 2018 Q_ bam b/: nsi mxwee W appwM M: JSB anIX M pqW ro.: b13]9 SHEET X5 ml m m m m rnl m) m rn Si m m m m m m O F I I � I I I I w I I I I� f N CD C) Of O __ o II_. J R7 I I ui } } o } r I r I O O I I I I o I I c I I I I o O i I I h I I I o to 1 I f I I I I I O I I Y I I I I I I I I I 1 0 W r W j Z W N W O 0 �0 O F N d ZN wg Z 5+ WZ as W> Oy za m U W > m Z o z awaeq' JSB a pmeJq: ouacM pgxJnw �rero.: NOVEMBER IB.AIB SHEET X6 0 �e a+ o� 6P U3 2 0 CW y6y26 U�U O yQ1 ZWy �1�5/i 2d 2FF W N Z O N =o > + ❑ J y j Z N W N > F- O > a a i N W 2 S � Lu iN za m w W m Z O f— mm q: ASi Eafaa M. JSB gvort]q: JSB WCCM d �NOVEMBE0.16 SHEET X8 E ® s Zw & f o O V N O I I V1 8$ i m m,� —.m m I m mm ml w I m mmmm �Q w� O IT LO o T - I I r I � _. i � Tr I I II I r♦ r N 0 rlI + - .. I o + _.o + - o + I -_- o + I r I r r r I r I I I I I I I W o ]"' I I I I I I I I f l I I I I I m wz I I I I I I I I I I o I I r ZO i 1 F p > mi Wllm W �n �j Z m m m m m m m m m m m m m m m rn. m m m rn [n Q w W O H F > O FOCL O F- to d �O Q > Z (Y/J O, Z m m U ~ W O} > F m Z <� > 0 n K 2i CD O; Z AST I VO F 6 nE zrcw Q Vp 9 tlwla]trl O UPy gpmiq y; 0p �. UNOCW ce _ O �ZN LLZ 2FF SHEET X9 �m E N y Z W tl F Q `s O U Om m m m I I I - I I I I I I I I I I I I I I I I I I I rose W I I I I I I I I o + o t o t I o t _. I. _ o + II CD co (0 II m I LO I I I I I I w Z O N o I - _ ¢ I r m p N ODZ > L U + m W W o m m m o m u o m m m o m m m o m rn m N I- m m mi m m) m a m m m m m col m m� m m ml m O N F- O m K C) d W p W 2 2 5� WZ $ �¢ >> ON zaa 0 m 0 W > m Z O (j Z Q w PST Me4.M B,- lBB M m 4IWCh p4adrv.: 61 R39 SHEET X10 I N o m� I rn' m m m II c} I A I — N E N y Z W tl F Q `s O U Om m m m I I I - I I I I I I I I I I I I I I I I I I I rose W I I I I I I I I o + o t o t I o t _. I. _ o + II CD co (0 II m I LO I I I I I I w Z O N o I - _ ¢ I r m p N ODZ > L U + m W W o m m m o m u o m m m o m m m o m rn m N I- m m mi m m) m a m m m m m col m m� m m ml m O N F- O m K C) d W p W 2 2 5� WZ $ �¢ >> ON zaa 0 m 0 W > m Z O (j Z Q w PST Me4.M B,- lBB M m 4IWCh p4adrv.: 61 R39 SHEET X10 I N I O O II c} o I I I (\ � I L- I I I II I o I i I � I I I I I o o II v � ! I I r I I o I I I 9 I r Ico o mi m m O m m m 92 6 -56 [mYj -06 a� 0 6 U j� _< y�Wy �W 3s �a>H O E N y Z W tl F Q `s O U Om m m m I I I - I I I I I I I I I I I I I I I I I I I rose W I I I I I I I I o + o t o t I o t _. I. _ o + II CD co (0 II m I LO I I I I I I w Z O N o I - _ ¢ I r m p N ODZ > L U + m W W o m m m o m u o m m m o m m m o m rn m N I- m m mi m m) m a m m m m m col m m� m m ml m O N F- O m K C) d W p W 2 2 5� WZ $ �¢ >> ON zaa 0 m 0 W > m Z O (j Z Q w PST Me4.M B,- lBB M m 4IWCh p4adrv.: 61 R39 SHEET X10 E zw Q O u O N 8� J a w O of m a m o. o m o m m m m mm m _ga I I i I I nau I I I I I I 1 I 1 rl I 1 N m I O_ o N O N K2 I N 6 j � m I N a I I o N K2 N 6 j � m N I � Z j O Z > mZ Wn r m� �w wn w 5: W� m 0 a 0v~ Za m Uw m Z > O N7 esm q: eenxa M. ua eoparcE M: aNcc W: ate ggaq no.: of bli39 baM9 v'. NW EMBER 18. IDi6 SHEET X11 )R EROSION CONTROL ONLY IERLOT GRADING IS NOT \RT OF THIS CONTRACT a 1 0' 25®0. SCALE IN FEET LEGEND: -- In - EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR —1860.00— PROPOSED MAJOR CONTOUR —1860.50— PROPOSED MINOR CONTOUR —^--), DRAINAGE EROSION CONTROL NOTES 1. THE CONTRACTOR IS REQUIRED TO CONTACT THE CITY OF HASTINGS ENGINEERING DEPARTMENT TO COMPLETE AND SUBMIT THE CITY SWPPP FORM. THE CONTRACTOR SHALL COMPLETE THE NDEQ REQUIREMENTS FOR FILING THE SWPPP. THE CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION OF THE SWPPP. 2 ALL SEDIMENT AND EROSION CONTROL PRACTICES W a BE INSPECTED AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND AFTER ANY STORM EVENT EQUAL TO OR GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-110UR PERIOD BY RESPONSIBLE PERSONNEL ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTVENESS OF THE BEST MANAGEMENT PRACTCES SHALL BE MADE IMMEDIATELY BY THE CONTRACTOR. 3. FOLLOWING SOIL DISTURBANCE PERMANENT OR TEMPORARY STABILIZATON SHALL BE COMPLETED WITHIN FOURTEEN (14) CALENDAR DAYS TO THE SURFACE OF ALL PERIMETER CONTROLS, TOPSOIL STOCKPILES AND ANY OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WHICH ARE NOT BEING USED FOR MATERIAL STORAGE OR ON WHICH ACTUAL EARTH MOVING ACTIVITIES ARE NOT BEING PERFORMED. 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS FOR ADDITIONAL INSTALLATION DETAILS SEE NOOR STANDARD PLAN 502–R2 S. ALL TEMPORARY EROSION CGNTRCL PRODUCTS SHALL BE SELECTED FROM THE NDOR APPROVED PRODUCTS UST. 6. TRACKING PREVENTON MEASURES ARE REQUIRED AT THE CONSTRUCTION ENTRANCE PRIOR TO BEGINNING ON–SITE WORK AND SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR SHALL CLEAN PUSUC ROADWAYS IF SOIL IS TRACKED FROM JOBSITE. 7. BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 8. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TOO SEE THAT A STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED, MULCHED, WATERED AND RE–SEEDED AS NEEDED. SEEDING SHALL BE MOOT TYPE B SEED UNLESS DIRECTED OTHERWISE BY THE ENGINEER. COMPOSITION AND PLACEMENT OF ALL MATERIALS SHALL COMPLY WITH 2017 NDOT STANDARDS. 9. ADDITIONAL EROSION CONTROL MEASURES MAY BE NEEDED TO ACCOMMODATE CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL SEDIMENT CONTROL STRUCTURES AFTER STABIUZATION IS ACHIEVED. m O N Z O J 5 'o m J a J N of V! 1– W F O I 0 O U-1 Z O ZW O O 0 Ww LU W Z W Go Z O CSI a"^M- mewaM: aewaaaep'. oux M wqe ^e: �u re SHEET 1 of 2 PLAN VIEW STAPLING DIAGRAM EROSION CONTROL MAT NOT TO SCALE STEEL SNWED "Y' LINE POSTS 6'-0" MAX. SPACING 3a' ICH AND COMPACT BACKFILL TRENCH DETAIL "A" FABRIC S"a 1" WIRE PIN PLACED AT V ON CENTER SILT FENCE DETAILS NOT TO SCALE g< SILT FENCE NOTES 1. SILT FENCE MAY ALSO BE INSTALLED 1WTH A SILT FENCE PLOW. NO PINNING IS REWIRED MEN THE SILT FENCE PLOW IS USED. 2. FOR EACH STEEL STIIODED 'Y UNE POST. 3 PLASTIC CABLE TIES ARE REWIRED. 3. SILT FENCE SHALL BE ON NDOR APPROM PRODUCTS UST FOR HIGH POROSITY. TYPICAL INSTALLATION AT PIPE CULVERT EROSION CONTROL MAT NOT TO SCALE 2 —Y CLEAN GEOTEXTILE 0 ml N O W m Z O Lm9 Z H O Q a Ey,Al m w by, wreaw aux by, waw w -. re .WYEMBER ISI. AIB SHEET 2 of 2