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PZ Agenda Packet - Part 3; 7-13-15
WILDFLOWER AT LAKE ELMO FINAL GRADING, DRAINAGE & EROSION CONTROL PLAN PROPOSF.0 SETBACKS PER DESIGN FORUM RIDff_ �LgTS FROM SIDE H NOVAE -15' JS r ALOE CARACE-10 SIDE STREET -25' li REAR -V0.) x0 DI VEGEILIM) RQV SLE ROS! 0.NG $!.CPE EROSIIXx(75' WNINNN) I CONSERVANCY LOTS r 25 SIDE NO, CARkG-I5' SIDE GARAGE-iq' I I SDE $MEET -25' REAR_YMIABLE TO MAINTIAN VEGETATION ANC SLOPE OStON(25' MIHMIDW) mu I PRNME LOTS `RC 25' 51DE HOUSE 10' 5DE CNiAOE-5' SIDE STREET 15' REAR -DO' O R3 ARD LOTS FRONT 20 SIDE HWSF tO• DR Ts' SIDE GASxeLOE 5'�OR T.S� SIDE SIR€ET 1S SIDE ALTEY-TD' HEAD 22' �L. t --n Fa s LIX Dia IFniu�¢g rn0vi. rsu1C DE •ARDS DwM M --n—MD — — — — -� uwogcnP[ bivDxB IN ScxRAIX uI[As a S1IRSLLLE aDw am cci.n�r s xMr sous) x'-rr uxc � s r.IYDDw uw ue aux an xFnnrLFs [usRuvFnm) z-0` NAx - - - - T, c+nnu>E*m erns .moi s [+ . x s+masl r -D- v.,L P�vns �y_o< RAc a r -a' .®c maxr P� II z Poo owrw.M�., .0 say s -r x ' +ror .xaam m xwsc. fr..� Pr. s�.l r -r .+x mL w. G L4R rpus (w'-aY xTY-rgvrt A RLAM w-•Ll.a.m. '-C Nsme }xalr PL � +sslwwr�£rm+ WE P.— Eews .An rein m��+'o � �x•.D�P+s I H. D[a[ • PESOS- 1 w. K -Cf M40E Na[d Pi li I, OE61 . P.IIOS-40E 19 s am a Pana�uM m 5-0- Mon[ M1aali Pi .or m L � tY-u� Pan t+.i� vorn rw. Face k 11SS115. u®r�ei Oa9h1.AK ! iFwiVREe l0[ARON M SxE T9 BE [ptDOIEM P11H M OF PmvarF Pans, Oeca A G®FMS Ne[l5. OLD OT 01 W tWt A HCI OWNERS ASSOC, 01 a LAKE ELMO OIITLOT C LAKE ELMO O(IttOT O HOE OWNERS ASSOC. COILOT E HOME OWNERS ASSOC. OUTLOT F HOE OWNERS ASSOC. OUILOT 0 HOE MERS ASSOG OUTLOT H HOE OWNERS ASSOC. OUTLOT I HOE OWNERS ASSOC. OULLOT J LAKE ELMO IXPTTOT K LAKE ELMO OUTLET t HOE CWHERS ASSOC, OHTLOT M HOE CWHERS ASSCC. CHTLOT N nV.,e APER OUTLOT 0 HOMEOWNERS As r WTLOT P HOE OWNERS ASWC- PREPARED RYPTGNEER FNGINFERINO,P A _ JOHN M. MOLINARO REGISTERED PROFESS30NALCIVLL ENGINEER 45831 REG. NO- PF.TF.R 1. HAWRiN.SON REGISTEREU PROFESSIONAL LAND SURVEYOR 42299 REO NO, DEVELOPER ROBERT ENGSTROM COMPANIES 4801 WEST SIST STREET, SUITE ICI MINNEAPOLIS, MINNT5OTA 55437 1111 CONTACT ROBERT ENGSTROM ROBERTEE NGRSTROM@ G M AIL.COM 19521&93-1001 LANDOWNER LADE ELMO, MINNESOTA --------- - I I I i I III � it 1 4. Y l I , � I ` +` f ROBERT ENGSTROM COMPANIES i 4SOI WEST 8I ST STREET, SUITE 101 ' MINNEAPOLIS, MINNESOTA 554;7 -ill l , ROBERTEEN6 RSTR0M@6NIAIL.CONT (952) 803.1001 I PROPOSED DEVELOPMENT PHASING MASS GRADING TO BE PERFORMED IN ONE PHASE. UTILITY AND STREET CONSTRUCTION TO BE PERFORMED li IN THREE PHASES I I �L--.----------- ------------------------- P19NEER neing--------------------------------------1 2422 Ernrq— Drive16511681.1914 Merr3DTA Neo Ms, R1N 55120 I= 681-9488 € svlvw.pin.—Ing, nom n 2511 P., F.— PA I. I I, ------------ I` ----------- i 1 I ' i LOCATION MAP p IUD 200 Epp GRAPHIC SCALE IN FEET j SHEET INDEX LID -f G-1. COVER SHEET G-2. LEGENDS G-3. FINAL GRADING PLAN OVERALL G-4-11. FINAL GRADING PLAN _y G-12-13, EROSION CONTROL PLAN G-14-15. SEEDING PLAN G-16-18. GRADING DETAILS i . E-1. PHASING/BUFFER EXHIBIT E-2. INTERIM RETAINING WALL GRADING E-3. LIFT STATION EXHIBIT P-1-4. STREET PROFILES T1. SOUTH ENRANCE TREE INVENTORY T2. TREE PROTECTION PLAN T3. TREE PROTECTION PLAN D1 ENG.IIAD1&SIR]:T. C, LI-CNR LEGEND E5CATCH BASN 0 CATCH BASIN BEEHIVE EXISTING PROPOSED FUTURE t1scsiPjou ' • a• SANITARY MANHOLE CL WATER WELL SANITARY SEWER (SANITARY & WATERMAIN PLANS) a FN iN PM FM- SANITARY SEWER (STORM SEWER PLANS) -- FORCE MAIN HYDRANT C SANITARY OR STORM MANHOLE D4 H T GATE VALVE — r P REDUCER W '1P ■ CURB STOP ---- -- - -- NATURAL GAS METER WATERMAIN (SANITARY & WATERMAIN PLANS) —•-I h —I I L WATERMAIN (STORM SEWER PLANS) -I [[ CABLE BOX ® CATCH BA51N FM 0 i• BEEHIVE ® • 9 STORM MANHOLE 0> ® FLARED END SECTION s • • CONTROL STRUCTURE F SIGN O STORM SEWER (SANITARY & WATERMAIN PLANS) T CONSERVATION POST INVERT STORM SEWER (STORM SEWER PLANS) - - - - -- II—))--- 4 0 CULVERT ---------------------- ^PFRF PERF— —PERI PERI`— PERFORATED DRAINTILE ---------------------- ----DT 0T— —DT TIT— SOLID DRAINITILE SERVICE - - - / - _ CATCH BASIN INLET PROTECTION CASING UOUO PETROLEUM STRAW BIO ROLLS UNDERGROUND ELECTRIC LINE rc Io —ra r ---rc rc— UNDERGROUND FIBER OPTIC LINE ENERGY DISSIPATER POINT OF CURVATURE —9-9— UNDERGROUND GAS PIPELINE DISCHARGE LOCATION aoavvvvvv oc00002aE 000avvvvv GRAVEL CONSTRUCTION ENTRANCE UNDERGROUND PETROLEUM PIPELINE I t T t — L t— UNDERGROUND TELEPHONE LINES —t,—t,— CURB LEGEND cn on UNDERGROUND TELEVISION UNE OVERHEAD UTILITY LINES 9-9— —oh oh---- SITE LINES = TOP OF CURB ELEVATION 4+ FOR SURMOUNTABLE CURB EXISTING PROPOSED FUTURE DESCRIPTION n+Host FOR 8618 CURB 08.32 T.O. SURMOUNTABLE CURB & GUTTER +e5 57 FOR RB OUT (TIO OUT 07.82 t46 57 B -STYLE CURB & GUTTER �9 RIGHT OFF WAY _ _. ._. ,...... ,..,.., RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) ---" STA STATION STRM STORM SEWER >r STORM WATER POLLUTION PROTECTION PLAN PHASE UNE TNH - - CENTERLINE TYPICAL WM 2` CONTOUR LINE WO WALKOUT TO' CONTOUR UNE ---------------------- c°""'uezc DRAINAG'= & uITU TY POND OUTLET UNE enP;f SEC NDi T.^. SLAfr 280 -1 EAS'MENT �r POND HIGH WATER UNE FINrSHE 6 CROW h' R%3 HLCCK PROPOSED SPOT ELEVATION .0, +► ♦ LOWEST FLOCK EMERGENCY OVERFLOW � 7-�+-LOT NO ELEVATION DRAINAGE FLOW ARROW ---------- - — — - - — — - DELINEATED / PROPOSED WETLAND LINE eUFFER BUFFER BUFI'Ea WETLAND BUFFER - LD. RAMBLER LOOKOUT OR SPLIT (IF REOUIRED) '"'- TREE LINE FEMA FEMA FEMA FEMA FLOODPLAIN BOUNDARY ---------------------- 3 STEP SLO -SIDE LOOKOUT RETAINING WALL — k x— x X — x X -- FENCE (BARBED WIRE) X' -DEPTH TO LOWEST OPENING GARAG„ 5 D FENCE (CHAIN UNK) I} []^ — ❑ 1)— — [] [I-= --- FENCE (WOOD) T CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE STREET T + - LIGHT POLE STREET SIGNS ('T / LIRYEY LINES PEDESTRIAN RAMP EXISTING PROPOSED FARE DESCRIPTION BOUNDARY RIGHT OF WAY - LOT UNE -------- ----------- ----------- EASEMENT ---------------------- ---------------------- ------------------- SET BACK UNE SECTION LINE RESTRICTED ACCESS HATCH PATTERNS GRAVEL SURFACE D WETLAND Q 7 17 17 0 WETLAND UPLAND BUFFER V��J BITUMINOUS SURFACE 17 Voo ®vv CONCRETE SURFACE WETLAND MITIGATION RPP RAP D PERMANENT TURF RESTORATION SELECT BACKFILL MATERIAL 1I I PERMANENT WET BASIN SEEDING EROSION CONTROL BLANKET . l.p I .1. I .I.'1 ,I. UPLAND/NATURAL AREA SEEDING MNDOT CATEGORY PER PLAN PIONEERneering I- uxvnwNxats _6tlnTtY_ wlY.wx-N[a__ 2422 Emerprsx Drive 165 1) 6$I-1914 Mendota Heights. NIN 95120 Fax' 681-4488 S www.ptoneereng.com 4)2UTSPxxsrr Ini'm p PIA. TOPOGRAPHIC SYMBOLS E5CATCH BASN 0 CATCH BASIN BEEHIVE 8 FLARED END SECTION F4 GATE VALVE `CP HYDRANT BEST MANAGEMENT PRACTICE WATER SERVICE CL WATER WELL MONITORING WELL a CLEANOUT C HAND HOLE Q MANHOLE OTHER THAW SANITARY OR STORM C SANITARY OR STORM MANHOLE lz LAWN SPRINKLER VALVE T LAWN SPRINKLER HEAD — UTILITY POLE El TRANSFORMER BOX BB FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER LIGHT POLE EXISTING SEMAPHORE L TELEPHONE BOX 91 CABLE BOX d CAST IRON MONUMENT FM FOUNC IRON PIPE i• UCICIAL LAND MARK ® PK NAR. N CONTROL POINT SPIKE t; FLAG POLE e TEST HOLE [?] MAILBOX F SIGN O BOLLARD T CONSERVATION POST INVERT DECIDUOUS TREE K CONIFEROUS TREE 0 SHRUB / BUSH EROSION & SEDIMENT CONTROL • + • • • • • • + • + • • + • • • STANDARD EROSION CONTROL LOWEST FLOOR SECONDARY EROSION CONTROL FENCE, IP 4K 0 A =V 93 [• T- EROSION CONTROL AT BACK OF CURB.. TREE FENCE f } , � CATCH BASIN INLET PROTECTION LP UOUO PETROLEUM STRAW BIO ROLLS LOW POINT ROCK BERM --» SUMPED RIP RAP PERMANENT ENERGY DISSIPATER POINT OF CURVATURE PCC DISCHARGE LOCATION aoavvvvvv oc00002aE 000avvvvv GRAVEL CONSTRUCTION ENTRANCE a— TEMPORARY OUTLET FLOATING SKIMMER R BASIN ACCESS 9% SLCPE MAX. STEEP SLOPE AREA CURB LEGEND = TOP OF CURB ELEVATION <+as.s7 FOR SURMOUNTABLE CURB 0WT.O. = TOP OF CURB ELEVATION 4+ FOR SURMOUNTABLE CURB POLYVINYL CHLORIDE PIPE (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION n+Host FOR 8618 CURB 08.32 T.O. - TOP OF CURB ELEVATION +e5 57 FOR RB OUT (TIO OUT 07.82 t46 57 - BITUMINOUS ELEVATION �9 RIGHT OFF WAY Irl-tSln-I1WVt.sy(�,-r.�.ri2Ap{fr3i ABBREVIATIONS A ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BMP BEST MANAGEMENT PRACTICE CL CENTER UNE CB CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CCRRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DT DRAINTILE EL/ELEV ELEVATION EX EXISTING FES FLARED END SECTION F -F FACE TO FACE FM FORCEMAIN GB GRADE BREAK GND GROUND GV GATE VALVE HP HIGH POINT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP UOUO PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC COMPOUND CURVE P1 POINT OF INTERSECTION R PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE R/W RIGHT OFF WAY SSWR SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION DRAINAG'= & uITU TY 29.E enP;f SEC NDi T.^. SLAfr 280 -1 EAS'MENT �r FINrSHE 6 CROW h' 1IIIc VVVV HLCCK Lr-EVATION N0. LOWEST FLOCK � 7-�+-LOT NO ELEVATION LOWEST OPENING f HOUSE TYPES ELEVATION 31.5 R - RAMBLER OR SPLIT ENTRY NUMBER OF STEvS - LD. 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I .5 I I 36.5 I 37,3 i 1 37.2 I 38-d 13 44 -ti 3stoo 3x.00 X35.50 m V. 930 nr P. -I. _ - l 36.87 36.07 0 0 35-6 e ' SIM; 934.63 12"RCP % :i.5.5 SEE -SHEET 8 T 51.7 I i? z 54 7 LO H1H TEP, I 37:7. _ 1 1EET 17 :CTION p I 0 m m w i -F 1•pZSi -�- 1 I{ t 14D.6 I LF=32 fi I 39.7 I I LF=31.7 I 39.a ;1 I LO=39.7 I R I I R I I Rei s I 38.5 -STE I I -ITE l 39 I -ITE I G 39.9 -- ♦• G- 36-3 U E -OH f L0=39.2 I I L0=35,9 r w„ *G I I 3B.OkJ}.G I I G 7.3 1 1 G *37.2 1 I j V LO r R;j R !I I I I I II 37.0 LO=37.0 L0=37,3 IgAl Lo -37.2 I 10.0 F=30.0 m F- 9 3 1 I LF=29 2 I. I .5 I I 36.5 I 37,3 i 1 37.2 I 38-d 13 44 -ti 3stoo 3x.00 X35.50 m V. 930 nr P. -I. _ - l 36.87 36.07 0 0 35-6 e ' SIM; 934.63 12"RCP % :i.5.5 SEE -SHEET 8 T 51.7 I i? z 54 7 LO H1H TEP, I 37:7. _ 1 1EET 17 :CTION p I 0 m { 37 -CH- i �w j 1•pZSi -�- - RIM.937,74-' 'NV 927.3 1I- W rp $- ~ 1 1 1 a,: � �Wo# ;1 I EROSION AND SEDIMENT CONTROL NOTES: 0 � a Ic;,w ?0 I [ON N I 39.5 I 3&6 I I 38.5 39.2 3B.9 3! 1 H. ' o oo LF=31.5 I LG=39.5 I LF=3F.1 I LC=39.1 11 LF -32 LO- 39 f L0=39.2 I I L0=35,9 r w„ Ji R6$1��g.IYI.IS{ R wt 7 j I r417D� 4� 3B.B G' I 133 11 IL b I 40_0 G II I I I G 38.2 �S G 3B 2, <u+l31se I 1cx , Q 'GRANTED. *G I I 3B.OkJ}.G I I G 7.3 1 1 G *37.2 1 I j V LO r R;j R !I I I I I II 37.0 LO=37.0 L0=37,3 IgAl Lo -37.2 I 10.0 F=30.0 m F- 9 3 1 I LF=29 2 I. I .5 I I 36.5 I 37,3 i 1 37.2 I 38-d 13 44 -ti 3stoo 3x.00 X35.50 m V. 930 nr P. -I. _ - l 36.87 36.07 0 0 35-6 e ' SIM; 934.63 12"RCP % :i.5.5 SEE -SHEET 8 T 51.7 I i? z 54 7 LO H1H TEP, I 37:7. _ 1 1EET 17 :CTION p I 0 m . - GRADE TO DRAIN '", 7 i Obi W 1•pZSi -�- - RIM.937,74-' 'NV 927.3 1I- W rp $- ~ 1 1 1 a,: � �Wo# ;1 I EROSION AND SEDIMENT CONTROL NOTES: 0 � a Ic;,w ?0 I [ON N I 39.5 I 3&6 I I 38.5 39.2 3B.9 3! 1 H. ' o oo LF=31.5 I LG=39.5 I LF=3F.1 I LC=39.1 11 LF -32 LO- 39 f L0=39.2 I I L0=35,9 cn'a.�;+vxetxs Iwxnrtwxe€•3i5 ur[are Em.rp-Drir R n4 $9 142422 Ji R6$1��g.IYI.IS{ R wt P I LO I G 40.1 I r. I r417D� 4� 3B.B G' I R I 1 G 34.5 11 11 IL b I 40_0 G II I I I G 38.2 �S G 3B 2, <u+l31se m reap H -J 'GRANTED. 1 L� 0 m . - GRADE TO DRAIN '", 932'94 i Obi W 1•pZSi w u - l �aV r ®iH - RIM.937,74-' 'NV 927.3 -927-6t) rp $- ~ 1 1 1 a,: � �Wo# ;1 EROSION AND SEDIMENT CONTROL NOTES: 0 Cs Isis 1 1 AND EROSION CONTROL, DETAILS 600A, 6OD6, AND 600C. 0 3! ---- SITE 2 RESTORATION, DETAIL GODD. SEE SHE G-1 cn'a.�;+vxetxs Iwxnrtwxe€•3i5 ur[are Em.rp-Drir R n4 $9 142422 Ji R6$1��g.IYI.IS{ r n0 W r'6 wt OSI r _ g JN,s, M. Mol varo 2r14]HISf 3 r,ten.lst I m 0 v1 Wm o G5 , �- <u+l31se m reap N 'GRANTED. FIRST AND LOWEST FLOOR ov tt t ow m l I W I 93B PI I I I, mm O N - ELEVATIONS, WELL LOCAT , AND SEPTIC F1 . .4 I oUTLOT 3644 --_ '•�-INV 988.19 F iV.L--�--r . igJT-WMN-170 FIJT-CUMH-71:. 935.3 �,' yl I - : I �v RIM -935.42 RJV 1771 INV: 427.95 iWi t^ Yli Irl z .wao A JI yl Fri0 iera - FOR SECTION DETAtt _ ., FUT 1500 is INV. 925.00 r-- -- llT-FES-t 0 - Rr- 4.r� RI a y - �� LIN- ACCESS PATH.'- W -711 Al I - Nr i� 7 X26.00 37.5*G G*37.5 f 37€5 I U uw 1i2Ci 1 z; N y 37.5G I R I I R I lR,'.' I SEE INFILTRATION •yj, >-- r II LO=37.5 I -29.5 1 I L0=•37.5 I LF= 9.5 - LO -37 5 L r29 I p II w Il n 367G -'`� � I 37.5 I 37.5 G375 n .{ 21 37, k I BASIN NOTE FUT-CSNN-1201 I S-°10 I INF BASIN 1601 ,i - RIM 32 8 , - �P2 RCPg0.75X 3411 3447 3367 -� - 8 boo 0.60R 33.67 _ �., F T- x 5.5u c . - GRADE TO DRAIN '", 932'94 INv 927vaH2ee. 14t -SEE SHEET G-17 - INv. Rz7 $I NV - FOR SECTION OETAIL 1 fl -927-6t) MAINTAfN ACCESS TO EXISTING HOME ;1 EROSION AND SEDIMENT CONTROL NOTES: 0 1. SEE LAKE ELMO STANDARD PLAN NOTES FOR GRADING 1 1 AND EROSION CONTROL, DETAILS 600A, 6OD6, AND 600C. 0 SEE SITE 2 RESTORATION, DETAIL GODD. SEE SHE G-1 cn'a.�;+vxetxs Iwxnrtwxe€•3i5 ur[are Em.rp-Drir R n4 $9 142422 ISHEET nilGY-1h3a1. 1kus Plm vas prs•Feretl hY Nm R6$1��g.IYI.IS{ Mndala {insV _ g JN,s, M. Mol varo 2r14]HISf 3 r,ten.lst www.pFwanxr�6reBn1g-9.e4oAm8 zany nlli- uuterih lnwrsof sheBurrMmR, xu 4%1111 <u+l31se Q2015Pmncr-rt4h .g.PA \ I1 .O=3@.9 t2gRC R '-STE I h INFILTRATION NOTE: PROPOSED INFILTRATION AREAS SHALL BE STAKED OFF AND MARKED DURING CONSTRUCTION TO T DO NOT DISTURB_,PREVENT HEAVY EQUIPMENT TRAFFIC, SEDIMENT AND RlINGFF SHALL BE KEPT AWAY FROM THE EXISTING SEPTI SYSTEM, FACILITY USING DIVERSION BERMS AND VEGETAITON. DO NOT EXCAVATE TO FINAL GRADE UNTIL THE T D CONTRACTOR TO FIE LOCATE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. FINAL PHASE OF iiiiii EXCAVATION SHALL REMOVE ALL ACCUMULATED SEDIMENT AND BE DONE BY LIGHT TRACKED EQUIPMENT TO AVOID COMPACTION TO BASIN FLOOR. TO PROVIDE A WELL-AERATED, HIGHLY POROUS - SURFACE, THE SOILS OF THE 3AStN SHALL BE LOOSENED TO A DEPTH OF AT LEAST 24" TO A s MAXIMUM COMPACTION OF 85% STANDARD PROCTOR DENSITY PRIOR TO PLANTING. KF -295 x 5.5u c • GRADE TOYDR SEE S86 7 G- FOR SEPCN -927-6t) I z 0 rn { 1 1 r 0 '31.2 \ I1 .O=3@.9 t2gRC R '-STE I h INFILTRATION NOTE: PROPOSED INFILTRATION AREAS SHALL BE STAKED OFF AND MARKED DURING CONSTRUCTION TO T DO NOT DISTURB_,PREVENT HEAVY EQUIPMENT TRAFFIC, SEDIMENT AND RlINGFF SHALL BE KEPT AWAY FROM THE EXISTING SEPTI SYSTEM, FACILITY USING DIVERSION BERMS AND VEGETAITON. DO NOT EXCAVATE TO FINAL GRADE UNTIL THE T D CONTRACTOR TO FIE LOCATE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. FINAL PHASE OF iiiiii EXCAVATION SHALL REMOVE ALL ACCUMULATED SEDIMENT AND BE DONE BY LIGHT TRACKED EQUIPMENT TO AVOID COMPACTION TO BASIN FLOOR. TO PROVIDE A WELL-AERATED, HIGHLY POROUS - SURFACE, THE SOILS OF THE 3AStN SHALL BE LOOSENED TO A DEPTH OF AT LEAST 24" TO A s MAXIMUM COMPACTION OF 85% STANDARD PROCTOR DENSITY PRIOR TO PLANTING. KF -295 INV:926.74 15"RCPG' 4.53 F07 -C8-1221 -RIM s33.e3 INV:929.33 POND. 100 OUTLET 926.40 H WL=928.67 FUT-CE-1121 _Rv[ 933.65 INV:929 78 x16.00 IN FUT-CRMM-5101 RIM:933 44 INV: 926 13 24"RCPCOO 287 _t TLOT J INV 926.06 -75'R',M 507 -rpT-C9MH-1161 PONDING BASIN INV"32 3.29 INV'920.35 F FUT-FES-1050 RIM: 933.29I!d V. 92600 INV. 926. 6.00 CITY OF LAKE ELMO l! ✓ F it ! l / � -5.748 926.40 4 5 A / C EX EX. 24"RCP51.397 EX -FESR 1/,F75 Ep 1 YEAR HWL / IS11N 00 -YEAR HWL ✓ Y, !' X,, so KEY I01 $NG-11405$-SHEET-GRAD.T3WG F11T-FES-t401 INV: 9`5 HCl1SC' 1 -927-6t) � �ASSi1M Jrrx } eul rn { 1 1 r '31.2 • E,O.F. DUSEJ//// l k1577D3} 24^Rcpmi.osv. NOTE: FULL ACCESS TO EXISTING LOT AS NOT 'GRANTED. FIRST AND LOWEST FLOOR RtN 934.95 - ELEVATIONS, WELL LOCAT , AND SEPTIC F1 . 1 '•�-INV 988.19 WERE ASSUMED FROM AVAILABLE DATA. yl • , , RADE TO DRAIN .SFE -SHEET G-37 yl - FOR SECTION DETAtt _ ., FUT 1500 is INV. 925.00 r-- -- llT-FES-t 0 - Rr- - �� I ACCESS PATH.'- - -_ X26.00 1 INFILTRATION BASIN I SEE INFILTRATION •yj, t � BASIN NOTE FUT-CSNN-1201 I INF BASIN 1601 1 �\ ,i RIM933.53 I 1 BOTTQM=926.0 a INV: U26 15 HWL=927.85 \ •� . -24"Rcpao 30R I I FFS-JA7 1 INV:925,00- 1 x16.Ob 1 �� I BY5 FOOT BIT. TRAIL -UT-FES-I2QP RIBM;9979.16 NV 926.00 `� ` rNVa26.g0 -��X310 M~r �, .: la -ALL BI7. TRAILS HILL / ✓ BE MAINTAINED BY THE -�'-iT/ INV:926.74 15"RCPG' 4.53 F07 -C8-1221 -RIM s33.e3 INV:929.33 POND. 100 OUTLET 926.40 H WL=928.67 FUT-CE-1121 _Rv[ 933.65 INV:929 78 x16.00 IN FUT-CRMM-5101 RIM:933 44 INV: 926 13 24"RCPCOO 287 _t TLOT J INV 926.06 -75'R',M 507 -rpT-C9MH-1161 PONDING BASIN INV"32 3.29 INV'920.35 F FUT-FES-1050 RIM: 933.29I!d V. 92600 INV. 926. 6.00 CITY OF LAKE ELMO l! ✓ F it ! l / � -5.748 926.40 4 5 A / C EX EX. 24"RCP51.397 EX -FESR 1/,F75 Ep 1 YEAR HWL / IS11N 00 -YEAR HWL ✓ Y, !' X,, so KEY I01 $NG-11405$-SHEET-GRAD.T3WG z :G7 Q' jj @ �. 4 I i �z y 1 - l -f x ��I E n,�llol ot�rt I I n m ml" .3 I Il /�i �I a ©1 .�� '' n. ss J .7 1 J a _.. -rte r -- -- - Lim ..:In Z£-I� zot Lt T no��a 9L IVU m.l y ['47fi I I r r I 04 t-3- ca 4 - LD no oda II 'r14 fVNapo .� nN ❑ Yl i�3•) �r' I E ni tvt^l J � I }� nra 1 I ¢L'bf 11 11 n u min t'- w, / A p o n II It o I Y D O u i ! 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SEE LAKE ELMO STANDARD PLAN NOTES FOR SITE RESTORATION, DETAIL 600D. SEE SHEET G-14. 0 50 l00 200 GRAPHIC SCALE IN FEET 01-FNG•1,d059-$HEFT FAROS. 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DOUBLE SEED RATE FOR + # # + + MN STATE SEED MIX 25-141 DORMANT SEEDING AFTER NOVEMBER 1ST, • MULCH SHALL BE MNDOT TYPE 3 ® 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL., INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA + ++'' �.� _, -"r` „.„.'.*• PERMANENT WET BASIN RESOTRA71ON DISTURBED. + \^•� ��1"�.- ®"' •i .k. - �` MN STATE SEED MIX 33-265 & 35-241 TYPE 3ps FERTILIZER, 10-10-20 C 200 LBS. PER ACRE +++ PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING CF: MINNESOTA STATE SEED MIXTURE 25-141 AT 70 POUNDS PER ACRE. + a; - _ 1NFILTR.ATIQN AREA SEEDING M i - MULCH SHALL BE MNDOT TYPE 3 @ 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN + + +� ./ 4 �``•+. N STATE SEED MIX 33-261 + `' ♦ #'-+ + i . - �• p - PLACE OR APPROVED EQUAL,INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA + ++ + §. DISTURBED, ,x + { -r .a + a + + + a -- � TYPE 3 FERTILIZER, 22-5-10 60•dW_I.N O .350 LBS PER ACRE. + + + a + . + + + - + + PERMANENT WET BASIN SEEDING SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: i+ � MINNESCTA STATE SEED MIXTURE 33-261 AT 35 POUNDS PER ACRE TO BE PLANTED 10 FEET ON +. + EITHER SIDE OF THE NORMAL WATER LEVEL. MINNESCTA STATE SEED MIXTURE 35-241 AT 36.5 POUNDS PER ACRE TO BE PLANTED FROM THE + 33-261 TO THE HIGH WATER LEVEL + + + + + + MULCH SHALL BE MNDOT TYPE 3 0 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN +T++'i �: 4�'`F•" -.+ V V; `++ +ai. ♦+ ♦aii i+a+ ##a+++ / +#a#♦+a a�+++ t i 'I PLACE OR APPROVED EQUAL, +4++4+♦#a+++T ! ++++ +++++ + ++ + +-+..+ 4 'I • TYPE A FERTILIZER. 18-1-8 0 120 LBS PER ACRE OR 17-10-7 0 150 LBS PER ACRE ++A{#i+ii i i _�� <.� .. _(� Lam++�++++{<*+a+ ;✓'' w -.. +.+. 33 + +-.s a a i i + i a + i µ - - +l + + + + +w + + + +- +_ { + + w + + # 4 '"t/ i +'.':i 4 i + i + 4 ++ + + 4# ♦#i ++ '++#�+i+-+++ +++ ++i'ti++�i+ii' ++ ++++ i- diia +i+ i+- µi+ ++ +ii 4i . i + + Y �" +�+a'++T #+- a++;++� +++ + {+ 4 +i+ i+ i+ ii+ ++ +ai i+ ii+/♦+i ++ ++#' # i-+ +++ a a !!+� i +aa i♦+ i a\ + +rF r +'# a + at 4+ 4rr 4r 4 4 �+ #+ + +#+ + + #T #+ + + ++a + 44#+44+#�+++ ++ +♦+a♦444♦#i+4 a.++F## a + + �II . , - " # A + a # i # aa++a♦♦+###_+4 ♦+ 4f+'+ +*+! i+++}I 4+ 4+ +#a+ ++ .+++++ +++i ++++#+ ++ a++�+i.+ + + +++ +%4.+...+++++++ + + + ♦+, + � ++a+ +a w#+ _ #4+ 4+ i +'++ + +++{a++i+# t +4+ + + - + ++ + '{ + ++ + + +++ ++ + +'+ + ++ + +++ + i+' ♦ # T+4 ++++-+ ++++++ + ++ + i + + + a +# + 4 4 I 11I i++++ + +++.,+ ++ # + +++ ++ ++ ++ a i r + + + + i i + # } + + # + w v + + ♦-'+ 4 y t + i i + ++ a +' + + + + .+'r+ + ++ + + +' 1 _ ++4 + + + + # t i # t + r• # ` Y, _ — +++ +++++++ i + + -+ • i ++-..rl, + + + + # + a i +.+ + + # a - 4 + .T + +'4 + . +1+ i + + + + 1 ,1 + - - { + a i + i k + + a 4 + + 4 ++ 4 a _h ♦ 4 ♦ #++ + + 4 + + + a -T ' + T • { + +++ + I 1 ++ ++ T+++h #++ ++++a+r+ ++ +++ ++ + +t + +i +++ a i + i+ +# bG # # i a+ a# i + ++a i#• ++#f, + ♦d# .r♦+ + # +# ++ a_ '#- i4♦ hl] }V#t#i i' 4 r♦ . 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I j I / I f I ------------- --------------------------------- " i I I I - � I I I I I a [L FINISHED GROUND ELEVATION PER PLAN a F.VA INRIES 1.N. LOWEST OPENING' EGRESS PIT' 60' PAD GARAGE ELEVATION PER PLAN oz a o o]�,,TGPSOIL 4� � a J.- %\ -SI 6GRADE o � BASEMENT FLOOR `LOWEST FLOOR PER PLAN COURTYARD RAMBLER (TYPICAL SECTION NOT TO SCALE) 3 m m VARIES--VARIES- -FINISH ARIES VARIES -FINISH GRADE 4.0% GRADINO GRADE t SEE TYPICAL) STREET SECTION 2.5% FINISHED GROUND ELEVATION - PER PLAN F�"AlllI.5- -n 0% IN. LOWEST OPENING— EGRESS PIT 60' PAD GARAGE ELEVATION PER PLAN az 1+r q. oa TOPSOIL o SD N SUBGRADE in < d < BASEMENT FLOOR LOWEST FLOOR PER PLAN RAMBLER (TYPICAL, SECTION NOT TO SCALE) ua <¢ PAD N w g W PAD VARIES 10' 35 25' 15' VARIES VARIES VARIES VARIES 10' 35' FINISH GRADE QAF AGE ELEVATION PER PLAN FINISH GRADE FINISH GRADE GRACING GRADE GRACING CRADE LOWEST OPENING a TOPSOIL ............. 40% 2.5% LOWEST OPENING w o rn `vim -SUBGRADE GRADING GRADE I 20% w V IN. MIN BASEMENT FLOOR I SEE TYPICA4. 3�. �P. BASEMENT FLOOR FINISHED GROUND ELEVATION STREET SECTION FINISHED GROUND ELEVATION PER PLAN LOWEST FLOOR PER PLAN PER PLAN LOWEST FLOOR PER PLAN COURTYARD LOOKOUT (TYPICAL SECTION NOT TO SCALE) SITE REQUIREMENTS: ELEVATIONS:. -LOWEST FLOOR ELEVATION: LF=HWL+2.0' -LOWEST OPENING ELEVATION: LO=HWL+2.0' LO=EOF+2.C' DRAINTILE REQUIREMENTS: EXTERIOR PERIMETER FOOTING DRAINTILE REQUIRED ON LOTS MARKED W11H:* Y U Q V) NON -SELECT COMPACTED BACKFILL MATERIAL , UND{STURBEO SOIL Pl At NEERengineering i7Evh7x�WtT�.. uNnivWxFxs uNSaRtt.r:.ati tAxfis Nr. nz:O¢n"[s 2422 Enterprise Dave 1651 [ 681-1914 Mensa Heights, MIN 55120µ.,a, F X668 .W418 W, pin gcom (S72m5PonexrYnnwee.a.i ren Y d m � N FINISH GRADE �fGRADING GRADE \ I z I A.. HOLD DOWN E P TO SO L "'-SELECT BACKFILL SUBGRADE 4 II MATERIALr x Y I EXLSTiNG GROUND ;f SELECT BACKFILL li MATERIAL BOTTOM OF GF"� •BENCHING UNSUITABLE: MATERIAL NON -SELECT COMPACTED 4Q- ¢ BACKFILL MATERIAL UNDISTURBED SOIL }-M-�-N COURT YARD SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) 0 a tr 60' < PAD rd' 35' FINISH GRACE— MIN. 7 FINISHED GROUND ELEVATION PER PLAN U Q a r ANON -SELECT— 4 COMPACTED /// BACKFILL MATERIAL SOIL GARAGE ELEVATION PER PLAN a U m —15' VARIES FINISH GRADE GRADE +I L I SEE TYPICAL STREET SECTION Y Z U d �a w� �LL 4 a 15'�i-, VARIES VARIES ..-FINES. IGRADF 1 N o TOPSOIL �,. : .,,... I 4.0," - ~. SUBGRADEGRADING GRADE 0 7 5' t SEE TYPICAL - STREET SECTION LOOKOUT (TYPICAL SECTION NOT TO SCALE) Y U a � m 25' 15VARIES VARIES GAAGE ELEVATION PER PLAN FINISH GRADE 0 4.0% -� w SUBGRADE o ¢ GRACING GRADE J SEE TYPICAL) STREET SECTION LOWEST FLOOR/ T1T' LOWEST OPENING WALKOUTPER PLAN (TYPICAL SECTION NOT TO SCALE) Y 4 2.5% m � FINISH GRADE GRADING GRADE _ I HOLD DOWN TOPSOIL '`�- "�' `_ SELECT BACKFILL �� SUBGRADE 'r ` `�rjj�- MATERIAL— r //. •k -I o� EXISTING GROUND ca ' SELECT BACKFILL QQE AR �< h ,� MATERIAL BOTTOM OF BENCHING UNSUITABLE MATERIAL NON -SELECT COMPACTED BACKFILL MATERIAL UNDISTURBED SOIL SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) [fl I�'-'�[i-Il�i�r sl li-EY.f �I[AILIl7L _n � I "C > 0 r HIS�r".I Ln 1f m Fk C o f i UDL)TY Unu1v (,'Lm 3 BASIN CLAY LINER MATERIAL NOTE: 'IMPERVIOUS CLAY LINER' MATERIAL SHALL MEET THE FOLLOWING RLOUIREMENTS OR 'EQUAL 1. IN-PLACE PERMEABILITY:IXIC--6 CM/SEC OR LESS. 2. GRAIN SIZE: P200 CONTENT 50 PERCENT BY WEIGHT OR GREATER, MAXIMUM GRAVEL CONTENT 5 PERCENT BY WEIGHT. MAXIMUM PARTICLE SIZE OF 25 -INCH IN ANY DIRECTION. 3. CLAY CONTENT.. 25 PERCENT BY WEIGHT OR GREATER (0.02 MM). 4. LIQUID LIMIT' 25 PERCENT OR GREATER. 5. PLASTICITY INDEX: 12 PERCENT OR GREATER, 6. CONPACTION: 95 PERCENT STANDARD PROCTER DENSITY OR GREATER DEPENCING ON CONTRACTOR SOURCE TESTING RESULTS, 7. IMPERVIOUS CLAY LINER MATERIAL SHALL BE FREE OF DEBRIS, RGOTS, ORGANIC MATERIAL,SCUD MINERAL MATERIAL LARGER THAN 2.5 INCHES IN DIAMETER. ANGULAR STONES OF ANY DIAMETER AND OTHER MATERIALS CONSIDERED DELETERIOUS TO THE GEOMEMBRANE LINER. S. SOURCE TESTING: THE CONTRACTOR SHALL SUPPLY TEST RESULTS FROM AN INDEPENDENT TESTING LAB FOR A SAMPLE TAKEN AT THE CLAY SOURCE TO VERIFY THE ABOVE SPECIFICATIONS WILL BE MET. THE RESULTS SHALL BE SUBMITTED TO THE ENGINEER AT LEAST TWO WEEKS PRIOR TO DELEVERY TO THE SITE. THE SPECIFIC LOCATION OF THE SOURCE MUST BE INCLUDED WITH THE SUBMITTAL 9. IN-PLACE TESTING: AFTER PLACEMENT OF THE CLAY, THE CONTRACTOR SHALL ARRANGE FOR INPLACE TESTING BY AN INDLPENOLNT TESTING LAB TO VERIFY THE ABOVE SPECIFICATrONS AR MEI. TESTING SHALL INCLUDE COMPACTION, GRAIN SIZE, AITERDERG LIMITS, AND PFRMEABNITY USING A RELATIVELY SUNDITURBED THIN WALL SAMPLE (SHELBY TUBE). THE IN-PLACE TESTING FREQUENCY SHALL BE ONE SAMPLE TESTED EVERY 1,000 CY OF CLAY PLACED. w w � j j O C O LOT PRONJ' I D:RFEn�OE {ply STREET PRWI'.E INRECTION GF FLow ON SET D.5- D,S LOT BENCHING DETAIL NO SCALE We— I; .6Z' LEFT 32' RIGHT 4XTC=4 G28' 25S C - Te 4�. _L 4; IG ! 2 ROWS SODS - ,% L0911F"LE EL-VATION / SIT TRAI. D• 8518 CONCR-TE L143 B618 CONGRETE CLR9 (WHERE PRESENT) AMD GUTTER (IIP GIT) AND GUTTER (DP OJT) .-1 3' GL ti AGG. 91 E CONCRETE CUR5 PEI Ow CURE A GUTTER AND GUTTER (11P CUT) WfLDFLOWER DRIVE — 109' ROW STREET SECTION Tw+ut secTrgv IN zs ) SE_ LAKE ELMO STANDARD DRAWING NO 801 & 805 So Now 2X bi T.G .PE iC=Te A% ;f� SOO �S'MIN PIT TRAIL 4N 3- 5 AGG BASE / no 6 MTQP50.L.ULCH (1k1ER-` PRESENT) BELOW cvR9 k GUTTER 6 z ROwS SOD SELECT GRANULAR LPR MOUNTABLE CDNCRETE GWF TYPICAL 60' ROW STREET SECTION AND GLITTER rrR�GA_ ;Tclol (N IS ) SEE LAKE ELMO STANDARD DRAWING NO 801 & B0S '30' ROW EL 5-B 6' nuE"r t _:p 2 ROWS SOD� 5ELEC' IN AGGAGG. 9gsr/ SEED MULE GRANULAR BELOW CUR4 Et Gu fiER Ore 2 Rows sac POUNTABLE__j CON CRETE CURE ANO GUTTER TYPICAL 30' ROW STREET SECTION TY,cA. SECn DN (N T5) SEE LAKs E01,0 STANDARD DRAWING NO 801 & 805. 65 ROW 24' fl-BI6 i � UTILITY EASEMENT 05' T 5"NTN VDRL• 'Cl EXISTING ` 11 SEED &MULCH GIG SPEriALK µIN. 3' 'L 5 AGG. BASE 6` 2 ftD1K SCJ 1 BELOW CURB & GUTTER 7 ROWS SOB —MOUNTAHLE CONCRETE MOUNTABLE CONCRETE SELECT =AN AND GUTTER CURB AND GUTTER GRANULAR SUNFLOWER LANE STREET SECTION CROSS SLOPE 71"C 5ECn0n' (' 5J SEE LAKE ELMS STANDAR) EURAWING NC 801 & 805 PI9NEERengineering rn,l TJxlrw-eTn.. 1unTIswRlrtx. uunvTxLTr,� lwuhscui�.anmil'T: 2422 EnteTpnse DO �c (4511581-914 Mendom Nei hsNLN 55120 Fx681-AR8 w.pwng.cW unuTy ROWS SO.- +-- 61UIN.TDPS[kLDN,^- SIOEAALN RtW uAPIEs vAnses I I } 2 59. 0 7 '-6- TOPSOIL & SOG I I 'i ) t SYIRMO.."NTABLF CON..^REIT '• `- -- - - 1 + — CURB N GUTTER GOARST FILTER AGGREGA7 '•'(y + (MN/Di+ SPEC 31492NI `^6 - 4' FVC PERFDRATEP EDGE DRAIN WITH HfJIES AT 8 AND 4. O'CLOCY,. %(ACOI S LL 3245 TYPE I UC'LT'TIL' 5M(K ILINGO' SPFC 5 33) PLACED AROUND EDGE DRAIN _ I I�,lµ µ RAVEtIEIy`_,SE TIDN. -l5 M GO 2350 iW� ,EkRINc GOUNST MAY AGGREGATE Si2E A, TRAFFIC LEVEL 2 ASPITALT GRADE B TACK Cal. - DOT 235D TYPE SP BIT NDN-WEA9ING COURSE UA AGGREGATE SIZE R, TRAPTIC LEVEL 2 ASPHALT GRAOF B 6" AGGREGATE DISE CL 5, 100.^- CRIFF`cC STONE AGGP.EGA E !$PL. 3138) -- 12' SELECT GRANOL.AR 86RFOW (SPEC 3119 25) SVBGINA,DE TESTED AND A PROVED N AGCDROANCE 'Al - 'TY SIANDARO SPLCIFICA IDMS NO TACK FACE 4O CURTER PRICR TO DOTH LETS 0` BITDIYIN9D6 2 4" RYC FE9E0RATED EDGE D9AN REL IREn Al ALL u-0 P-75 EWE DRAIN OE51GN PER AaPBgyAL OF CIT) 61N6INEER TYPICAL LOCAL RESIDENTIAL STREET SECTION (MINIMUM 7—TON DESIGN) FEBRUARY 2015 .STANDARD DRAWNG NO CITY OF LAKE ELMO 801 L.AKF FLVK) TEMPORARY SURFACE SWALE SECTICN (GRADE TO DRAIN SECTION DETAIL (T)'PICAL SECTION NOT TO SCALE) DRAINAGE & LTTLITI WETLAND BIIFFER dl I I { .a..H. ONA L=/ �.`J OBLOCK NO I 7 LCT \\\ E I HOUSE TYPES I,5R RAMBLER DR SPLIT ENTRY LC —RAMMER. LOOKOUT GR SPLIT LENTRY WALKOUT LOr W0 RAMBLER WALKOUT 1 STEPSLID —SIDE LOOKOUT SWO—SIDE WALKOUT ARACE ELEVATION BE FITTED WITH AN ANCHOR ATTACHMENT THAT Fr STn-T WOULD EXPAND UPON ATTEMPTED REMOVAL OR WITH A CONCRETE FOOTING. EASEMENT FINISHED GROI I ELEVATION LOWEST FLCOR WETLAND BUFFER SIGNAGE NOTE' WETLAND BUFFER SIGNAGE MUST: ELEVATION 1- SITE OF BUFFER SIGNAGE! 7" WIDE X 9' TALL LOWEST 11111111111I 2. SON MATERIAL: HEAVY GIVE ALUMINUM. ELEVATION 3. SGN WORDING: MUST HAVE VERBIAGE OF NUMBER OF STEPS EXAMPLE TO SHOWN (IF REOJ'R-0) 4. SIGN POST: SIGNS MUST BE AFFIXED TO 4"X4" PRESSURE TREATED WOOD POSTS OR ANOTHER EXTERIOR FOOTING MATERIAL ACCEPTABLE TO VBWD. 0.1 REQUIRED 5, SIGN AND POSY/MDNUMLNT PLACEMENT: EACH RECOM.AENIIEC - BUFFER MONUMENT MUST BE PLACED ON THE OUTER EDGE OF THE WETLAND BUFFER. FACING GARAGE SIDE AWAY FROM THE BUFFER, LOCATIONS AS PER FINISHEU LLEVATI.O% SHOWN ON PLAN SET, Q LOT CORNER 6. POST INSTALLATION: EACH POST SHOULD BE APPROXIMATELY FOUR FEET ABOVE THE GROUND. WITH AT LEAST THREE FEET SUNK BELOW n GROUND. THE BOTTOM OF THE POST SHOULD OBLOCK NO I 7 LCT \\\ E I HOUSE TYPES I,5R RAMBLER DR SPLIT ENTRY LC —RAMMER. LOOKOUT GR SPLIT LENTRY WALKOUT LOr W0 RAMBLER WALKOUT 1 STEPSLID —SIDE LOOKOUT SWO—SIDE WALKOUT ARACE ELEVATION BE FITTED WITH AN ANCHOR ATTACHMENT THAT Fr STn-T WOULD EXPAND UPON ATTEMPTED REMOVAL OR WITH A CONCRETE FOOTING. 8 1/2' r L j 2 '1/4Mn111M11MN CCMNPACTEO 7HICKN`-55 61TUTAININOUS WEAR COURSE, MNDQT 2360 SPNEA240F E" CLASS b. AGwREGA% BASE --- - SUE -GRADE. TESTED AND AP -ROVED IN ACCORDANCE WITH CITY STANDARC SPECIFCATIDNS 8 1 27 3 . C NOTE 1 BITUMINOUS TNAILS SHALL HAVE CDNCREIE QED RAMPS A' ALL 5"R!:=" WTESECTIONS 2 PROVIDE 27. CRDSS-SLOPE TP MAINTAIN P05171VE DRAINAGE AWAY :RD+,1 TRAIL SURFACE THROUGHOUT LENGTH OF TRAIL BICYCLE—PEDESTRIAN PATH FEBRUARY 2015 STANGARDDRA1777 7-7 x'ltili NG 1.WRLlIIKl CITY OF LAKE ELMO ;a9 L{I:E ELM(1 01 E O-IICITN..9EIFT:'CfMINTTIL, IJ - n'i ` n TYPICAL RIGHT OF WAY LAYOUT FEBRUARY 2015 I,,I:I:r:1:W1(1 CITY OF LAKE ELMO Sl ANPARb 11k AV1'In'G ntN sos LIRE 111111 8 1/2' r L j 2 '1/4Mn111M11MN CCMNPACTEO 7HICKN`-55 61TUTAININOUS WEAR COURSE, MNDQT 2360 SPNEA240F E" CLASS b. AGwREGA% BASE --- - SUE -GRADE. TESTED AND AP -ROVED IN ACCORDANCE WITH CITY STANDARC SPECIFCATIDNS 8 1 27 3 . C NOTE 1 BITUMINOUS TNAILS SHALL HAVE CDNCREIE QED RAMPS A' ALL 5"R!:=" WTESECTIONS 2 PROVIDE 27. CRDSS-SLOPE TP MAINTAIN P05171VE DRAINAGE AWAY :RD+,1 TRAIL SURFACE THROUGHOUT LENGTH OF TRAIL BICYCLE—PEDESTRIAN PATH FEBRUARY 2015 STANGARDDRA1777 7-7 x'ltili NG 1.WRLlIIKl CITY OF LAKE ELMO ;a9 L{I:E ELM(1 01 E O-IICITN..9EIFT:'CfMINTTIL, THE CONTRA 'OF SHALL CONDUC OPERA'IONS AND IMPLEMEN- MINNESOTA POLLUTION CONTROL AGENCY (MPCA) BEST MANAGEMEN- PRACT.CES (BMP) TO CDNTRD_ ST-- &L -,A -ION AND EROSION INTO, DRANINACE WA`r$ THE CONTRACTOR SHALL COMP,Y WITH ALL CONDITIONS AND .UM'l.EIION OATE5 R.ELABVE TO ALL PERMITS ISSUED FOR THE WORK TO BE COMPLETEC. THE ENGINEER NIA- ISSUE AISSUE A STOP WORK ORDER.. POR ALL DEVELOPMENT WORK AN;3 BU'lLRINC CONSTFU'CHUN FOR NONCOMPLIANCE WITH THESE MEASURES 2 SEDL'ENCING. ALL SILT FENCE ANO OTHER EROSION CONTEND- MEASURES SHALL BE IN PLACC AND AP°ROVED BY ENGINEER PRIOR TO ANY REMOVALS, EXCAVATION OR CONSTRUCTION ANC SHALL BE MAINTAINED UNTIL VIABLE TURF CR GROUND COVER HAS BEEN ESTABUSHED AND APPROWEC BY THE ENGINEER 3 SILT FENCE THE CONTRACTOR SHAL INSTALL SILT FENCE AT THE LOCATIONS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE CITY STANDARD DETAE5 SILT FENCE DAMS AND INTERIM SUMPS SHALL BE PLACED TC INTERCEPT SILT PROM CONCENTRATED RUINGFF FROM OPEN GRACED AREAS ADDITIONAL SILT FENCE SHALL BE REDURED AS DIRECTED HY THE ENGINEER 4 STOCI,P.LES ALL STOCKPILE AREAS SHALL HAVE SILT FENCE OR SEDIMENT TRAPPING SYSTEMS PLACED AROUND THE ENTIRE PERIMETER 5 INLET PROTECTION THE CONTRACTOR SHAL'. INSTAL'. INLET PROTECTION ON AL. EX STIND STORM SEWER INLETS IN ACCORDANCE WITH THE C". S'ANDARD DETALS INLET PRCTECTION SHALL A -SC BE PRODDED ON ALL PROPOSED STORM SEWER INLETS IMMEDIATELY FOLLOWING CONSTRUCTION Or THE INLET INLET PROTECTION WlrT BE INSTALLED IN A MARINER THAT WI', NOT IMPOVNU WATER FGF E%TENDED PERIODS OF TIME OR W A MANNER, THAT PRESENTS A HAZARD TO VEHICULAR OF PEDESTRIAN TRAFFIC 6 TEMPORARY SEDIMENT BASINS THE CONTRACTOR SHALL INCORPORATE IEMPORART S€LOIJENI BASINS THROUGHOUT THE CONSTRUCTION SITE TO CAPTURE RUNOFF AND SLOW THE FLOW' OE WATER AND ALLOW SEDIMENT TO SETSLE OUT TEMPOIRARY SEDIMENT BASINS STALL RE INSTALLED AS DIRECTED BY THE CITY ENGINEER 7 ROCK CONSTRUCTION ENTRANCE A ROCK ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED AS SHOWN ON THE PLAN TC REDUCE TRACKING CF SILT AND DIRT OWc THE PUBLIC STREETS A GEOTEKTILEFABRIC SHALL BE PLACED UNDERNEATH THE TCCK THE ROCK SHALL BE PERIODICALLY REPLENISHED TC MAINTAIN THE INTENDED PERFORMANCE MUD AND DEHRIS SSHA.L BE REMOVED OR SCRAPED FROM TIRES AND VEHICLE UNDERCARRIAGE PRIOR TO LEAVING THE SITE B 5P.EET SWEEPING. ALL 5TREET5 USED FDR ACCESS TO THE SITE AND HAUL ROUTES USED FOR CONSTRUCTION ECUIPMENT ANG MATERIAL SUPPLIES SHALL BE CLEANED Al THE END 7 EACH WORKING DAY. THE CITY OR ENGINEER MAY ORDER ADDITIONAL SWEEPING OF THE STREETS AS DEEMED REQUIRED A'' DEVELCPEP./CONTRACTOR EXPENSE. STANDARD PLAN NOTES GRADING AND EROSION CONTROL PLANS FEBRUARY 2015 51 ANIlARI11lKA1Vl*'G NId CITY OF LAKE ELMO 6011A LAK: ELMII T_SHAPED METAL FENCE POST (NEAR VEHICLE/CONSTRUCTION, TRAFFf C} OR 2'x2 'NOGG POST — I I�I III EO'h { III COMPACTED BACKr`ILL .N I I os { 0 GEOTE%TILE TO OVERLAP THROUGH a TRENCH 7F?NOH I . �^ NEIN r 6• T..LZ 1 T NOTE -SILT FENCE INSTALLATION SHALL CONFORM TO MNDOT2573 ° TYPE MIS/HI NEAR VEHICLE/CONSTRUCTION TRAFFIC, TYPE PA AT ALL OTHER LOCATIONS -MATERIALS SHALL CONFORM 10 MNDOT 30185 SILT FENCE FEBRUARY 2015 5TA%DAAD DRAwrnrNT,I 1�ci:1;L II' CITY OF LAKE ELMO 601 IAKT H1.ASL, PI+I'�'NEERenenelering ['rvIT-E'N'IUIPA:E 1+I1TP1T.vlI,1K 1'-- 1Ntps'.Ifx"I9LT1 2422 Enterprise Drive !6517681-1914 Mendota Hei fits, MN 55120 Fax: 631-9498 g rvW'W.ploaeerengx.. WJ 1111 rroMeT I aT,m KU K, G OEWATERING EACH EXCAVATION SHALL BE KEPT pR- DURING THE COURSE Cr ALI WORK HEREIN. INCLUD%NC SURGRADE CDRRECIIgN, PJRE INSTALLATION, SIRU=TURF CCNSTRJC.IIOI'1 AND BACKFILLING, TO THE EXTENT THAT NO DAMAGE FROM HYCROSFATIC PRESSURE FLOATATION OR OTHER DAMAGE RESULTS ALL EXCAVATIONS SHALL BE OEIVATERED TO A DEPTH OF AT LEAST 3 INCHES BELOW THE BOTTOM OF THE CONCRETE SLAB OR PIPE TO EE INSTALLED THEREIN THE CONTRACTOR. MAY USE ANY METHOD OR COMBINATION OF METHODS FOR FOR (DEWATERING HE CHOOSES HOWEVER. ALL DEWATERING LUETHODS AND EOUPKL'Ni WHICH IN THE OPINION OF THE ENGINEER, ARE rNEFFECTI'."E SHALv BE ABANOOKIFE IMPRCVEI, REPLACED OR 1HERWISE ALTERED TO OBTAIN EFFECTIVE DEWATERING. THE CONTRACTOR SHALL PROVIDE ALL POWER, PUMPS MATERIALS AND APPARATUS NECESSARY. AND SHALL BE RESPONSIBLE FOR DISPC5iN6 OF THE WATER PUMPED FROM THE EXCAVATION IN A MANNED YIHICH WILL NOT INTERFERE WITH OTHER WORK WITHIN THE AREA AND NOT TO DAMAGE PUBLIC OR FRFIATE PROPERTY THE CONTRACTOR WILL EE HELD RESPONSIBLE FOR THE CONDITION 0, .ANY PIPE, CONDUIT, CRCH, CHANNEL DA NATURAL WATERCDORSE UTILIZED FOR DRAINAGE PURPOSES. AND ALL EROSION, SEDIMENT DR CIHER ADVERSE. R.ESULtg OF THEIR USE SHALL BE REPAIRED 10. POSITIVE DRAINAGE AND PROTECTION THE CONTRACTOR SHALL MAINTAIN PCSTE,E DRAINAGE THRL'UGHDUT THE SHE AT ALL TIMES 196 POINTS 'W'ITIA N AND ALONG ROADWAYS ARE EXPRESSLY PROHIBITED THE CNTRACTDR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPIAC OR OTHER MEANS TO FACILITATE PROPER DRAINAGE DURING CONSTRUCTION TC PROTECT PREVIOUSLY GRADED AREAS FROM EROSION, WOOD FIBER BLANKET SHALL BE PLACED IMMEDIATELT ON STEEP SLOPES ( i.3 OR GREATER) AND EMBANKMENTS, PERMANENT AND TEMPORAP- PONDS, AND OUTLETS AND OVERFLOWS TO PROTECT THE COMPLETED GRADE AND MINIMIZE SILT IN THE RUNOFF II DRAINAGE DITCHES THE NDRMIV WETEEC PERIMETER OF ANY TEMPORARY OR PERMANENT J:A DRAINAGE DITCH OR SWALE THAT DRAINS 'T'EP. FROM ANY PORTION OF THE CLNSTRL'CTION SITE., OR DIVERTS WATER AR2uN4 THE SITE, MU5T BE STABILIZED WITHIN 2CO LINEAL FEET FROM THE RPOPERTY EDGE. OR FROM THE POINT CE DISCHARGE INTO ANY SURFACE WATER STABILIZATION OF THE LASE 2OO LINEAL ret MUST BL COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER STABILIZATION OF THE REMAINING PCRTONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUSt BE COMPLETE WITHIN' 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS. TEMPORARILY OR PERMANENTLY CEASED TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BFINC USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PRDPTRLY L'ESIGNFO ROCK DITCH [NECKS, FO ROLLS. SILT DIKES. ETC ) DO NOT NEED TO BE STABILIZED THESE AREAS MUST BE STABILIZED WITHIN 2d HOURS AFTER NC LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM 12 TURF ESTABLISHMENT ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOCN AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTU)NI ACTIVITY IN THAT PORTION CF EHE SITE HAS TEMPORARILY OR PEIOAANENIL CEASED STANDARD PLAN NOTES GRADING AND EROSION CCNTCL PLANS FEBRUARY 2015 sT,,KUAnD uertxlcr sn h1:.1��,R1 CITY OF LAKE ELMO 60013 IJNKL F.1 MI I POINT 'A' MUST BE EMBED STAKES IN GP.GJND HIGHER THAN POINT 'B" IG° MINIMUM DITCH SECTION FLOW 2"x2" WCUD STAKE OR REINF 9AR FIBER ROLL SECTION NOTE. �IAKE ToBE INSTALLED A: AN ANGLE OI AP ROXIMATELY 45' ON THE DOWNSTREAM SIDE OF THE FIBER RUL. ENSURE THAT :STAKE. DOES NOT PUSH DOWN THE FIBER ROLL FROM ITS FULL HEIGHT, DITCH CHECK (FIBER ROLL) FEBRUARY 2015 STAN OAKG GRAWTN{i NI L'Ki tL %lo I CITY OF LAKE ELMO 603 L,RR SLAIG I 13 MAINTENANCE AND INSPECTION EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION AND UNTI" SATrSFACTUR" ESTABUSHMEN' OF PERMANENT GROUND COVER IS OBTAINED ALL EROSION AN^- SEDIMENTATION CONTROL MEASURES, AND STORMWATER OUTFALLS MUST BE INSPECTED WTFEK4Y, AND WITHIN 24 HOURS OF TRE SITE RECEIVING U5 INCHES OF RAIN REPAIRS MUST BE MADE ON THE SAME DAY OR =CLLOWING DAY OF THE INSPECTION. uNEATISFACTCR, CONDITIONS NOT REPAfRED OR GLEANED UP WITHIN 48 -HOURS r,F NOTIIPCATION SHALL RESULT IN A SICP WORW ORDEfi,. AND/OR SAID WORK SHALL BL COMPLETED AT CON:RA 70R5 EXPENSE 14 REMOVAL, THE CONTRACTOR. $HALL REMOVE" AND DI5PU5E OF ALL TEMPORARY EROSION CO,IJTROL MEASURES, STRUCTURES AND DEVICES CNLY AFTER RFCEIVINC ENGINEER APPROVAL ALL DEBRIS, STAKES. ANC 51L75 ALONG SILT FENCES SHALL BE REMOVED AND DISPOSED OFF SITE THE CONTRACTOR SHALL HAND RAKE 5'.LTED AREAS ALONG THE FENCE LOCATIONS TG PROVIDE A SMOOTH FINAL GRADE ANC' SHALL RESTORE THE CROVND SUPFACE WITH SEED OR SOD. AS REQUIRED. TD MATCH THE FINISHED GRADE TO THE ADJACENT AREA 15 ETNA- STORM SEWER. 'SYSTEM AT THE COMPLETION OF THE WCRK AND BEFORE THE FINAL WALK THROUGH THE CONTRACTOR SHALL REMOVE STORM SEWER INLET PROTECTION MEASURES AND THOROUGHLY FLUSH THE STORM SEWER SYSTEM SEDIMENT AND DEBRIS SHALL BE COMPLETELY REMOJED AND CLEANED AT, THE INLETS. OUTLET$. AND DOWNSTREAM CF EACH OUTLET RIPRAP AND GEOTE%TILE FABRIC MAY REOUIRE REPLACEMENT AS DIRECTED BY THE ENGINEER TO OBTAIN A LIKE NEW INSTALLATON ACCEPTABLE TO THE CITY 1. DITCH CHECK (HIOROLL BLANKET SYSTEM) BEDROLL AND BLANKET SYSTEMS SHALL HE BE INSTALLED AS DITCH CHECKS ONLY IN SPECIFIED LOCATIONS AE APPROVED BY THE CITY ENGINEER BIOROLLS ARE NOP TO BE UTILIZED IN AREAS WHERE VEHICLE ANC CONSTRUCTION IRAFFIC DECUR 17 FLOTATION; SILT CURTAIN FLOTATION SILT CURTAIN SHALL BE UTILIZED WHEN CONSTRUCTION ACTIVITIES OCCUR DIRECTLY ADJACENT TO LAKES, STREAMS OR WETLANDS IN CROER TO G9C.TAW S[DI MENTS NEAR THE BANKS OF WORKING AF EAS THE INSTALLATION OF FL91ATIgry SIT CURTAINS WILL 8E REQUIRED AS OF BY THC CI ENGINEER 18 CONCRETE WASHOUT ONSITE. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINEP A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIOUIC Aryl SOUR WASTES MUS NOT CDNTACT THE GROUND, AND THERE MUST NOT BE RLK07 FROM THE CONCRETE WASHDUT OPERATIONS. OR AREAS LIQUID AND SOLID WASTES MUS_ BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS A SIGN MUST BEINSTALLED ARjACEN' TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTiUZE THE PROPER FACILITIES STANDARD PLAN NOTES GRADING AND EROSION CQNTCL PLANS FEBRUARY 2015 5T,\NIZAlf ❑ "NTT. 1.,1 i.i=f'u11 CITY OF LAKE ECMO r,(xlc L\KE LLNK] NOT_ MAINTAIN AND CLEAN OUT DEVICES AS NECESSARY TG ACHIEVE PROPER EDW OF STORM WATER INTO STORM SYSIEM, POLYESTER SLEEVE_ C7 I FILTER ASSEMBLY MANHOLE COVER �.� ... ASSEIn6LY - WIMCQ RD -23 OR APPROVED EQUAL —D.EFLECTOR PIFATE OVERFLOW j- CENTER DF FILTER ASSEMBLY < OVER, LOW - TDP 9F CURE DOX FILTER ASBEMErV : :. .� ... CURB I CG' 23 HILI*-FLCW' HIGH-FLOW FABRIC— WIMCC CG -23 HIGH—FLOW OR APPROVED EQUAL SEDIMENT CONTROL AROUND STORM SEWER INLET FEBRUARY 3015 51 AN1, 11"RAWT:O Nfi 1-�K_I NCITY OF LAKE ELMO 604 LARS ELMO 1 RESTORL ALL DISTURBED AREAS V -711E IIPt HCS OF TOPSOIL CONFORMING TO MNDOT 3877 PROTEC- A -.L S1CRM SEWER INLETS, AS S-ECI=IED HEREIN AND MAINTAIN; UNTIL ST,RFcT CONSIRU,:TION 15 COMPLETED 3 MAINTAIN AL_ SILT FENCE AND. RE✓AIR OR REPLACE AS NEEDED OR REQUIRED UNTIL TURF HAS BEEN. ESTABLISHED 4 RESTORATION: YORK SHALL BEGIN WITHIN 7 DAYS DF FINAL GRADIN_ 5. A MINIMLIV CF 2 ROWS OF SOD SHALL BE PLACED ADJACENT TO THE BACK O% CURBS ALONG AL BOULEVARDS SILT FENCE SHALL BE PLACEC DIRECTLY BEHIND THE SOD IN ACCORDANCE WITH THE CITY STANDARD EJETAILS 5 BOULEVARD A1NIC DITC- RESTORATION INCLUDES FINE GRADING, WHICH INCLUDES THE REMOVAL OF ROCKS, DEBTS AND SDI(_ CHUNKS, WHILE MAINTAINING PCSITfVE DRAINAE STANDARD PLAN NOTES SITE RESTORATION PLANS FEBRUARY 2015 til ANUAKU UKAI�I�tI N t O:I1_tua CITY OF LAKE ELMO <(xID LAKETLMO QNDEPNEATH RUCK NOTES MAXIMUV WIDTH CF CONSTRUCTION ENTRANCE IS 24 FEET- 12 EET12 A MNDOT 3733 TYPE V GEOTEXTILE FABRIC SHALL SE USED UNDER THE ROCK TD PREVENT MIGRATION OF THE UNDERLYING SOIL TNTC THE STONE CONSTRUCTION ENTRANCE IS REQUIRED FOR ALL NEW HOME CONSTRICTION AND NEW STREET CONSTRUCT,ON CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IF PRE'1ENT TRACKING OF MUD ONTO ROADWAYS THAT ADJOft, THE PROJECT THIS WILL REQUIRE PFRIODIC, TDP DRESSING WITH ADDITIONAL ROCK OR REMOVAL AND REINSTALLATION OF THE ROCK ENTRANCE G) REMOVE MUD ANO DEBRIS FROM TIRES AND VEHICLE UNDERCARRLAGE PRIOR TC LEAVING 1HE SITE ROCK CONSTRUCTION ENTRANCE FEBRUARY 2015 .til INGhKG GRdl'iihU h'U CITY OF LAKE ECMO 605 LAKE ETNO (Ii .IAi LT.Ad SYSILLET.GRADD' IINTERIM WALL GRADING NOTE: GRADE SLOPES 1:1 FROM PROPOSED WALL LOCATION -BLANKET ALL 1:1 SLOPES r r T:32.4 1 T. 32.0 8: 28.7 ..-h -- - B: 28.6 h. I. _9: 29.0 + �; 9:28..2 _ ` 766Q \ k B5 RETAINING WALT. -B AREA OF 1:1 SLOPE = 289 SF FI$NEERengneeiing 2422 Emerpnse Dnvc 1651168k-1914 Mendota Hn Ms, MN 55I20 Fax: 681-9488 6 wwrv.pioneereng_rom n nv s v..e., 1m�oa vw T:16.5 8:16.0 `----to - x.. 78.5 T7 0 F rt i1 'fl I X96.00 T:21.0 8:17.5 ' 098 �a7D 8:17.5 TT., 21-5 ACCESS PATH T. 20.0 8:19.5 RETAINING WALL -C AREA OF 1:1 SLOPE = 397 SF RETAINING WALL -A AREA OF 1:1 SLOPE = 1,944 SF 7:34.0 + - B: 32.5 ' T:37.o B: 34.0 T; H' 32e"'... T:39.0 B:36.0 - r� S • , 41 B: 37.5' , ' T'38.6 13r37.7 8337 , • ,aq• - �6 3,50 rp - \ `, x33.54 r o ryg' \ \ .t; V0137-5 3 vc) RETAINING WALL -C AREA OF 1:1 SLOPE = 397 SF RETAINING WALL -A AREA OF 1:1 SLOPE = 1,944 SF RETAINING WALL -D AREA OF 1:1 SLOPE= 835 SF 0 15 90 ec GRAPHIC SCALE IN FEET RETAINING WALL -E AREA OF 1:1 SLOPE = 175 SF 114055 SHEET s ��- 8:33.0PJ�i T:39.0 B:36.0 - r� S • , 41 B: 37.5' , ' T'38.6 13r37.7 8337 , H: 35.5 T: 36.1 B:3' `, x33.54 r .t; V0137-5 \t \ vc) RETAINING WALL -D AREA OF 1:1 SLOPE= 835 SF 0 15 90 ec GRAPHIC SCALE IN FEET RETAINING WALL -E AREA OF 1:1 SLOPE = 175 SF 114055 SHEET JMQ 1417 j=II IS 90VI I-DNT T O ,L333 NI 3']ti�5 �[Hdtlti� Oa 0I 9 0 wo�5wiaaUo�d.nm,a 99b6-189 :xc� Oz155 N41i'siySuH MpuaSti W61-18911991--cl;wda aFf ZupZ .�Uyaau, `i�HIeI 'Id LAYTON AVENUE -5+00 TO 6+00 WILDFLOWER DRIVE 6+00 TO 8+50 Iy. m a n.00 1� m �.cv m G d.d v v7 rq!o a m m-n N a mq M N N.Q m 9 n.o rc 1n 1.8 N n m.Q ff, o �.m c rn m:lq n in m.o m w m:o - In ��o d N m-a p In I:I a In N:I a w m.o m a, Q.In N M �:N r < y.rn m h:N rc N �:N n n n.N ry o N:c � � �.N � h m-N p m ,m M .d In .d .N m .m N -o h h -a N ..m . n d .rn .r- .. a7 N a h .N N .a n . u; N .v n .� N .o r In a ..r .w �? N _ u7 ..m .M . I .m t<1 � a rri w h:6 06 a a-i m o ui o ui I® ai.,i;j ao „1 vi.Q N Q ro�ui us Iri -ui ro.,ri h ,� 16 r3 n.� vi rt • ri. rim r�.� M n I.m I � ,f ri � N.,p ri '.y ri � ri „; ri.,,j ri N � �y v ri c-N a � ',N .,,} m.m m r'nn.m m m:m m m:m m m mm m m:m m m m:m m m;m m �. m'.m rn rn-� rn m:m m m m:m m m m:m m m rn_� rn 4 rn-m rn rn,:�m m, rn w:� w rn.� m w;� m rn oni; m �J'0 950 ............ RVLSTA:. --2+50.00 .... .. • PV STA' 0+pp.00 .. ... ..... 1 PM STA: 7+40.00 .... PIA 'STA:.... ... . RVl ELEV; 934,50 - K: 41.9 PVI ELEV: 937.00 PV7 K: #5934.92 PVI K: 4-, LVC: 80.00 ; : Kc $0.00 . LVC: 100.00 : LVC: I- - � - LVC: 10p,Oq : HIGH PT. STA: 7+44,89 LOW PT. ST 9 rJ d o HIGH PT. SFA: 0+00.00 . - '945 s .. ..... .LE ...... ,o ......... o 6. .. .. ... .. .. .. .. .. .. .. ..... .. .M 5. .. .. .L HIGH HIGH. .934.6 . o °+' n + m d o PVI STA: 5+OO.0 o o o n PV STA: 4+00.00 N N d_ - a a PVI ELEV, 932.00 6 PVI ELEV: 930.08 : 1 ,Mt : I M o d Q a :1 0 Q, rn ui p m N K: (x7.67 + + a' + . o K: 105.63 v h: o ¢? ++ n LVC- 150.00 m n �'4' 940 E LVC: 100.00 7 -1' o .............. .. .... .o LOW PT, .4+92,67 .. . .... W - ..... ........ . . � o � o � � � N LOW PT ELEV: 93241 op m� . a W cpNj I+nn u+i n a m n f� �-ODX 3 J J 935 935 IN rw > _ _..: ...... n- .. ...... .......•• ------- no'� Q ... ... DGgS......... o.. a-- �� ... ..1, -� aP aw aia o '�` `a - z 1.22% ` In W e) I 2..957 p : 930 m ....... . . ............. ...... . .... .. .... ....... ..... ..... . ..._ .. .. W .... ... ....... ... O .. �. N. a 9 0 o h. mon lot: azcw ++of1�7G c+, r 925 -5+50 -5+00 -4+50 4+pD -3+50 -3+00 -2+50 -2+0D -1+50 -1+OD -0+50 D+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+5D 5+0D 5+50 6•x00 6+50 7+00 7+50 B+00 8+5D 9+00 WILDFLOWER DRIVE 5+50 TO 23+00 ..... . N rn .- OI N m O �h n .h •Q OI .N Ill a0 N h .h h :h n �h n h :h h b .n N .Or m IO m :5 O -M N -m o ,n I[Y .h N .W ta .' o W .m Q o' a N no n b ? 09 v:-'N T 3 �.R Q Lq.N Il5 p.h IO IO 'q In m N u] M � N N m m Q❑ �.a o" W �.<O h �t �.N n Q �. �_ m IP tO�a Q N N.Q N m n n n h m O.� O> M Y M M. �.� rn m Q rp N M N,Q N m O-n N �.m a n rn.Q a d M.p. m M.a <.� o r'1 4l_ry m Tri o"'5 o 3'1 m rn y: o �. III III. III vj III. N '6 tin. tt]'6 o:o N o ai.ti 111 h ai-P ai 1� n h M m n.m M �' M.h M h M.h n h M. n p +M'f rP n r•].tn n r J n M.p M M.� Ip'1 N'� Nrn6 N:� cWv N H LL] N p N'� N a N-� N N.M '.�, .� n I.I N n N a N. M r7. M M. M M M, n n M n, n M.Q M n 17 n 'M M n m:m m m m.m m m m;m m m cn,m rn m m m rn m rn.m m rn m.m oa m rn.m rn m m m m m m. m m °'.m m m m m rn m rn,m rn m m.m rn m rn.m p m p. m m m:m m m rn.m rn m m.m rn m rn,m rn m m.m m m m,m m m m_m o� m m-m m rn rn:m m m rn:m rn m rn:m m m rn:m rn W m:m rn m rn'.m ..9.54.. .... I'm 'STA:' 9+10:0{7 ... _ ...... : .......... .. PVI, STAt 14+25.00 Nl' STA.' :19+00.00.. :... 950 ... ...... 'PVI STA!'22f1'O.OQ" PV STA: 17+80.00 - PVi ELEV: 933.31 PVI ELEV: 933.22 PN STA: 10+70.00 PVI ELEV: 938.27 PVT ELEV: 936.73 K: 47.34 : PV :ELEV; 935.00 : K: 58.10 PN ELEV: 935.43 K: 45.77 Kz 51.76 LVC 100.00 X; 522.54 -LVC: 100.00 : LVC. 100.00 : : - K: 5 .11 LVC' 10p DD 945 LOW PT. STA! 9+07.34 LVC: 100.00 - LVC 100.00 HIGH PT. STA: 14+28,52 HIGH PT. STA: 18+99.55 LOW PT. STA: 22+17.04 . .. ......: LOW.P.T ELEV: 933413 . - ... . : .... . ..:.. . . • , .. ; .. _ . ... ....H1GH: PT.ELEV:.938.06- .. - . :..... L T ELEV 17-h72.49. ..:.HIGH.. PT.ELLV-' 936.46 LQW.PT ELEV, 933.55 g45 LOW-PT, STA :S .. ... OW'P � :'935.66 . Ln o _ :+I` },i,i , raa NQ _ feo +m - o o q mom _t°° +� 94-0 .W n m M Q d vi n a n M n - M I + � ... ... .. + ^ ...:......• .. � ...-. N M .. ... :nNi n •. .. 940 ....; _.m „rn �,� ..... V :.. . . ....... . F. _. • ... rn w ... .. ... ..... .. 4r... ; .......... , ..... . - ..... .. ..... M1 �.......... _ ... u[i. m n . m M _ m m . .- rn 0.92% h w . 9.3 - -- - --... .......... :..... -.. . -,. rox 935 .. ...... - ..._ .. .. .. .�-_. ... oa3' _ .Ga fkE 930 p U Wx � 930 S.U� - : N N m G<O o 3. omA 222 Q-,-i Zam $�_Ym •Inn S.q h. �. NirMj O IIrn ii oni c itm Ly IIm _ & IIrn c+ 11, ' g.F II 0 4 0 I I .CII - I➢ : : 4 II 925 925 �ImW., :...•. WwW mw. mw. "'" rjl m w ca'9 m w ., 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+0D 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 VER LANE 27+00 TO 37+00 WILDFLOWER DRIVE 23+00 TO 27+00 ............. ... , .. SUNFLOWER .... ..... ..... .................... ... . IIn m N n.N h ;m rn. n n.m 'q n n.h rn m r ro m o Lq m M m' m Q: 'N IR tD m.m h �.h n h .h m h m:h a^ Q.h 9 N n.h h n.h n h n n a.h N.� L9 M N M n h n m.n m n p M N c �M n m M.v n n n_M N r7 Q M Qy M �._ N.m ., tO 0 �a N v w ..N Q 7 N a m -h n .m Q .N n .n N -O m W.b a ,.N ..Q ,�N .. rp en cq "'.a N d' a0 h h �r0 4 .-N Q m t0 .N N m -m O N O .rD h .w o .M m m m O d Q 0 O Q O O O a. Q 4•Q CI q Q Q d Q N N Nt N N N N N N N M M M YI I'I I I I M I:m Oi N:m Oi m:m m �:� m Onr;m m m m m m m.m m m m:m m m rn p m m.m m m m o m In m Oi m m m:m m m.m m N m:m m m m m-_ m m m:m m m m'.m m m m m m m.m m m Ong �, OMS m m;m m.I OMi rn_m 8Mi 950 ".......... .PVL. STA, .31+.50.00 .. : .........:...... . PVi STA: -34+00.00..:....... , , :.. .... PVI' STAT 35+35.00. :.... ... . .. - .. ... .....50 .. ......... . . PVI- ST ` ' 9 ' 00 A. 2 +OQ. 9 Q o - PN ELEV: 934.95 : PN £LE6 933.03 .PVI ELEV: 934.91 ; • � - a � a PVI ELEV: 932.87 AVI STA: 24+00.00 K, 62.59 - K; 62.50 K 62.50 ^i n K: 62.50 LVC: 100.00 LVC: 100.00 LVC 100.00 'PVI ELEV: 934.89 + m + m - LVC: 100,00 - K: 60.10 'n n .PV STA: 26+9D,00 HIGH PT. STA: 31+60.00LDW PT. STA: 34+00.00 HIGH PT STA: 36+35.00 04 N n N M •LLOWOW PPTSFT�A:v29+40.00: H PT',ELEV: 934,75 LOW PT ELEV; 933,23 HIM Pi ELEV 934.7] 90-5 9 45 LVc: 100.00 rn 5... , . v .. 1C: 49.17 ...... E. ; .934.07. ..... . ....... . - . HIGH PT_ STA: 23+99.BB PVI' 5TA; '75+65,00- PN ELEV• 934-55, , _ HIGH . , . , .. , , . , . - _ . :o - c1 w PVI ELEV: 933.51- �- w LVC: 80,00 o d �o -o : o Q a o •Q HIGH PT ELEV:-934.68 - - - a o - .a .Q Q a Q o K: 60.21 HIGH PT- STA: -26+90,66 Ci O 'O 'O p [i. VI N ' p d LVC: 100.00 IGH PT ELEV; 934.3 + n + n +'F' '++ + + N : +'� 940 m m, ri r n mn N Mn vn n� ma . d a M m M M M n M M M n ... ...... 5 n - L0W PT 5TA• ,75+65.21 0 . ., o ....... ....... „ M .. M •.. .... .. M °', ....... ..... rn... ........ rn... rn..........._. _., rn..... 4 m......:... . - °1+ �.. + p... 4QW P.L.4EV 933.72 rn., rn.............. } i(1 ry M n U J J U F- U : LL W _ N m N W N Ih•/ : a W d w 9. W 2 w d W d uJi O. W m W IL! rn O .. a w a w a w S w 9359 3L5 ... _ - . 0.&Ox 0.80X T1.80x � D.BDX w w Z 930 m - p �: ¢� ......... m:.........:... .. ....... ......o m -..yam. .. ......... ....... n.. ..... .... .. .. ...... ... - .,.. ................ ......... .. .. v rn ._... .... .. .. F m.. n . 0 J 930 Pr^1N ZJpJ ul^ Oa LS U'+'� . 1W Nn YIM, • NJ.+�' L]Ip?y<16.v �''J xYNn NM inn . - nn It nM 925 925 c Yu~r warn cmF� W4m�4� 1 :... :.. ._.-. : ..---,...... 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LO+E 0100+0 lunoD Q2IISJI�IILI1L�InII La+. .....E 0100}0 I&I oD xJ�tar�aw 1:1+9 0100+0 HNa_I 14D2IdNOIAi �< 110 OUT a.t r - 121 I 1 II L—. 13 ,� 14 X Z 238 �� < - < < 2 66 2 H 22872 1 4 _ - ''���22 c 9 l 228f7 X rr X 2285 2277r ? ! l x,2273 22842253 2,63 p2^9 22172 2264 22 0 X X 2 59 2F 2 81 I C'7 2254; 2256 7 c; I:23 2248 a; •� 71, �I 2247 f 225 X X261 / - 244 2243 17 9 21 42 4.. 2242 91 236 1 i2W / - 2 240 GVND7 FIEL!r CATEQ) yyl PI NEERengi.neei ing �5�ew3xeaxs ,axon-S�zs ,.,xnarem.,:.x,as I..xrw.-,nF..�+c.va:rcts 1651 16811914 6611914 I hrrcny rrnny mor ahss plan wos prpurd hr Namr 2422 Eme nse Drive .ar rrrbrrmv avccl wlsrvlsxn and mwl t' Fax: 681 4488 ,emga 71e=rq�rr, ,�. Mendota Heights. MN.55120 uva Ioneaen cam a�n 8"°h'r,a, taod�,p,nrrhaKt P S unm mrlswx-rrmnano Stare of Mamraso fka No- a1?a1 rhl. v_I �:) 201.5,5ara-cr Fngm,rrmF-VA, SOUTH ENTRANCE TREE INVENTORY k Tree Tag q Size (DBH ") Common Namf Scientific Name Significant Tree Notes Status 1 789 24 Honeylocust Gleditsia triocanthos Y Remove 2 1464 6 Box Elder Acernegundo N " Remove 3 1465 5 Colorado spruce Piceupungens N Remove 4 1466 9 Box Elder Acernegundo N nsdi, he6 h e..bw grade ` Remove 5 14667 6 Colorado spruce Picea pungens N Remove 6 1468 7 Box oder Acernegundo N Remove 7 1469 13 Box Eider Acernegundo y Remove 8 1470 6 Colorado spruce Picea pungens N 60% shade suppresed Remove 9 1471 8 Colorado spruce Piceapungens N 701%shade su presed Remove 10 1472 14/12 Box Elder Acernegundo y Offsite Offsite save 11 1473 7 Bax Elder Acernegundo N Offsite Offsite save 12 1474 1 7 Colorado spruce Piceapungens N Offsite Offsite save 13 2235 717/6 Bax Elder Acernegundo N Offsite Offsite save 14 2236 11 Box Elder Acernegundo N Remove 15 2237 11 Box Elder Acernegundo N Remove 16 2238 8 Box Elder Acernegundo N 6095 top missing Remove 17 2239 14/11/7 Box Elder Acernegundo Y Remove 18 2240 15 Hackberry Celtisoccidentalis Y Remove 19 2241 1 15 Box Elder Acernegundo Y Remove 20 2242 11 Box Elder Acernegundo N Remove 21 2243 it Box Elder Acernegundo N Remove 22 2244 20 Box Elder Acernegundo y Remove 23 2245 8 Box Elder Acernegundo N Remove 242246 16 Box Elder Acernegundo y Remove 25 2247 9 Box Elder Acernegundo N Remove 26 2248 1 18 Box Elder Acernegundo N 301% top missing, decay at base of tree Remove 27 2250 1 10 Box Elder Acernegundo N Remove 28 2251 9 Box Elder Acernegundo N Remove 29 2252 10 Box Elder Acernegundo N Remove 30 2253 12/12 Box Elder Acernegundo y Remove 31 2254 13 Box Elder Acernegundo N 309/5 top missing offsite save 32 2255 13 Box Elder Acernegundo y Remove 33 2256 1 13 Box Elder Acernegundo y Remove 34 2257 10 Box Elder Acernegundo N Remove 35 2256 9 Box Elder Acernegundo N Remove 36 2259 13 Box Elder Acernegundo y Remove 37 2260 17 Box Elder Acernegundo y Remove 38 2261 6 Box Elder Acernegundo N Remove 39 2262 6 Box Eider Acernegundo N Remove 401 2263 1 6 Honeylocust Gleditsia triacanthos N Remove 4i 2264 6 Box Elder Acernegundo N Remove Q 2265 16 Box Oder Acernegundo y Remove 43 2266 7 Box Elder Acernegundo N Remove 44 2267 19 Box Elder Acernegundo N 40% tap missing, split at base Remove 45 2268 16 Box Elder Acernegundo y Remove 46 2269 15 Box Elder Acernegundo y Remove 47 2270 15/14/12/6 Box Elder Acernegundo y Remove 48 2271 13 Box Elder Acernegundo y Remove 49 2271 22/21 Box Elder Acernegundo N 22" 100e/a top missing, 21" decay alongmain trunk Remove 50 2273 21 Box Elder Acernegundo y Offsite Offsite save Sl 2274 19 Box Elder Acernegundo y Remove 52 2275 16 Box Elder Acernegundo N 5095 top missing Remove 53 2276 16 Box Elder Acernegundo y Remove 54 2277 18 Box Elder Acernegundo N 400% top missing Offsite save 55 2279 7 Siberian elm Ulmuspumdo N Remove 56 2780 6 Honeylocust Gleditsia triacanthos N Remove 57 2281 10 1 Box Elder Acernegundo N heavy lean to tree Remove 58 2282 12 Box Elder Acernegundo y Remove 59 2283 17 Bax Elder Acer negundo N major damage from tree 42285 which has toppled onto 112283 Offsite save 60 2284 17 Box Elder Acernegundo y Offsite Offsite save 61 2285 18 Box Elder Acernegundo N topped Offsite save 62 2286 6 Box Elder Acernegundo N Offsite Offsite save 63 2287 7 Box Elder Acernegundo N Offsite Offsite save 64 2288 10 Box Elder Acernegundo N Offsite Offsite save 65 2269 11 Box Elder Acernegundo N Offsite Offsite save 66 2290 30 Box Elder Acernegundo N Remove 67 2291 8 Box Elder Acernegundo N Offsite Offsite save 68 2292 9/8 Box Elder Acernegundo N Remove 69 2293 6 Bax Elder Acernegundo N Remove 70 2294 11 Box Elder Acernegundo N topsplitat8'upfrom base oftree Remove 1711 2295 1 6 IBox Elder Acernegundo N Remove 1721 2296 1 10 lBoxElder Acernegundo N IRemove 1731 2297 1 Il IBox Elder Acernegundo N IRemove NOTES: 1. NON—SIGNIFICANT TREES ARE DUE TO SIZE NOT MEETING ORDINANCE REQUIREMENTS OR; 2. TREES THAT ARE DAMAGED, SPLIT, LEANING, OR HAVE SIGNIFICANT MISSING CANOPIES. SILT/TREE FENCE (TYPICAL) n as su yap GRAPHIC SCALE IN FEET a 5' v 71` -- 7— Pmlarhpn Imre Mgh derehy .9n lammaled polyethylene ren -S wllh 3:5' x 1 5' In pA,hc Shaped epen,ngs F36or-Orange 3teelpwS every 5c, -www ata d.c mm,g h1e knee " 84r pink - y: pods dr ,oyer of 'c pp—d muial on� A F 1 equal .0.1 nc o 1 �.�.- e Ihxklayer Maintain nsdi, he6 h e..bw grade ` pro -5 T h are vac P, area r' van s, ����4�:� rnagnma5a ptharvvee nd-tetl on the plans y 3 ooa,daef he orm'm dnpWe OF the npllne of tI— nuaa. Convamr to Can, underlhe nd�Co cr Lan open french Nates I see hecifi-fllgrand,honel I—pmt-i,on requirements. 2 Ifth-1enoexshngtrop pn. see sperAphons Ifor watenng regvnemenls 3 No prunrng shall be peHurmed except try app.,ed arbohsl. 1 No equipment shall op¢mla iru4itle the ploEedivn knGng lndodmg dunM1g fence dtsWlehon and removal 5 See Sire preparah n plan tnr a mgfifrc ltl wdh he Tree proler anarea 6 See tree pre-1,on {,fan For I— alignment ql a mi—um I— mall extend to the crown dnp fine TREE PROTECTION — MAINTENANCE ROAD & BORING UNDER CROWN/DRIPLINE FEBRUARY?015 "nso`uecr: h = CITY OF LAKK ELMO 1-uC SILT/TREE FENCE (TYPICAL) n as su yap GRAPHIC SCALE IN FEET 2019 F -I gmr gPA , 01I A - 4� r , >JTL07>e i }. }F r- r w =. ' - z -� . /,,` I �'✓�-% ` ��~ = I 011TL6T G �`� � - •�. � [5 _ I �/�r 1 I / ' r, 3t3��'� 1:. .r- - _- i .�- I -�t� -- -� ��-. `�-�I.C�.� �_��`_S. f � �< ��:�tit \ 'Ir:•'t. 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"f Muel melM14epanfR /-1 ��� y= �� Manlan thMkaley., F de tree j b, a:aslmg grade pmt rian m1h the t g,�✓wu �• ree k3� s � - -` Ii urn ass +J �§n•tr iseea-' .0 L tMAHns �1 I r• >r Duts'de of the ly'• _ c,vwn dhpl'ne ContratYof to dale undas Ere Down dnpflra of the tree cai ran k01eS .per 1w., 1 See am. II 1 PS I r dd ai IreeyNL tiw "itf re—li 2 ifthareu glmg Iroi. pacd,catl f was g eq uemenis a Ivo pf i Shall M pede mad acapl by openhw,id am,HEt a Ni-wipnieni operate ms -ft the pro echve Nndng indudai term irl5tallatret inj mdV]I 5 see saepeparalch pian IimediTca with the Tme Pmiscl narsa 6 See thea presa„r tqn plan her term allgnmenl. AI o mire— term shall attend to the uown dhp line TREE PROTECTION -- MAINTENANCE ROAD & BORING UNDER CROWN/DRIPLINE asp irF6r Mwi EERRIIARY 2015 vensouace nee dus� ltiti cra, CITY OF LAKE ELMO E Ir x �---- SILT/TREE FENCE (TYPICAL) k� 0 50 IOP Fog GRAFHIC SCALE IN FEET WILDFLOWER AT LAKE ELMO J T3 iF 3 LAKE FLII MINNESOTA LANDSCAPE NOTES CONIFEROUS TREE PLANTING DETAIL T F, q 7,� F III 7 LANDSCAPE REQUIREMENTS-. 1, ONE TREE TO BE PLANTED FOR EVERY FIFTY FEET OF STREET FRONTAGE_ TOTALPROPOSED STREET FRONTAGE: 23,400 LINEAR FT REQUIRED TREES: 23400/5G=468 TREES 2 FIVE TREES TO BE PLANTED FOR EVERY ONE ACRE OF LAND DEVELOPED OR DISTURBED BY DEVELOPMENT ACTIVITY. TOTAL AREA: 77 ACRES (AREA WITHIN GRADING LIMITS ONLY) REQUIRED TREES: 77X5=385 TREES TOTAL TREES REQUIRED: 853 TOTAL TREES PROPOSED: 930 s— -�— �A IL 17 L) b .. 4.1 ! _�, �i .JSP y ,I u _ '` J}F�` ,`fix y ; r-� _ i; 7TA rr J� r 7 _7_ _I 4-- 2, 7", TREES LOCATED NEAR STREETS TO BE PLANTED A MINIMUM OF 5' FROM BACK OF CURB, SEE GRADING PLAN FOR SEEDING DETAILS LOCAMN r� LOASE 1 N 238 R= I TO 1A J7 DECIDUOUS TREE PLANTING DETAIL 3 L -Li ;kD c.c. 5. 35631 3r Ft9 N tri 7,17 UPCREV., t -us F, G&B t4S .3 nnn A7 a In -,e PIZZ NEEReng4neering %le.Jlli Nil' 55120 PA LL T L -i LL. .. . . . . . . . . . . - Zj—cZZ3--j L—F SHEET < I. chop J1 ,oz=,.L 9-9 NO1103S SSOdO t UE "' 1' _f —77 8 _1IVI30 OilES Nw f1qj,,H mp..['� M6 [R,) .UJ�J.3 Frve vl(..l TM41VP 9.1 Uddu auiq . . 3-in(13HDS 3381 aO_3 L-1 133HS 33S v _11V13C 4T I IZA, 4 ZA — — — — — — — — — — — — — V "' 1' _f —77 8 _1IVI30 OilES Nw f1qj,,H mp..['� M6 [R,) .UJ�J.3 Frve vl(..l TM41VP 9.1 Uddu auiq . . 3-in(13HDS 3381 aO_3 L-1 133HS 33S v _11V13C DETAIL C is -r---1 J T S 2L JI LLL___' L _j- - - I I n : T 7, G: J. •7_ - - - - -- - ----- 4.L DRWE- Z_ 7 _-T r -- 74 1 F it L 2 4F s' - 7' L: T , N tz, bl L I tq, �fz tj L — — — — F (_'T _J Lei J f E—H-1—D P 11TWAlkNEERengineering SFE EE SHEET Ll FOR 7REE SCHEDULE M,Oto I l -,,m %I N 111 ILI 4— i rA _j _j L E6WERLAN'E� _4� 17T_5 7:71. 7- =7, ttt T S JI LLL___' L _j- - - I I LJ__ 4— i rA _j _j L E6WERLAN'E� _4� 17T_5 7:71. 7- =7, ttt VSOS:LWtalt'OI�'F E n 1 1171 LFb55 viUr7NR114'311O1 T%9NNIIY- �r ,ice t..�, .x1 -.vn m 1 tc f rr OZ1591,1Y POI 731175 133ti15.L51&153�M F(73tr NV -1d 's'� -"sl our „y �,H Nm pis anm n >atra,�u�,ef.am.r QIN I� 3?Ib"f Lb'?IdMQ ]dQ'IIAN SMINI /dIr\O� L1Q2I.LSCJIV` L2f3uos �db'SQ�[t I r p, se Is9 r� ;1 Fcti '+ttl � T'pw 4,ar"N,N :n � � V__ .• .Ifil r39rii91 �,°-(l asssdr.];,7 r�+r 1uudduz,'udNHUNZId !r ;— r I s _ I - ;� J - E -� L f'• I _� _ 1nQdHOS 33a1 2iQ3 ll 133NS_ 3JS – Lt --L! 1---i� L _ 1_ 1 •r--: _i -�T.. 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