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LEGEND EXISTING PROPOSED FUTURE DESCRIPTION 0 • • SANITARY MANHOLE -- -•--- •--- 4--- °-- -4- EXISTING SANITARY SEWER r' PROPOSED SANITARY SEWER — FUTURE SANITARY SEWER HYDRANT D4 ►1 &® GATE VALVE D ► ® REDUCER - ---------- ---- ----- -- EXISTING WATERMAIN PROPOSED WATERMAIN - -� -- FUTURE WATERMAIN m ® ® CATCH BASIN ® ® 0 BEEHIVE O • 0 STORM MANHOLE D P ® FLARED END SECTION 0 ® 0 CONTROL STURCTURE - --- '� ^- --- ° - - --P EXISTING STORM SEWER PROPOSED STORM SEWER — »— » — » — »— FUTURE STORM SEWER SURMOUNTABLE CURB & GU' B -STYLE CURB & GUTTER RIBBON CURB & GUTTER 1 ma:PH mwNr W. MF- M PHASE LINE ----------------------- EASEMENT LINE ...................._......... ........... .... _......... ..... EXISTING 2 CONTOUR LINE ............... ... ...... ...... .... . y, ro.. ............................... EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LIN' POND OUTLET LINE - ---- --- "- "L'' - - - -- -- POND HIGH WATER LINE ? PROPOSED SPOT ELEVATION �► •► ♦ EMERGENCY OVERFLOW — .——— . —. —..— — — • ••• ••••••••••••••••••••••••••••••• DELINEATED WETLAND LINE FEMA FLOODPLAIN BOUNDAR' STANDARD EROSION CONTR01 HEAVY -DUTY EROSION CONTI TREE FENCE RETAINING WALL O CONSERVATION AREA SIGN W WETLAND BUFFER SIGN _ = EX. CULVERT EX. OVERHEAD UTILITY LINES EX. UNDERGROUND TELEVISIO EX. UNDERGROUND TELEPHO< — — '• — ^'• —> — ° — °• —a— — •• —••— — ° ° EX. UNDERGROUND FIBER OF EX. UNDERGROUND ELECTRIC EX. UNDERGROUND GAS LINE EX. FENCE (BARBED WIRE) — °_— —•— — .r —.r— EX. FENCE (CHAIN LINK) EX. FENCE (WOOD) OO EX. CAST IRON MONUMENT ■ EX. ELECTRIC BOX C•� EX. FLAG POLE • EX. NATURAL GAS METER O EX. HAND HOLE • EX. FOUND IRON PIPE EX. JUDICIAL LAND MARK EX. LIGHT POLE ® EX. PK NAIL EX. UTILITY POLE - EX. LAWN SPRINKLER VALVE. )¢[ EX. LAWN SPRINKLER HEAD EX. SEMAPHORE 0 EX. SERVICE O EX. TELEPHONE BOX 0 EX. TEST HOLE ® EX. TELEVISION BOX • EX. WATER WELL EX. MONITORING WELL ® EX. MAILBOX EX. CONTROL POINT ® EX. SPIKE EX. SIGN EX. CLEANOUT ..... rW�/YYIJJJ EX. SIGNIFICANT TREE EX. TREE LINE EX. GRAVEL SURFACE D EX. BITUMINOUS SURFACE EX. CONCRETE SURFACE TOP OF SELECT BACKFILL MATERIAL aaooaooaaaaoo a000aooaoaooa GRAVEL CONST. ENTRANCE PI$NEERnmin 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 _.Pioneereng.com REFLECTIONS AT LAKE RILEY 1 ST ADDITION GRADING, UTILITY AND STREET CONSTRUCTION PLANS C HANHA S S EN, MINNESOTA �I - nr-' =1ST ADDITION 1 2, 0 i z: 4 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. H. S1. G1. G2. G3. G4. G5. G6. G7. L1. T1. T2. T3. T4. SPRINGFIELD DR. 3 8' t:1 SHEET INDEX COVER SHEET SANITARY SEWER & WATERMAIN SANITARY SEWER & WATERMAIN SANITARY SEWER & WATERMAIN STORM SEWER STORM SEWER STREET CONSTRUCTION STREET CONSTRUCTION CITY DETAILS CITY DETAILS CITY DETAILS SITE PLAN GRADING PLAN GRADING PLAN GRADING PLAN EROSION CONTROL PLAN SEEDING AND RESTORATION PLAN GRADING DETAILS GRADING DETAILS LANDSCAPE PLAN TREE PRESERVATION TREE PRESERVATION TREE PRESERVATION TREE PRESERVATION 0 50 100 200 GRAPHIC SCALE IN FEET BENCHMARK TNH SPRINGFIELD LOT 10-11 BLK 1 ELEV= 924.90 110211- PHI-CVP -DWG 0 2011 Pi—, P gi uag LOCATION MAP PI8NEERn1ing 110211- PHI- ]II.DWG 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 w pioneereng.co T� SANITARY & WATERMAIN CONSTRUCTION NOTES: . SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2 ALL SANITARY SEWER & WATER MAIN SERVICES 5 r '... __....___.... _......._._ ✓- ..��._ ._ _._.._ _._._.. ..._..__. _- \��\ 3. ALL SANITARY SEWER R EWER SERVICES AND RISERS SHALL __.. BE 6 P.V.C. (SDR 26), UNLESS OTHERWISE NOTED, MH— WITH A MINIMUM SERVICE GRADE OF 2X I 4. WATER SERVICES ARE 3' UP STREAM FROM - - SANITARY SERVICE WITH A MIN 7.5' BURY. -- ` 5. ALL WATER SERVICES SHALL BE 1 (TYPE W) COPPER UNLESS OTHERME NOTED. \ 6. ALL WATER MAIN SHALL BE C -900 DR -18 G UNLESS OTHERWISE NOTED. 7. SANITARY SEWER PIPE SDR 35 & 26 SHALL BE ASTM D- 3034A. 8. ALL UTILITY CONFLICTS SHALL BE RESOLVED -- - ^' � \� ACCORDING TO 9. CONTRACTOR S RESPONSIBLE STANDAR R ALL TRENCH DESIGN - -- 8 -' -- �` p AND MEETING ALL OSHA REGULATIONS. U - 1 10. MAINTAIN 10' HORIZONTAL AND 1.5 VERTICAL - 7 'vPo -..- OUTLOT B SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 11. SANITARY SEWER INVERT ELEVATIONS ARE AT .. I % Q _ -`,.., -' \� END OF SERVICE. 12. ACTIVATION OF WATERMAIN SYSTEM SHALL H -4 13. DEFLECTION PERFOR F R ALLNON— RIGID SHALL BE '* Po FOR COND DAYS A FTER THE FINAL BACKFILL HAS BEEN IN PLACE 1 $ _ - MH -1 NOTE....I CONNECT �,\ 14. THE SEWER AND WATER SERVICE SHALL BE INCLUDED PR ESSURE A LEAKAGE TESTING REQUIREMENTS - '-- ; . 8 -- � TO EXISTING - -"- - -. ,.... SANITARY SEWER. FOR THE ' •' •- t - - --" CONTRACTOR TO FIELD ............... Do ...._. " VERIFY LOCATION & / ELEVATIO ...X �� -_ —[7 ...._. _.. _...... ._ .. ........ - .......__._ .... - __ ' ...._. _.. - _.- . _....._ ._.. ...._ _........ ............. ...... - _. .._ _.. e Z r W e ' e e e e e e e e e e e e e e e e R.ee,.65 LYMAN BOULEVARD o R.e9,.N 0 4 J 9 9 tv -y-�tv tv \ 6 g tv tv tv v tJ�—ty PI8NEERn1ing 110211- PHI- ]II.DWG 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 w pioneereng.co \� 1 HYDRA 1 8'x6'lEE W /6 "GV '� _ I A A ARY SEWER SERVIC WYES A�U C710N N OTES RE "-'- �� ' 8>g \ -I - ' 111 STATIONED FROM DOWNSTREAM MANHOLES. 16 6.•"DI '- P CL52 ��� "`�%' v: 7 2. ALL SANITARY SEWER & WATER MAIN SERVICES \� 2 GND. ELEV. =897.4 �� -� D1 OZ Y SHALL TERMINATE AT 9' PAST ROW. H 1 �\ •, ��� \ \\\ _.__.... ..... 3 ALL SANITARY VICES AND RI ALL S 1 +99 P.V. INV 889 4 ` J A C. Y USDR 6U BE 6" NLESS OTHER WISE NOTED CS NTH 899 4 INV 88 0 -- - - A MINIMUM SERVICE R CE GRADE OF 2R. ' -� \ 4. WATER SERVICES E 3 UP STREAM FROM 8' PLUG 8 1 BEND ' - CS= 899 O S 0 +74 4 O , , -�� OU TLOT D 5. ALL I WATER S S SERVICES SHALL BE 1 (TYPE 'K ") TOP PIPE INV " 2" TEE 5 : 12 x,2TEE D115 COPPER .COPPER UNLESS OTHERWISE NOTED. ELEV =891.0 i - Te CS 698 5. ; r - avo 6. ALL WATER MAIN SHALL BE C -900 DR -18 'F/ - Cq s =D +OS !, D10 2 G ELEV- PLUG SDR 35 & INV =8880 E 7. SANITARY RY SEWERSPI E SDR 26 SHALL z / NF ` CS= 898 0 , - ,/� n 1 ' v 1 V P898 0 I BE ASTM D- 3034A. 5 12 F CONFLICTS SHALL BE RESOLVED � ACCORDING TO CITY STANDARD SPECIFICATIONS. -11Y BEND,'; 5 =0 +63 ,�' / N - - - - \�� 9. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN 30' -8" PVC SDR 26 "`. <. INV =887.3 10 MAINTAIN 10' HORIZONTAL AND 1. ./ -.- E \' / ..- .. SANITARY SEWER STUB r� / CS= 897.3 / L/ w - - LP� g0� - . M EETING O SHA REGULATIONS. 5 VERTICAL PLUG END H _ INV = 887.80 -- ._ / _ \ i i % `� - p \P �� 11. SEPARATION NITA ATION BETWEEN SANITARY SEWER AND WATERMAIN. % �2 AT 0 SERVICE ELEVATIONS ARE - -- 8 "GY \C 12. ACTIVATION OF WATERMAIN SYSTEM SHALL } 1 S =1+42 '`b ` ,B"x8"'EE '� 4 .z� BE PERFORMED BY CITY PERSONNEL ONLY. 13. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE ( INV = 889.0 / 01'78" CONDUCTED AFTER THE FINAL BACK FILL 26 FlLL HAS BEEN IN PLACE SANITARY SEWER STUB FOR 30 DAYS. INV =686.6 MH -1 PLUG END 14. THE SEWER AND WATER SERVICE SHALL BE INCLUDED CS= 899.0 S =0 +77 /' �a _ `'..\ /�� �. - . 1 CS= 898 �� '.GOJ \ INV= 883.16 IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS y FOR THE MAIN LINES. S-0+12 ' ..Q >. INV 6679: CS 697 tJ 3 1 2 9` / •°p Q' �. 3 F ` 3 H -'i I , »�\ - I 4 ; OUTLOT B SEE SHEET 3 SEE SHEET 3 w zNa BENCHMARK o zs so loo CHESTERFIELD LANE ' ' �� LAI ROAD E . ELE SPRINGFIELD LOT 10 -11 BLK , ° O °� a ° ELEV= 924.90 GRAPHIC SCALE IN FEET <' w .m.m tV 6 . 0 'n�V m 01 F nm'07F� 915.. _�ZZZH EXISTING GROUND _ _. _ ...... ... . 910. .......... .. ...... . ........... ........ �:.:. 910... .. ....... :........ :: .. ... .. ... .. .. :: .: ... .. :: ` .:: ::: .. .. .. .... .. .. . ... :..905 ..m . 3 :' :. � ri� .: : _ ... ... .... ............................... ........ ............................... W 0 m e l. m ... ... N...................... W: o ...................... ....................... .... Q . .. ... ......t0 m .....:.:.. ........ m m .. W = I. .. : ....... . ... pj.m 1-- .... ........... ... . ... .... ...... .. ..... .... ... ...... ... ....... ..... m . -..... .. .. �I. .I. m. �.. ... .. ..... ........ .. ..... .. .. I . m. ..... .... ......... ... ...... ...... ... ..... •O ... .... ... ... .......... DlN .........:... .... ....... ...... ..... ....... �, �4 .. H �. O ..... ..... .. ... .. .. ... .. ... ... -. ....... ........ ... ..... ..° m 1 .. .. .. .. ... ...... z 7 5 MIN. .BURY .. �.> > ...... ..... ..... .. .... ... .... ... ... ....... 12» 1p mF� : : .Om W.: :.. .: : : ..NX ......... . .. .. .. .... .. 9 OO ..:.........:...:.....:........ too- 'a ....:.......;: c cd aI ........:..:...... ...::.: ........:........ 4�" PLUG.......:...:. . ..:..: ....... ... :::. 900..: .........� - z z....... ...... .... z ...... _ �» � � �°° TOP : P.IPE:. z. .. � ......... ... .... ....... ...... .... ... .. ... .... ....: .: ...: .::: . .. ...... ... ....... ... ....... ........... i ......... ... ... ... ... ..:. :.: :: :::.: ::: .. .. ....... ..... ........... .. ...... .... .... ..:..: ..... .... .. .... ...... ..... ...... ......... ... ... ........... .... ... ....... .. ... ....... ... .......... . : ...... :::..... .:' Z zzN:. ... .:::: :::: :: ..:. .:::: ::: :: :: ::.: .. 895 .. :.. ..:.:..:.. :.....:::.:.:.......:.::::... :..... ....:..::.:...:.... ..... ::..::.....: "oQ o REV— r .. ................... ............................. ............................... I ........,�: ..al ............. ....:.........:................ .895. ...... ........ 7 5 MIN.................... ........... �....... .... R . fg: : ........ . :........ PLUG 8" STUB: .. A#20POSE ..... .... .EL' =891..0 :::::: ....: ... ....... .. ..:: ........ ..........,...... ........... ....... .::...:: ....... .. ............................... ... .. 890 ..... ::: ::: ::: :::: :: 11 .. . .. I :....... ii: 890 . .. PLUG 8" STUB _ ... :..x .: ?.: :....: ...:....' . ff..........................,.......:.:.......:.:......... :.........:.........:.........: in I ............... at =AIB,80 :.::: . ... ..._� .......C9OO.DR- fB'WM:::.:. .._.. I....................... ............................... ..... ...... ...... ...... .... ..... .II ....:......'.::: ::: .. ... ..... ..... ...... ....... . .. ... ....... . ..... .. .... ... ............ ..... ...._ ... ..... ... ....... ... .. .... .. .... ..... :8' PVC. SDR:35:......... ..LUG w STUB $8.5.. _ 885 . ..... .0'0.40R ........ ...... ........ ........... ... ...:.:.::.:: .. ... \ ........... .. .............. ...... _ ....... ... .. 8Q' EL 883.,6 7 :I. .. .... .. .... .. ... ... O 0:788. ��... ....:: .::: :: .... .. .... ... .... ...... 8' PVC SDR 35 I 1 . .. . ®.1_847.0 :. la:a:l ..... .... .. .. .. .. .. :. ... . .... .. .. ... .. ... .. .. .... ... .. .. .. - - .... .. .. ... .. ........ : :.: .:: :. .:: .: .. ... .: .::.: :: ...: .::. : .: ::::. .: .. . :: 8 .: 8 ": DIP CL52 8Q ..:..:......:..::. ^is 4R : - . - . ...:::: ... .:.......:.:. ......: ..... EXISANG•GROUND .. ..... . ... .. .. ... ... .... . ....... :........... .6 A 0309' 36: ® 0.409 26 . .... .Lr�...... ............... ................... . 880 :: ....... ....... .... .......... .. ......... ... ..... ........... ..... .... .. ........... 875 ..:.....:...: _ ..............................................................................:.... ............... ................ 87.5..: ................................................................................................................................................ ....................... PI$NEERnemin 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 _.pioneereng.com 110211 - PHI- 313.DWG l » J , 2 �, y ' V ....._r .. .. C -11 5 J ' 20' -6" HDPE D.T. C.0 / ' 140' -6" HDPE b T `. 6 , _ - 0 +3716 RIM: 898.1 / 3 +9712 ./ INV :895.1 ✓ ✓./ , ' I MH -107 1,� ,` a HDPE D.T. 4 +31.53 �\ <� GO �FL CLEANOUT (TYP.) 5s +24® r 1 iil N EEAengineenng (651)681 -1914 thereby «&., ydda p1m—pmp,r by lae,i:io� Mend.t Heig eDfive m< m and. y di mmct mp d thyI clm —an N IohnM M.U.— Mendota Heights, MN 55120 Fax: 681 - 9488 amadwy Lux dPmfineiw Engineer wW W.Pioneaeng.eom ender Nc law: of the Sum of Mim.,um P, g . No. 45831 D 148-11 0 2010 Pm Fvinee,inz Hl�y� D ..� 4' PERFORATED HDPE D.T: (T'YP.) �'-... Dmwn imm OUTLOT D / BASIN 100 Ol1T1 FT_A71 n STORM SEWER CONSTRUCTION LENNAR 935 EAST WAYZATA BLVD. WAYZATA. MINNESOTA 55391 STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R -3067V NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24'x36' SLAB OPENING FOR R -3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE (D.T.) TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE (D.T.) TO BE PERFORATED, CORREIGATED DUAL WALL SMOOTH LINE & PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN —OUTS SHALL BE PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF —SET TO BE VERIFIED BY CONTRACTOR & INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SHALL BE SET ACCORDING TO BACK —OF —CURB. STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB -111 27" DIA. R -4342 CB- 112 36 "X24" R -3067V CB -114 36 "X24" R -3067V CBMH - 104 48" DIA. R -3067V CBMH- 105 48" DIA. R -3067V CBMH - 106 48" DIA. R -3067V CBMH- 107 48" DIA. R -3067V CBMH - 108 48" DIA. R -3067V CBMH - 109 48" DIA. R -3067V 48" DIA. R -4342 113 t 48" DIA. R -3067V MH-1 110 02 60" DIA R -1642 03 60" DIA. R -1642 110211- PHI321.DWG REFLECTIONS AT LAKE FdLEY 1ST ADDN. 5 of 11 CHANHASSEN, MINNESOTA 1 i OVTLlOT C \ /5 i I ( i l: / 3 , 4 " PERFORATED a 10GO .03 �� \.......L ,HDPE...D T (TYP.) .. -::.:• 0 I " p"`pppppll;` - 4 "-H PE 6.T CLEANOUT (TYP.) / 11 +21.13 56s3s 10 +20.08 5.7 `., OUTLOT D 9 +35.79 SEE BASIN OUTLET INSET D101 D102 ....... __ ....... .. ............. ........._. HIGHLAND COURT STRUCTURE TABLE STORM SEWER CONSTRUCTION NOTES. �® 1. PROVIDE R -3067V NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH CB- 119 BASINS UNLESS OTHERWISE NOTED. o zs so too 2. PROVIDE 24"x36" SLAB OPENING FOR R -3067V NEENAH CASTINGS ON ALL 36 "X24" CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. CBMH- 115 3. DRAIN TILE (D.T.) TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE (D.T.) GRAPHIC SCALE IN FEET TO BE PERFORATED, CORREIGATED DUAL WALL SMOOTH LINE & PLACED AS BENCHMARK SHOWN ON PLAN. DRAIN TILE CLEAN -OUTS SHALL BE PLACED AS SHOWN ON PLAT TNH SPRINGFIELD LOT 10 -11 BLK 1 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR & INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SHALL BE SET ELEV= 924.90 ACCORDING TO BACK -OF -CURB. 48" DIA. HIGHLAND COURT NORTH D101 D102 ....... __ ....... .. ............. ........._. HIGHLAND COURT STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB- 119 36 "X24" R -3067V CB- 120 36 "X24" R -3067V CBMH- 115 48" DIA. R -3067V CBMH -116 60" DIA. R -3067V CBMH - 117 48" DIA. R -3067V CBMH - 118 48" DIA. R -3067V MH- 100 48" DIA. R -1642 CS -100 SPECIAL SPECIAL 1' FABRIC OVERLAP FILTER FABRIC WRAP FILTER FABRIC WRAP SHALL BE MIRAF1 NONWOVEN (140 NQ EXXON NONWOVEN (GTF- 130EX), AMOCO NONWOVEN (4545), OR APPROVED EQUAL. TOPSOIL 9" MINIMUM MIXTURE OF 50% GRADE 2 COMPOST (MNDOT 3890) & 50% SAND MEETING ENGINEERS SPECIFICATIONS. — COURSE FILTER AGGREGATE - ` - _ . _ EXISTING SOIL SHALL BE ARED'TO A DEPTH OF 1' '� — / \ BELOW THE DR INTIL INVERT 31 4 MINIMUM (MNDOT WITH A RIPPER BAR ON A WIDE TRACK 3149.2H) DOZER. 1.5' 6" HDPE CLEANOUT. 100' DRAINTILE 4 \ ' \ MIN. MAX. SPACING. SEE CITY \ 6" HOPE SLOTTED AND FABRIC DETAIL 5234. OUTLOT A BASIN 100 ` " WRAPPED PERFORATED OUTLET =871 0 UNDERDRAIN PIPE \� STOR. VOL =1.991 AC-F 6" HDPE D.T. \� 1 CLEANOUT i 6' PERFORATED ��� - - -- - - - -= HDPE O.T. INV =869.0 q ao � 11 s � ( I� 1 I 1 6" HDPE D.T. 11I 1 1 CLEANOUT 1 POND OUTLET CONTROL'S STRUCTURE. \ SEE DETAIL SHEET 11.- V �\ , ',OUTLOT D"� i I' OUTLOT A� DNR 10 -213W \ \\ \ 6" HDPE D.T. CLEANOUT �\ BASIN OUT 6" HOPE D.T CLE;�S \ �\ HW1= 873.72 1 \ \� WET. VOL =2.654 AC•FT I r 4i �, Bw..E SEED " IE� (nxi� TMasnMeEO u¢,s r ntm F W SIn .ca+EC�re 4EOFIG,11 Fam nox mvnr MLII E �, ryepy,LL L) SIDE - lllEL (� EqE ¢on Fa,�P INLET PIPE SECTION DRAINTILE FOR FILTRATION BASIN (TYPICAL SECTION NOT TO SCALE) ................ ..... ... .... .. ........ .. ....... ....... ......... ....... ... ..... .... ...... N...... I W.. .... .......... ........ ... W N N 915. ...... �N d a4 r0O 915 aD 0 tu: .. .. ............... .... .... ..... ... ... .... ..... . -.... .... ..... ... .. Z N,I .. .... ,e o C ...... ... ... .... .... ... .... ... Z 1 I � 3 ..... � 1 ...... . ..... :.. 910 ..::. .....::: ..... ... ... .... ....... ... .. ...:..... .... .N: M - ..:. .. ..... Z=... w p f > >: .. :: [ :::. ::::.: ::::::::.::::::: z j :::: ':3 3 I ......... ............. .:::: - pp N ......... .... .. .... ..... .... ..::::. y W 0F: ..... ... ... .... .. ..... :.. -: p .: m, aR :.:..:....... :...... .::. :.:::::: .::::: .:::: r, : 2: 'r 00� ...... .. .. .. .. ........ ...... - :..905 .. :. .. ::. z "I : "IN .. 1m..Zp0 ?- I - .. ... ... :: m .. mma ...... .... .gym ..: �,;..... 0�,'� .. .... ... 71. _... » >:17 �ZZZ co .. ... .... ZZ . ..::...:.::.:. >> .1 Z '.:. ............. ... orp'••J ........9 Q5. . ....... ........: ... ...........:......... ..... .:. 7 .. coo % ..1. p.Z: ? O ..................... ........ ..... .:.: ........: ......... .. .... .. .. . 3 .... .. ... ... .... .. . - ro . ma�'om .... .. ... .. :... .. .. 12 "RCP CLS .... .. .. i 91.339. .. . ... - z?z ..... ... .. ... ..... .... ... .. .. .... .. ... ... :.. 900 rnzl I I I �� mzp .. ..::- / 12 "I = -- ...: ... ..: .... .. - .. 'n. `N ::: ::' ..:.........:......: . �, :........�� .....:...... ........... .:.......... OIO.y..l_ -- -"`: '. .': 900. .:..880..:...:................: H � ) . :::....:: .......... F....... .. ..:... :.; - ., -� .. : : :. z............................: j ... ..... ......... ........ ::::::::: :.:: ::....::0 �.:::::::::::::::::: . ..... ... ... .. .. M �yp:: . Pam m ... .. ... .. : / ..... II. :JQ1 ! /... .. II ::: "::::. ... .. ... ... ..... .. ...................... ............ ... .... ...... : :: �.. .... ... ... ..: :..: :. :... m " .. ...... .................... :..89.5. ... .............................:1 ........ z z �.. .... .. .......:..:..... 12" RCB /CL5 1 / •i�•8:969. <.<................ .li :. -- -- .... ... ........ _ :. .) i _ ,.........�. ........ .. .. ......... 895. 7 85 .......... ......... ............... 27" F.E.S. ::... �:. - ] �I o . ::...: . :: . ..: . . .:. . .......... . •• ::. 3? ::...:.:.. / / z p ........ .. W/TRASHOUARD r ..........'...:. 31. :. Z.. .:.::........:.........:....... . �.� y :..... V1IX. 129 (PER: CITY DETAIL: 3107 &3108) : z• 27" F E. S ..... ..... . . . t [...... .... 0 5 G :......... 0 ..... .......... . .. C T. =CL : 111 : RIP -RAP DETNL 3108). 890 .. ..... ... ..... ..... .. ... .... / , �1..... 88 ':II. ii :: 11 11 ..... WJGEOTEXTILE FILTER BLANKET.;. 3 JOINTS; TI E LA$TY3 JOINTS.:: .... .. .:. .......... ............................... .. .... ...... 5..11:.:......... ........... ..:: a ::: .... .. .. .............. .. ... .. (9 ...... ....... .....: .89 0 ....... 8 70 - ....AELAST .. .:::: . ....: ....:... .. .::TIE ...... . 870 ' ::....:..::.........:..... :::..:: :: - Z :.:.......:...... ........:.........:...:..::: ........ 88.5. .. iii' f i. i ::....:... i s :. ::::: :::: " : :. ::27" CC3 1 . ,... /i ....... ..... : ::. - ....... .: . . ........ ........ p 88.5..:..86.5....... :: . ......... 0 RCP: 0.309... .. ..9 R 5. i I : :: N I x.':: 25,.... :.........:.. ..... 27 "RCP CL3 :.::..86.5.. ......... .. .. ... ... �� 1 1 - -'-- - ---- - - . -- - ^- --- - - -- -- - - - -�{. --- _ .. - -- .... - - - -- ........ .. .... .... .... ...... ::B .. ... .. .. ..... . CL3. ... 27 :RdP .....: O 0.00% . .. . ,- - :--- - > - - -- �' -... _ .::: ... ... _ .: ...... ... ... ... :. . � ' .... . ..... . ....... " .: ...... : ..:..:.:....: .....................- .................... .: .. ,880 860 ............................. ... .. ..... ........... .......... 87 :....:::.........:: . . :.:.......:..................... ...............a............... ..........875............::.::. ..... ... PISNEERne1mn 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fu: 681 -9488 _.pioneereng.conn 110211 - PHI- 322.DWG © 2010 Pio Englnccring PERMANENT TYPE BARRACADE OUTLOT D ENF STOP SIGN (R1 -1) LAKEVIEW ROAD EAST HIGHLAND COURT CT _ - ENa Z - U � - ffEE€€ H. P. 12.39 ...__u.00 ...__.._ I I TYPE TURNAROUND 2 : 6" CLASS 5 ' ;'a I � -J I N I + I ? I Go I I I I I I I GEND 08.15 = FOR SURMOUNTAB CURB 08.32 - TOP OF CURB ELEVATION FOR B -STYLE CURB 07.82 = TOP OF CURB ELEVATION FOR RIBBON CURB = MOUNTABLE CURB & GUTTER = B -STYLE CURB & GUTTER = RIBBON CURB & GUTTER ► = CONCRETE PEDESTRIAN RAMP ' -n \ os. 1 \ ' \ l 65 \\ CURB \ \ 4 \\ \\ 1 \ OUILOT A I - / / / / �-_ - -- ]tiC _ 2 4, 7 /I ' CURVE DELTA LENGTH RADIUS TANGENT \ \ S� \ \ \\ 2 49'28'17" 3 \\ \O 1 \ 1 \ CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT C1 49'28'17" 241.76 280.00 129.00 C2 82'48'43" 469.74 325.00 286.59 C3 33"51'05" 177.25 300.00 91.29 \ \ / OUTLOT C \ J PL CL 30' PL / f Gutter 0 Above Ed Wear Course to be 1 2 w v v y r v V Edge o P V << + 3.0% 2.0% �a� A WARNI G! N 5 4.2 .\ LIGHTING POLE (1'* CITY DETAILS 5240, 5242, & 5243. � v / 1S' // I 1 II'. L STRr E SIDEWA- 5214 / / OUTLOT / 8 / / STREET SIGN /KEEP RIGHT (R4-7) /+ / .7 / 0° / - - � L- - 1 m� 2.0 I UNDERGROUND UTILITIES CALL 48 HOURS BEFORE DIGGING GOPHER STATE ONE CALL TWIN CITIES AREA: (651) 454 -0002 MN. TOLL FREE: 1- 800 - 252 -1166 I i I I 1.5 1 r Draintae 4" Topsoil, Seed 1 %2 " -MNDOT 2350 LVWE350308 & Mulch or Sod. L Drolntile Tack Coot - 2357 Surmountable 2 -MNDOT 2350 LVNW350308 Concrete Curb Z) 12" -pass 5 Aggregate Base. 100% Crushed 24" MNDOT 3149.28 Select Granular Bo- (*See Note 7) TYPICAL STREET SECTION (NOT TO SCALE) E SIDEWA- 5214 / / OUTLOT / 8 / / STREET SIGN /KEEP RIGHT (R4-7) /+ / .7 / 0° / - - � L- - 1 m� 2.0 I UNDERGROUND UTILITIES CALL 48 HOURS BEFORE DIGGING GOPHER STATE ONE CALL TWIN CITIES AREA: (651) 454 -0002 MN. TOLL FREE: 1- 800 - 252 -1166 I i I I 0 Q I L I wl 8 SPRINGFIELD LOT 10 -11 BLK 1 Z) O s. m Z l l I I .... ........ J r. o.m STOP SIGN HIGHLAND COURT r �RFI / / / 1 I 01. 6 -- -ONCRErTE APPROACH / , NOSE, 4 / / I I I I I I SEE F�NDOT PLATE 7113A0 zs 50 too I I I I I 1 5 i 6 7 I I STREET SIGN I GRAPHIC SCALE IN FEET ST ISIGN (R1 -1) .40 I I I L N BOULEVARD MATCH BENCHMARK HIGHLAND COURT I I I I HI LAND COURT I 8 SPRINGFIELD LOT 10 -11 BLK 1 ...................... ............................... l l I I .... ........ ELE ELEV= 924.90 .... .... .......... . .PVI STA: 13 +30.00::: ...::: ::::°.'. :::::: .:::: .°'...::. ..°.'. ::.:..:°'...- .....N ::....� ..::::::rr°.:: n.::::.. rn.... .._. .. ::::. ::::.. :::. .:.:::. ... :::::o .... ...... PVI:ELEV::912 69 ::: ....... ....... ..... ..... . O ^.........�..... 0 ......... 0 .. .. N........ .. a d.. .......�.........�......... ri ... �.... a .. . u o.: N .......h....:..:N::_�:.�.. .... N ....:..�..::: �: m ... .. :M :.. . K:::26.67. .::.. ...... .. . .. m rn rn ..rn.. an m.. m ...rn.... m ... m ..... .. .. a0 ......� �. m ....:::� .. :.::::::m m � ... m .. rn rn .. � m:: ..:�:: ...:r. .. ..... o ....:'o.:....... ............. .. ............... --- HIGH: PT.: STA: :13 +80.00 .....PVI ...... STA.' .11 +00.00...:: ......... ... .._..... ...... ....... :::: ..... :......: :.:::::.:::.:........ .......... .... ...... ................. ........ ::::: : :. ::.::::::.::.....::.:.........: .0 : HIGH PTELEV:912.3 :. � ':::::o ...: ...... . .... ELEV ;988 . .:. o .::...::: o ........... ......o K: 25.00... .....LVC:.700.00 .: .. ...::.. _ _ ..... ....... ...... .... ... .. ......... ..... ........ ...... H :..... P ....... an ...:::.... 9M N ...... ... ......N ............... .....�. ................. ........... ........... .. .. .. ......... .00 PVI ECEV -500895 79 :::..::: .... LVC 100.0004. .... ..... m........... � . ...... ...� . --- ':::.:.a ...... ......:...::$ ..... ......:.::::::.:.:::.::.....:::..: .. .:............ ............ ...::::.:..:::::..:::::.. ::.::::::::.::::::::::::::::::: ......:. . .:K .::::::::.....::.:::.::..: .::::::...:..:. .... ........................ .. ...... ... .... .. .. ........ ...o :.. ....:....................: .. .... 9 ...... :....... . w ... .. ...::. L4, .... ::::�. N......: : : ::.+ �n ^ \ :: N 0 N::.. .... :. :::::. ::::::.. ::::: :::::: :: .:::: :::::: ..: .:::::: HIGH :PT.STA 4+71.42 ..: :.: :...:: � ....... r0 .:':: ... + n. .. rn \` ::: :. rn::::: ::: :: 0 .HIGH: PT.ELEV::895.4Q� :::: :::: .::::: . rn:: o _ " j. a w ...... ..... ,....... w ..... ...... .... . ............................... XISTING GROUND. ........ ............................... of �i rn ...... .... ..... �i N ...... ............................... ........ J.. 5 W .... \ ..... , a W ........:.........:.........: 91 0 ... ., .... ... ......... ........... ... .... .... ..'.:3, ... .: ..... .::: ...... ..... :.:..: ... ....... SED GRADE .. ._ :. ' :..... PVI- STA.-8+00.00 .. ELE ... VI: V:884.79a5a ... ...... n:+ n rna ... ... ... _. m .... .... .... .... .......... .... 'o a°ro: PVI:STA::4 +00 Otl:::: .:: .::::: :... ... ..... ::: ... ::::.: .. ... .. ... X 4.00.: .: ::: ::::. .........ig ,::PVI:ELE.V::894.79 w... K:18.47 .:::::..... :...::.. ..:.........:................... :..:::. ..... ....... .. C: 220.00 .: ::: ... LV ':: LVC:.100.00 9 .. LOW PT. S,TA: , 7+65;64: ....... LOW PT. 'STA:' 4 +31.53 : :: .:........ ..... . ............................... ....... . o o .:.. .. °0 5 2� o rn: .r eF. .. o .pOj ' q : . ...... . .......................... .................... m........... ............................... m . : ......... .... :........ m ........... ... ..... . ..... ....... ................... _.... ........ ......... 900 CL J CL w" w aw �� . .. . :: ... .:: .::.: .: \ �O$ ..: . :: ::: :: :a ... ... .... :: aw :: 895 .: .::.. ::: :: :... :... .. ..: .........::......:.:.........:: ............................ ............................... ...... ............ .............................:. . ..... .... .:.. . .. ... .. .. .. ... :. ... .. . ......... . ..... ... ....... . .. :. .. . :.. 89 ..:......... : w ...... ... :: .: . ...... .... :... :. :.........:.........:.........: . : .................... ......... . ........ ..... ...................:. :.. :......: _ .. ...... . :..890.. o :' :: ` o: .. ..:: :::::: ::. ... ....... c ..... .... .. . .::: ..88.5.. :::: :..:.:...:.::.:....... �!n. ......... w ..... .... .. ......... .. . � ...... ....... .. .. .... a .... .. ..:. ....._. ........ ....... ... .. .. .. - ...... m N m .. .W m .. .... ........:::......... .. W0....... .......... ......... .... : ............ ..... ...:........zy...........: 885 ..... .. .:..... .....:........ \ . ... ... ............ ............................... ( //,W............ W................... ... ...... .. ... ....... ... ......................................................./ ... _ .... .. ... ....... ................... .... ...................... ..... ...1 N W �.... : 14+00 13+50 13+00 12 +50 PI $NEER 12+00 11 +50 11 +00 10+50 10 +00 9 +50 9+00 8+50 8 +00 7 +50 7 +00 6 +50 6 +00 5+50 ......................................................................... 5+00 4+50 4+00 3+50 3+00 2+50 2 +00 ............................... 1 +50 1 +00 0+50 .................... 0+00 ne�ng rnneHCnr®as uxa nwwaiu uxo sucverou uxoscnee.uraerecrs S=7(S1R331) 110211- P}i1- 331.DWO (651)681 - 1914 2422 Enterprise Drive Mendota Heights, MN 55120 Fax: 681 -9488 WWw.pioneereng.com 1hereby ceniryw duspn was,veWedby - or abler my dimcnupcn�uion and rhm 1 Name amadWy LiumedProfuswulEngincer ,abnM. Maliaa<a R Dme Derr d 1 -28 -11 NAP STREET CONSTRUCTION LENNAR 93 WAAYZATA. REFLECTIONS AT LAKE RILEY 1ST ADDN. 7 OF 11 wdcr the lawn of the Sm¢of Minnemm R,. Na. 45831 D 1 - 28 - 11 Drawn tu. MINNEOTA 5591 CHANHASSEN, MINNESOTA © 2011 Pioneer Enalmerine WARNING! UNDERGROUND UTILITIES CALL 48 HOURS BEFORE DIGGING GOPHER STATE ONE CALL TWIN CITIES AREA: (651) 454 -0002 MN. TOLL FREE: 1 -800- 252 -1166 CURVE TABLE tIJLNU DELTA GE D 08.15 = FOR SURMOUNT C4 BLE CURB 08.32 = TOP OF CURB ELEVATION 53.74 FOR B —STYLE CURB 07.82 = TOP OF CURB ELEVATION 275.09 FOR RIBBON CURB — MOUNTABLE CURB & GUTTER Above Edge of Cutter = B —STYLE CURB & GUTTER o = RIBBON CURB & GUTTER ► = CONCRETE PEDESTRIAN RAMP CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT C4 30'04'58" 105.01 200.00 53.74 C5 18 90.63 275.09 45.73 PL CL PL 30' 30' 15-V to Back 15.5' to Back TNH SPRINGFl ELD LOT 70 -11 ELK 1 .............................................................................. Wear Course to be 1/2' an an Above Edge of Cutter ..... ... ... .. .... 9 1 0 : ::............. .... o 3.0% 20x ..::....:... ....... .. ...... .. .................... ........ ..... . 1' Draintile 4' Topsoil, Seed 1 �2 " -MNDOT 2350 LVWE350308 .. ....... ... ...... ..... ...... ..... ... & Mulch or Sod. ............ .. ... ' N ELE :.897.09 ... ' Draintile ..... ..... ... ..... .. .. ..... . .. ........ Tack Coat - 2357 Surraa„aranl. 2' -MNDOT 2350 LVNW3503013 / Concrete Curb 12" -Class 5 Aggregate Base, 1008 Crushed * J / / 24" MNDOT 3149.28 Select 0 25 50 100 / Gronulor Borrow (-See Note 7) TYPICAL STREET SECTION GRAPHIC SCALE IN FEET BENCHMARK CHESTERFIELD LANE PI FNEERneeHng 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 WWW.pioneereng.com SHEET 8 (SIR 332) 110211 - PHI- 332DWG Q 2011 P-,cr E�aewing ,NOT TO SCALE) TNH SPRINGFl ELD LOT 70 -11 ELK 1 .............................................................................. ............................... Ca on an an =924.90 ..... ... ... .. .... 9 1 0 : ::............. .... ..... : . ... .... ... .. .... .. . :: ..::....:... ....... .. ...... .. .................... ........ ..... . .... ........ PVI �STA:• 1+00:00 ...... .. .. .. ' .. ....... ... ...... ..... ...... ..... ... .... ... .. .... ... .. ............ .. ... ' N ELE :.897.09 ... ' .... ... .. ....... ..... ..... ... ..... .. .. ..... . .. ........ ... .. ........ . . .... . .. ....... .. .... .... .. :..905..:...... ... .. ... .. ::. ................... ... ...... .......... ..... ............... .. ......... ..... .. .... ..... ........ ... ...... ........ ................................ ... ........... ...... ......... : ............ ....... I..:::::::: ... .... .... .. ... ......... ............ . . : ... ......... ..... .. ....... .... 0C) ......... .... ......- .............. .. ...... ... ....... ........ ... ............ ....... .. .:: ..... .... .. .... .... ..... ... .. . :.. 900 ........ ...... ......................... .......................................................... .. ......................... ............................... ...:::::: ....................... .............................. : ::::::::::::::::::::: :::::::::a w:: :::::::::::::::� J::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: . ::::::::::::::::::::::::::::::. ................... .. 900 ......... ... ... .. ... ... ..... .. ... ... ... .. 0.75% .. ....... .. ..... ... .... .... .... .... .. ... ... ... .. .. . :..89.5..:.:....: .. .. :. : ... .... ... .... . ... .. ............................. ...... .... . ...... .................. ......... _. OSEO GRADE . ... .. ..... . .. ... ... .. .. S GROUND: ... .... . .... .. ... . ::. ..::........:.........:::::. ..... .. ... :......... ..... . .. .. . .. ...... .. .. ...... . ... . .. .... .. ......... .: .... .: ...... . . . . .. _... .. ... . _ \ .. ... :.:.:: :: ::. 885 :.I..:.':.: ::: :: ::::.. 1. :: :. .:.:.. .:: . :: ................ ......... ............................... ... ... :: : .:: .. .............. ..... .. . . ............ .............................. :: :. .... ... ... ... .... .. .. ... .... ... .. .: .. .... _ .. ... ... .. .. . ... .. _... ... ... _ .... ... . _ ... .. . _.. .. . ..880..:..:.... . .:._.� :. ................. ............................ Z o ......................... .. . . .. ..: . .. A ........ .. ... 0 4 .. . _ ...: .. .... ...... ........ .... .. .. ..... ... W .. ... ...... ... .. .. .......... ....::::.......................::..............::::........::.::........::::... :: W ..........:..:.::..::....:.:: N W .............. ::::: :.:.::....::::: .::: :: :...:::::.:::::. . .............................. in w ::::::::::.. ::::::.: N W .: ...::::::' .::::: :.::: :::.... .:::::: �:':::. ::: .... 3+50 3+00 ..................... 2 +50 2 +00 1 +50 1 +00 0+50 ......................................................................................... 0+00 ............................... PI FNEERneeHng 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 WWW.pioneereng.com SHEET 8 (SIR 332) 110211 - PHI- 332DWG Q 2011 P-,cr E�aewing Emnbk Tee or mrNla. m PLAN VIEW w EUGUD ON I/! RENO 6 6" PVC SDt -26 %E wx. AOPE 1 /a' PER f00T TOP COVER REMOVED A ANTT u IN R � 2 MIEN 5/.R�T R Y Net tR SW �. Y 2T me .ax tla+w1 m� w 2 eernatlee INCk Iwm ©nm ENGINEERING DEPARTMENT %,aE Iro_ 2QQ7 (Hro) © ©omo b R W - R/w ECCENTRIC ,a My WATERTIGHT MANHOLE MHI � ,• a» 1«aup vreMbn er waPr,r F• R/W R/W A. MOIL e»e ..m w a eH e.a O m p P, Mm e ° .d»� 9 ma D ao jantl a was ua fiedr m , NI. weoa•.e eke.dk (iffy TYPICAL INTERSECTION ENGINEERING DEPARTMENT tiTE xo- 1001 Emnbk Tee or mrNla. m PLAN VIEW w EUGUD ON I/! RENO 6 6" PVC SDt -26 %E wx. AOPE 1 /a' PER f00T TOP COVER REMOVED A ANTT u IN R TIE DOWN DETAIL 2 MIEN 5/.R�T R A f J. Q£A OUT H (rmw In" T 2T me .ax tla+w1 m� w 2 eernatlee INCk Iwm ©nm ENGINEERING DEPARTMENT %,aE Iro_ 2QQ7 s,wa x..wn © ©omo mwj R19nIJ n apetl, 1a AAmFwn Yww apprara b- "0 "- ftby yaaet ECCENTRIC WATERTIGHT MANHOLE My WATERTIGHT MANHOLE ENGINEERING OEPARTMENT — xD- 210$ PI$NEERnee-rin crvaexcDlems unoywixeRS uxD.sTnveroRS wmscnrenRaBrecrs 2422 Enterprise Drive (651) 681 -1914 Mrndom Heights, MN SS 120 Fu: 681 -9488 www.Pioneereng.com O 2011 Pi— F.Sx —mg z � span aaca alwle � p. �wW w lagw S'. 1 Di�aan 1 pwub pule w fiaia�� •!' YFNnum. M e PNw P p y Nxy »e Oat.m. - a PUx w,' BExOS P,IN �!' BEXDS IN —1.1ACT H IN. E UU--NT %E a�1Me� M.n. -A Pl/N 22 I, BD95 CONCRETE THRUST BLOCKING ENGINEERING DEPARTMENT I TB NO' 1002 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS 20X INCREASE ON ALL BENDS THE TABLE w.S DEVAOPm F— Cl IOENnFLD m M .r. W •.—I —.1 061Di FCR WCntF IRD+ %w P19L11 BY ME — — %E ESEAROI ASSDOAT. (Dii THE R TA1 0 . E�5 CpV- MAN S A IF —NTT — D L. c C011DRW5 ARE ExCWNTEREO. aff Of RESTRAINED PIPE REQUIREMENT FOR DIP ENGINEERING DEPARTMENT I -- loll YANNO,E FRAME AND COWL IA BARRIER' INNER YANNOIE RNO SEAL NDPE DR PRECAST AA YAx PRccA COXPiEIE AD. Me RINGS BY • SlibfE PRmUC15 W AP%MVED mUA. P . MA BLOCK, OR M. MANNDE COME ASIIC SEA. BERIEEN WRBEL FRAME AND S1RUClUE M• 1\ O(ipMA. SF 5 AT BAR161 AHO WILE sErnw Jaxrs a BAXITART APPUGTOHA Iw AwwoNm y THE As E91ARm By TIN: ENOMifm. 1 �11a11 TOP OF SEA. TO 1 ABOVE TOP DF RHOS. CASTING SHDUB ta¢ REST DN SEAL 2 PLACE ""'C• ON TOP 6 CONE SECTION AND BFluG1H SEA. S NOT TO BE USm NHEX THEME ARE MOUE THAN 5 RINDS DR NO RHOS A W"fl TY 41 IXNIFNpgT FOR OR AT � gtt QROP I & BARRIER ENGINEERING DEPARTMENT ° wo- 2109 AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG wTH NO ADDITIONAL CWKNSAT M. QffOP AIR BLEED amm DETAIL ENGINEERING DEPARTMENT ° x0 " 1003 G R VARMBIE Z 9 ' w EUGUD ON I/! RENO 6 6" PVC SDt -26 %E wx. AOPE 1 /a' PER f00T SEE NOTE �Ih %E .-E— Wx. ANTT u IN R NO1E5: 2 MIEN 5/.R�T R A f J. Q£A OUT H %PE AHALL BE BEDDED ON GRA,1UWt BORROW 31M 0R COURSE FTL1ER AGmE . (SIA9H). In" T ei © ©nm ENGINEERING DEPARTMENT %,aE Iro_ 2QQ7 © ©omo ©o�' ��ommm ©mmm ©mmm ®IOmmmOmOmOm�m �Im ®m ®mmmlm m mI ®mmmmmm® ®mmm ei® ®mmm® ®mmm THE TABLE w.S DEVAOPm F— Cl IOENnFLD m M .r. W •.—I —.1 061Di FCR WCntF IRD+ %w P19L11 BY ME — — %E ESEAROI ASSDOAT. (Dii THE R TA1 0 . E�5 CpV- MAN S A IF —NTT — D L. c C011DRW5 ARE ExCWNTEREO. aff Of RESTRAINED PIPE REQUIREMENT FOR DIP ENGINEERING DEPARTMENT I -- loll YANNO,E FRAME AND COWL IA BARRIER' INNER YANNOIE RNO SEAL NDPE DR PRECAST AA YAx PRccA COXPiEIE AD. Me RINGS BY • SlibfE PRmUC15 W AP%MVED mUA. P . MA BLOCK, OR M. MANNDE COME ASIIC SEA. BERIEEN WRBEL FRAME AND S1RUClUE M• 1\ O(ipMA. SF 5 AT BAR161 AHO WILE sErnw Jaxrs a BAXITART APPUGTOHA Iw AwwoNm y THE As E91ARm By TIN: ENOMifm. 1 �11a11 TOP OF SEA. TO 1 ABOVE TOP DF RHOS. CASTING SHDUB ta¢ REST DN SEAL 2 PLACE ""'C• ON TOP 6 CONE SECTION AND BFluG1H SEA. S NOT TO BE USm NHEX THEME ARE MOUE THAN 5 RINDS DR NO RHOS A W"fl TY 41 IXNIFNpgT FOR OR AT � gtt QROP I & BARRIER ENGINEERING DEPARTMENT ° wo- 2109 AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG wTH NO ADDITIONAL CWKNSAT M. QffOP AIR BLEED amm DETAIL ENGINEERING DEPARTMENT ° x0 " 1003 G R VARMBIE Z 9 ' w EUGUD ON I/! RENO 6 6" PVC SDt -26 %E wx. AOPE 1 /a' PER f00T SEE NOTE �Ih %E .-E— Wx. ANTT u IN R NO1E5: 2 MIEN 5/.R�T R A f J. Q£A OUT H %PE AHALL BE BEDDED ON GRA,1UWt BORROW 31M 0R COURSE FTL1ER AGmE . (SIA9H). In" T T YPICAL SANITARY am= S SEWER SERVICE ENGINEERING DEPARTMENT %,aE Iro_ 2QQ7 IX 9T, w AR -Y NT BAlE NEEIINAN- I9T9 -ozoT wiN Z' Mtt RISE OR HOPE OR AD%gtEB EWA. PECAST CUiCEIE AO.UAMG PoXG$ RINGS SHALL BE SET Ox ABA I. IIAR AIIT DR APPROWI EWAI. Itl RHIER � TALK COftOIEIE 9FE DEATAL zIW 2Y e°LLAR NOTE: 2 -11ECE WwR RISER RINGS ARE NDT ALLONEO. 9T. NFAR COURSE AU DETAIL LASnNC SHALL BE NEENAN R-19A2 tlt 40 JOB AXO SHALL INC SOF 2 �ypRIES TTPI VOS STAMP- AANITMY SEMEN OR STORM sLMER As APPRWPoATE w1H Two COtICFAED %D( XUEA BIT. BASE OR eeaER Y IN. (2-27. ApA PwICA AND AK YA AW Fe.w HOPE OR u = 0.T) "rnwc Pox MI BANNER SEE DFATAL 210p 2T C M�� MT. BASE OR BNDDP CWRBE ADJ. DETAL I PECAST CONCBEIE AOJUSING RN- SHALL BE BEOOm WTH 1 /A• lO 1/2• ORTAft. 2 XDPf ADJU511N0 N. AHA.L BE BEDDED — $A/JIT YANIFAOIURm BY UOIEp 0IC OR APPgOVm EW WIN MANHOLE CASTING AND ADJUSTING DETAIL ENGINEERING DEPARTMENT -- 2110 a a 8 yW pp Xi Y'wx�by�E - aAeO § 88 wd o4jk :�e ��`'� ire °O � =Ni Y;;µ.� . MUM INSTALLATION HYDRANT INSTALLATION ENGINEERING DEPARTMENT ilATC — 1004 I a E ARIES 9' Fancy Pmt 8 (xt,n,Et) aaeee ( %F�2,Z2 3 %o,YO.oZ MF. 51ope a , /e•/Tl. I Lidle o, Eamwtan 213' Money a vNC ma -m . a .wHa IFe. Tmmx m w ene as'I.,,a 1 GT. Cmwal. Enmsmelt Sm;taY Smw , wwa m Jw.ta. Mm Dow.,M) 2 M• Smn• .— e fi H•ey YN� d�� Peat =t. Fl Top 6" a Port Flereacmt C�evr. i 10e U» of Bmm SNaI m Rm,rk IN two Enon m TNia Dewnot Ramxee m %IwU Property It ONtma te E.ceem 1b FnL oux � I Cw.IY U � m)a of aw.k. IF• at r a gene. a ROw (F Cw»r O fOP SANITARY SERVICE RISER (GREATER THAN 16' DEEP) ENGINEERING DEPARTMENT ha 2002 utum rnalbB Nei mnalkna v. net ecceptaON rw OaGfW aq /r aanpaclbn F ,M pip —N. pipe Iwam19 ne O«Am nm m a.m m — — 2 A .oia n i— .BI W r.auF.e ro determine I —0, e, M• PP, O. ..i— YNOOr i wur�a.°111°frbun a tNn 6 matritl alai Mier I PIPE BEDDING I IN POOR SOILS ENGINEERING DEPARTMENT 1 2201 E St ... t PL 9 ' 6 ,mca 1 y cur0 D Teo n• pF,.a N.e. luaeonap°oip: wgam :�ienar� wonCmmte BlocK Supper, uoiES 1 Oo ml pxp r.e or cur a6 paw 3 e elo e' a ° aa.i�n nei ee omm;Na i emFee On a• oo a >nalr is tons;; : � aia`m�°A`eee anal m Fa a l� Fzoz ama..,.ao. •AaR.a m K .a.meF. TYPICAL WATER SERVICE ENGINEERING DEPARTMENT °1d °a 1005 NF NK A.e 2110) Ae)nl4q P. MI Bmlr m tll aRnitary mmxab(am pro,. 2108) YmNds step !MI Oa b N.nm R -1981A 19" m only. Step SNW M m Oe.m6ern I Sk�s t ��Ipe gvnsts b pnb n maNa• t° M1aw "O "riq wWa �eWi ° Ly qe En9nMtl A Ye.FV �oU 2 Sn a Rbr Cme SecHOn AA+ al �i t%wt m -eu 5• Ka -n -»d eau ea. vqa Dameler Z.— / SECTION VIEW 4apN x' io.aa me Fnnt 6" r ter ry a ea ok aqu gwlw l6m ,A. I v a9oal mn ela. 2 M1 coq Oauaea eM1w 6e gmulm m Fake yp IdN<�mn i m ! a6aa tr natale0 nert ,o Me nvrMa , ab �r DAN) My IYBOMS7dBE MANHOLE ENGINEERING DEPARTMENT 14 ' 2101 C ex,aCavXnoaoma . 9R� 0 tM 9laMVd %mer orlaey T II xemra Owne to IN. I. fo t. MN .kwF9 Rai cwklOn. m not accept -!. h OecAN na /w wnpoc[bn � bya pqe mna pip 9 me IN, uaea m alwm m pbt. 22m. 2 A aoia n9Feer .i m rtW'v.e ro eetwmYH Uw ewD e1 N• pqe ml� ariednan��m Trial if n.eaed Pq bunaetbn metwia aNpl s Tr J N0INI mr.a. r o99re9ota 1 111. Ba,an of M. nN lwX a SlxAwa Ti, M tlw Pip Brrr Mal L.m, 5os m ew W Mw D1m»Tr. PIPE BEDDING IN GOOD SOILS RCP & DIP ENGINEERING DEPARTMENT — w0. 2202 1 fll� tY N ' N ' ETOehnell 4 ,� Yat.ia e " . . F N e En9...N W ..a to mirmN. U. IND. al M. Ni 4naatbn O.amnl nwtrM If n.Mea P,p fmneafim Irwerl I a M F attadmm .IU YNDOT 31a9.2H wane fltr aggreqata 2 P.V.G W Wnyy !MI b. YNDOT 31.9.28 mbct g_ Oars. riM 1008 Nei a Jle eNVa and NNI — 188 peuly o W. 2W e , a PIPE BEDDING FOR P.V.C. PIPE ENGINEERING DEPARTMENT %Ale x!. 2203 SHL'ET9 OTIS 1) 110211- PHI- DTIS.DWG I a E ARIES 9' Fancy Pmt 8 (xt,n,Et) aaeee ( %F�2,Z2 3 %o,YO.oZ MF. 51ope a , /e•/Tl. I Lidle o, Eamwtan 213' Money a vNC ma -m . a .wHa IFe. Tmmx m w ene as'I.,,a 1 GT. Cmwal. Enmsmelt Sm;taY Smw , wwa m Jw.ta. Mm Dow.,M) 2 M• Smn• .— e fi H•ey YN� d�� Peat =t. Fl Top 6" a Port Flereacmt C�evr. i 10e U» of Bmm SNaI m Rm,rk IN two Enon m TNia Dewnot Ramxee m %IwU Property It ONtma te E.ceem 1b FnL oux � I Cw.IY U � m)a of aw.k. IF• at r a gene. a ROw (F Cw»r O fOP SANITARY SERVICE RISER (GREATER THAN 16' DEEP) ENGINEERING DEPARTMENT ha 2002 utum rnalbB Nei mnalkna v. net ecceptaON rw OaGfW aq /r aanpaclbn F ,M pip —N. pipe Iwam19 ne O«Am nm m a.m m — — 2 A .oia n i— .BI W r.auF.e ro determine I —0, e, M• PP, O. ..i— YNOOr i wur�a.°111°frbun a tNn 6 matritl alai Mier I PIPE BEDDING I IN POOR SOILS ENGINEERING DEPARTMENT 1 2201 E St ... t PL 9 ' 6 ,mca 1 y cur0 D Teo n• pF,.a N.e. luaeonap°oip: wgam :�ienar� wonCmmte BlocK Supper, uoiES 1 Oo ml pxp r.e or cur a6 paw 3 e elo e' a ° aa.i�n nei ee omm;Na i emFee On a• oo a >nalr is tons;; : � aia`m�°A`eee anal m Fa a l� Fzoz ama..,.ao. •AaR.a m K .a.meF. TYPICAL WATER SERVICE ENGINEERING DEPARTMENT °1d °a 1005 NF NK A.e 2110) Ae)nl4q P. MI Bmlr m tll aRnitary mmxab(am pro,. 2108) YmNds step !MI Oa b N.nm R -1981A 19" m only. Step SNW M m Oe.m6ern I Sk�s t ��Ipe gvnsts b pnb n maNa• t° M1aw "O "riq wWa �eWi ° Ly qe En9nMtl A Ye.FV �oU 2 Sn a Rbr Cme SecHOn AA+ al �i t%wt m -eu 5• Ka -n -»d eau ea. vqa Dameler Z.— / SECTION VIEW 4apN x' io.aa me Fnnt 6" r ter ry a ea ok aqu gwlw l6m ,A. I v a9oal mn ela. 2 M1 coq Oauaea eM1w 6e gmulm m Fake yp IdN<�mn i m ! a6aa tr natale0 nert ,o Me nvrMa , ab �r DAN) My IYBOMS7dBE MANHOLE ENGINEERING DEPARTMENT 14 ' 2101 C ex,aCavXnoaoma . 9R� 0 tM 9laMVd %mer orlaey T II xemra Owne to IN. I. fo t. MN .kwF9 Rai cwklOn. m not accept -!. h OecAN na /w wnpoc[bn � bya pqe mna pip 9 me IN, uaea m alwm m pbt. 22m. 2 A aoia n9Feer .i m rtW'v.e ro eetwmYH Uw ewD e1 N• pqe ml� ariednan��m Trial if n.eaed Pq bunaetbn metwia aNpl s Tr J N0INI mr.a. r o99re9ota 1 111. Ba,an of M. nN lwX a SlxAwa Ti, M tlw Pip Brrr Mal L.m, 5os m ew W Mw D1m»Tr. PIPE BEDDING IN GOOD SOILS RCP & DIP ENGINEERING DEPARTMENT — w0. 2202 1 fll� tY N ' N ' ETOehnell 4 ,� Yat.ia e " . . F N e En9...N W ..a to mirmN. U. IND. al M. Ni 4naatbn O.amnl nwtrM If n.Mea P,p fmneafim Irwerl I a M F attadmm .IU YNDOT 31a9.2H wane fltr aggreqata 2 P.V.G W Wnyy !MI b. YNDOT 31.9.28 mbct g_ Oars. riM 1008 Nei a Jle eNVa and NNI — 188 peuly o W. 2W e , a PIPE BEDDING FOR P.V.C. PIPE ENGINEERING DEPARTMENT %Ale x!. 2203 SHL'ET9 OTIS 1) 110211- PHI- DTIS.DWG 1 fll� tY N ' N ' ETOehnell 4 ,� Yat.ia e " . . F N e En9...N W ..a to mirmN. U. IND. al M. Ni 4naatbn O.amnl nwtrM If n.Mea P,p fmneafim Irwerl I a M F attadmm .IU YNDOT 31a9.2H wane fltr aggreqata 2 P.V.G W Wnyy !MI b. YNDOT 31.9.28 mbct g_ Oars. riM 1008 Nei a Jle eNVa and NNI — 188 peuly o W. 2W e , a PIPE BEDDING FOR P.V.C. PIPE ENGINEERING DEPARTMENT %Ale x!. 2203 SHL'ET9 OTIS 1) 110211- PHI- DTIS.DWG .. ....... FIN GRADE . . �� 1RExa Ae1m serR z1IO1 ° g l`i. �;`WwWx 6 f,1LL:� O - ,.Y MNIYDM - - riw D F111 Y�eOAdex1 I � vAREs lmrx� E tm r >xK aMSxM Fu lV6 WATERMAIN UNDER STORM SEWER OR WATERMAIN / STORM SEWER m� CROSSING ENGINEERING OEPARTMENr -- 2204 n�Fo" o""I��iw�e a R� �tw� w vmeluawa rA --: rtl ° IV. po+na L 1-Nl-80'Img Rmwa Eem «Y .o M TRIC u di0 I 4C OsWgi glttr IFe «otle 3 N-80' 1.CNe Frema a g Rmws E«M1 eey SECTION A -A CURB CONSTRUCTON l� AT CATCH BASIN ENGINEERING DEPARTMENT — xo- 3106 SAWLUr ALL B1NMNO16 Ellr'£S �T� NAr«atE � DYp,) GAiE VALVE u' YIx. PATCHING NOTFS: 1. SAR CIR ALL FDfhS, REMOVE BRUMNDVS P 1CH MG .0 cNo-, CLA58 5 WTERIAL ro ACCOMMODATE A 4.5 BRUYINOW PAMN. 2 _IQAL 0o11PKRI0N OF GRAM BASE REON_ PRIOR ro PAMN0. S. W111PJCIDR wr 1)g REaR COLMSE WTEtOAI. IN UEU a BASE C01MSE wrETeN. f. USE JUYPNG JAa CdPACIdt oN BASE COURSE PATOL S ALLOx BASE COURSE ro NLL cot, MaDRE ptAcrNt, KAI, Cott— a `—E 1/4' PLTROOO CIRCLE OX ER CASTING m CONSTRUCT WITORM mc,,. ). RoIL PATCH FROM n1GE5 ro tit—L RETXWE OR ADO MxiEA Witi ROWNO W PATCH M TRUE AND t FrTl 1 sURROWdNG SURFACQ CdNRM10R TD --NE ALL PATCHFS PRIOR TO APwtOVAL 6. 100r 3350 -O .— wMPAD110x NEoieD REWIRED. TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) ENGINEERING DEPARTMENT ' xa 52028 PI8NEERnemin 2422 Enter ise Drive (651) 681 -1914 Mendota Heights, MN 55120 F.: 681-9488 _.pioneereng.com I QITOP I INSULATION ®� DETAIL ENGINEERING DEPARTMENT -- 220$ PLAN a M . RE0.IRiRIMPR� REOUHFDUTAR FlEIER REW1PEp 5 24' `to 12 CY Q3 RDER RIP PAO AND 2 0 �3" to 20 CY 0..3 VXR6 OF 500% MIRAFI o 6f !e x w3! FABRIC of EQUAL opww..aldY 2800 Wa.) 2' � RPRAP Gmdw ie1« (Mx00T 3s01.2B) SECTION A -A GwteaXe mw Taw m 15 IOwI« FXl« (MNWT 3601.28)'. SECTION B - 8 eede.tXe iXler Tpe M ', N15 � ( � m � p � o p o � RIP RAP MEM DETAIL ENGINEERING DEPARTMENT a — 3107 Tw BllwnYlaw 1/Yr wt«w } t4ope I Tsl .. Y 1S woor Bele c«wMe aw row Grtt. 2- -1 Tw Bilominwa Ydlarid slope -: cww.le aA mtl cNUw . ^ "�« 8 12" G11Y RFD» wiN DdwwoYA Pwklnq Loo w M »b1e. 26'R 12'R 16' B8'H Tw BItYmFWf wtarid PLAN Cetcm«F wawp a ry Noeom Rb6 > -V w putl qWu to le Ea 3' polo. 3 rmWa wrp wa. 5 t pw,wlWn wr0 m o «p am or wlmlroeF. r r««t pawote w DPE wp.tM mpe m ' 8'r BIIUnFwe rod «e wwmFw. GF6 n snw iwm» w l T TYPICAL CURB ENGINEERING DEPARTMENT I — xa 5205 AND GUTTER ENGINEERING DEPARTMENT M0 5203 an alo. «.itn l/!' w Ue wtYtle to .w1er r c Deg6ws« anm w 9 ;tl wa W:,. SECTION 1 w M dl w1U peNn /manndw and t !. No woos mama a p m. n In< p", raga. Miff STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR ENGINEERING DEPARTMENT nAN N0- 3101 ISM RIC N ntrc ftwn arwH cmer a !M w IwnaM1aG K MtWCE .iMOUt lr°al1 Ww 2 Iar1gIM 6wk e e to Ap1ma w new pqs d1M w tieU rock 3 ppe 3. N Gnwele Aroma m ennnq pipe Nax w IMtl to lw Mal FLARED END SECTION E NGINEERING DEPARTMENT run xo 3108 S� .... = TYPICAL CURB RADIUS ENGINEERING DEPARTMENT xa $204 2f'zie' Mop w�1Fp b Nsxm RSOe> -Y w ewd 2- VB Gal» anm w «b at oX W. poNu / «ate w spud, a 6' Cmc. <dlar 1 PLAN �Nwm el 2 moamom of 5-2 reto ptlyaMwt fmps �q roX 6' prec®t rWbcM cmwete W TOp no.. l p n ' e�tw eE 2 pestle or Rz. w epwl ) rNg e rvpps 9-- ne e N01ES _ 1. Dwpousea a6dl w .r w % N. Non .evpmrea «: arow.tl. Vd e elope. NeM1m R1RB1J w owWtlt6 e.°, Numpum el9e w«owtl. rt a eoH. 1 .ex r"i « of Owtn « »t« tM1an li, rantwu ann 6 - .6 - t0 /10 m.sM1. SECTION aroul Eanom of m aM1�ae to I/2 prwl l 2 - to.wtl mwrt. 2 p Q��IT p �I p F p � TYPICAL 4' DIAMETER 1pmpsyya CATCH BASIN MANHOLE ENGINEERING DEPARTMENT RAa N0. 3102 F (y pMa. i u nsaN wu�» w- q.vey�wuau i /.'n ftaW R ti k) nrrall a -a affOF I POND OUTLET CONTROL STRUCTURE xrueubrotv6 ENGINEERING DEPARTMENT -- 3109 6sX. H 2- V Gete e l m 2- VBal drol w "avtl el al 1 dQ1E GMe $town 2- fN T�e d 56e.n p Ndl LL w muszs0-PRC n •b ew el 7 — so ss' CRWY N.e' RAgUS�3e16Y /S6D' � 90 OYwllw el Flow STANDARD CUL -DE -SAC r CdX./)ND. 6Y RAD. RAD PLAN Cetcm«F wawp a ry Noeom Rb6 > -V w putl qWu to le Ea 3' polo. 3 rmWa wrp wa. 5 t pw,wlWn wr0 m o «p am or wlmlroeF. r r««t pawote w DPE wp.tM mpe 1 crop .tt el 5 2 etlM.n N . Se' CUL- DE-SAC an alo. «.itn l/!' w Ue wtYtle to .w1er r c Deg6ws« anm w 9 ;tl wa W:,. SECTION 1 w M dl w1U peNn /manndw and t !. No woos mama a p m. n In< p", raga. Miff STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR ENGINEERING DEPARTMENT nAN N0- 3101 ISM RIC N ntrc ftwn arwH cmer a !M w IwnaM1aG K MtWCE .iMOUt lr°al1 Ww 2 Iar1gIM 6wk e e to Ap1ma w new pqs d1M w tieU rock 3 ppe 3. N Gnwele Aroma m ennnq pipe Nax w IMtl to lw Mal FLARED END SECTION E NGINEERING DEPARTMENT run xo 3108 S� .... = TYPICAL CURB RADIUS ENGINEERING DEPARTMENT xa $204 2f'zie' Mop w�1Fp b Nsxm RSOe> -Y w ewd 2- VB Gal» anm w «b at oX W. poNu / «ate w spud, a 6' Cmc. <dlar 1 PLAN �Nwm el 2 moamom of 5-2 reto ptlyaMwt fmps �q roX 6' prec®t rWbcM cmwete W TOp no.. l p n ' e�tw eE 2 pestle or Rz. w epwl ) rNg e rvpps 9-- ne e N01ES _ 1. Dwpousea a6dl w .r w % N. Non .evpmrea «: arow.tl. Vd e elope. NeM1m R1RB1J w owWtlt6 e.°, Numpum el9e w«owtl. rt a eoH. 1 .ex r"i « of Owtn « »t« tM1an li, rantwu ann 6 - .6 - t0 /10 m.sM1. SECTION aroul Eanom of m aM1�ae to I/2 prwl l 2 - to.wtl mwrt. 2 p Q��IT p �I p F p � TYPICAL 4' DIAMETER 1pmpsyya CATCH BASIN MANHOLE ENGINEERING DEPARTMENT RAa N0. 3102 F (y pMa. i u nsaN wu�» w- q.vey�wuau i /.'n ftaW R ti k) nrrall a -a affOF I POND OUTLET CONTROL STRUCTURE xrueubrotv6 ENGINEERING DEPARTMENT -- 3109 Of I CATCH BASIN SIM 27' DIAMETER ENGINEERING DEPARTMENT . 3103 PL 6sX. H 2- V Gete e l m 2- VBal drol w "avtl el al 1 muszs0-PRC n •b a so ss' CRWY N.e' RAgUS�3e16Y /S6D' � 90 I STANDARD CUL -DE -SAC r CdX./)ND. 6Y RAD. RAD IJflBAN BC RAD. I RAE. I. RURAL sa aAO. fo'. RAD. . +No asrAx¢ iaR stRECr wDTHS ARE MEA6URED To Bea a WRB. i pros e• UhvEl sHW1aFR. (RURa1) WIN TYPICAL Manxde t aeq, Nvwwx R1ge1J w ewd, te' de., AWmFVm .two opP »vee. CUL- DE-SAC ENGINEERING DEPARTMENT I — xa 5205 Of I CATCH BASIN SIM 27' DIAMETER ENGINEERING DEPARTMENT . 3103 PL 0. R 3C 30' us' m soar us le INwX H 2- V Gete e l m 2- VBal drol w "avtl el al 1 I i 1 z mownam or s welly�tnwlt rings wily MI1 1� I iY -1f O Jti1t Edge el roll. aoz znc 'i x°` Y yoT• Manxde t aeq, Nvwwx R1ge1J w ewd, te' de., AWmFVm .two opP »vee. .: - •. n �MUt.np. 3 /f' gape root t� : 1 Ne 4 iww0. Saetl e wlm w sea l - ncCm le apron /f Rmw O e' O.G SECTION A - A t %2' -YNDOT 2J'A LVRE3NI.TOB � �6- • SECTION OrRinMe SwmwnteNe Canwete CuN ' '. w 2 Ceat - i 2' -uN00T 2350 L`MW3503(IB 12" -Pox 5 Agprepole Box, 100x Gumm 2i' uN001 31.9.28 6d «t Grmub Bono. (.See xoY ]) OWES e1F1xm Rgnl -o RoY RewFed - 60'. 2 Y r «I pme ].oS 3. MFFam W f D' iapel PePM F aYwmaa wme 6 m Fro Fwtl�urb q eunoro d1W w* ocae UM next ceneWClbn mndM�pWe.m �of tM Nwm w» prepw am4otle eM1O1 w 6Y lw m Wnd emwetle " mre y cl'mfiea« m t s 6 � droll w gwxa 6m9 wtx eXNa al rootl «y 5» pate 5232 Iw 110 TYPICAL RESIDENTIAL STREET STREET SECTION ENGINEERING DEPARTMENT U'a36' am wmFq r« Neenm 306] -v « wud ( H 2- V Gete e l m 2- VBal drol w "avtl el al 1 I PLAN Y Retlua� 1 z mownam or s welly�tnwlt rings wily MI1 1� I iY -1f O Jti1t w:n Of xlPl I Tpeut 01t O JoFI eyd. MFta F mw to w» R 1 canwe a »clan s - Manxde t aeq, Nvwwx R1ge1J w ewd, te' de., AWmFVm .two opP »vee. .: - •. n �MUt.np. 3 /f' gape root Yw • Gem wtbn —{6 {- l - ncCm le apron /f Rmw O e' O.G SECTION A - A No Sople tlD7E5: i cw ,w to 6 oc i� t oox Wt ro Y211 � �6- • SECTION STREET INTERSECTION CONCRETE VALLEY GUTTER ENGINEERING DEPARTMENT $206 U'a36' am wmFq r« Neenm 306] -v « wud ( H 2- V Gete e l m 2- VBal drol w "avtl el al 1 m R306> -V aWYq aw gate w spM. PLAN Y Retlua� 1 z mownam or s welly�tnwlt rings wily MI1 6 rera. aNlw PI t. « tIOPE etlluaLLp rMga. e' iY -1f w «xt rdnr«Fetl pww.t..wfi. Tw el — E d Um 2 Ir e!e or « £ -0 T, eyd. MFta F mw to w» R 1 canwe a »clan s - Manxde t aeq, Nvwwx R1ge1J w ewd, te' de., AWmFVm .two opP »vee. Owxwen M1 w pwte0 m wN wlitlo wM Fdtlo aNUetwu w° NewaC. �tnrwnlwwvasa t6Fkvoee 1 ro � �6- • SECTION ol« mt .solar IM1an n 6 "a6' 10 /t0 No beF new CATCH BASIN MANHOLE WITH SUMP ENGINEERING DEPARTMENT avaC xa 3t04 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ PATCHING NOTES: 1. SAM CUT NL _. REMOVE B NOS PATCH ARPA — .— C 5 MATWAL i0 ACCOMMODATE n !.5" &IU1XxW5 PaT(]N. 2. MEOaVaIC � PAC1pN OF litaVE1 f I E RE),xRED PRgR TO MvxL. 3. LbINRSE WTE.RMLUSE KM Coul6E MAIERML w lNL OF 6ABE !. USE PUTS WYPACIOIt W EDGE W b5E CWRY PATW. 5. Al— BISE OWRSE TO I— GOON BEFORE PUG NC WAR COIMSE e RDU iROU Lo T T REYOVE OR ADO AtATERVI R 50 PATH TRUE NND LLE4L YA1H SUxt T ZN _. CoN1RACi0R To __ All niCH6 PRgR TO APFRWAL >. MNon 2350-ORpNNtt COMPALToN METWD PEDI11RE0. I TYPICAL STREET PATCHING BITUMINOUS ENGINEERING DEPARTMENT N0. 5202A I q "'..M wxaxr... waK www RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES NTH AND WITHOUT CURBS ENGINEERING DEPARTMENT 1a $209 91FET IO (DTLS 2) I IO2II- PHI- DTTS.DWO Q 2011 Pio EOgime g DES IN5 (2Y OU 1 DES SPECIAL 2 See CRY Prate No. 31. b 11Xrw NwanenL TYPICAL RESIDENTIAL RAUUS - 20' —1 0 CTOIt RADMS - 30' —ABLE —ANT VALE 90x (vx PLANS) one ♦- qA- 3 BASE Y 3' un gONCRETE SEE NOTES 1 A 3 N 1v O PICK a TNICN CUiCRETE 40EwAL(. 2 USE 9' 1mCK foR COYwEgCA1 DmL[WAT gt054xG. AT IOW 3. _ AND A wNEN ' AGURPIG EASIWG oR SxmIc— QIiOP CONCRETE SIDEWALK ENGINEERING DEPARTMEM rt 5214 CURB DETAIL agOLL ANFA MM A00( � Wr K PIPZ 11xxOt N PPE TRENCH DETAIL TRENCH DETAIL ao mR r O O vaoc "�� Y Y Sm¢ m QIIOP TYPICAL SUMP PUMP DRAIN CONNECTION ENGINEERING DEPARTMENT 5235 K -0• r -o• r -o• r -o' T/z•.a• cdmlzw eat, t1U1 We wow, w (c—" t— $q) 1- 1'-3 1 /{' E Fa Y -Y re•YB• -o• Ha 1 E Ev Gravxl APPROx Tnolatl Waotl Pwta < 2 Grant lYmb« m OetM doff. TM bariwN baarE raw lrlaco YHI h M1IIY nMCtarsW F dtwnme a,� -.nw as nd ,or ar awn ZVt Z. S awramF9 a ue awu.n.�\a ex Irnoot swo zuzzAO. smaad xa t. Prior to Fetdirp bw nnaotiw w,wt9p Ue bmiwtle boada Yldl M uaoee ,v.t is iaio.9.e e��l� woos Prxi« poFe eomormFg m wove 3531 ePD9etl on wWetFa 1Na Dank baatle Yw1 M wmMMMy ".l. aW mMCtorlxM AMFg VOW b 9 F«a0etl w Pe m. barrkaas d101 a M_ 10' -0' non wia of .W .. roa4 bmiwase to M — w ue —y. to M bcFy belq 6w. 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N1Ex- BNAPEV 1vR'9WT �w Tgrt A00i -H2A 5o{XET. 200AiP 00U �ongAr AR ar�.Ymev coliTmL�� � U-0 15A,PAP $faQLS 11E 9V wAiP/xP 1vPf TM'. wt e ® ®o NxEi. -ffiAwEr T` O � YP wE'I / "EC�w'cauu� ArwaF Y°v ais FwuYE• m (ww w qw.e) t(zsw rA(a3a.e) 11141 TDaoa 9E�YTa PAx¢ Apo mnwwar war. ewe FNAYE (Sna s r , r) w .w. a mr x � � T �'�'�TL�AV�-tABE1m •Pnea[ QiIOP STREET LIGHT SERVICE CABINET ENGINEERING DEPARTMENT wrt M0- $242 tlDII: 50.vANT wE1D Nl gNTS CC CLEAN WT (x vALS (M (ETED) 2 BEAN W15 91ALL BE SPACED Al 300' mIEAVALS (YAlOYUY) �� SUB AC - SURFE PVC DRAI CLEANOUT ENGINEERING DEPARTMENT 1° 5234 Prnramatl JeFt f9W eetaem Swe.pk d andtl C A wle Fainaat � Con tle ow papy. t / r Fou�dgtion_in_ Sidewalk stud woe Mwh b JeFt Fil« etl.,en SitlenalW a CwaNS Arsoe d Cw«ete Fwntl9tan 2' Gauntl \nor 36 uF • 16 NF. steel w.t Yeen � Lai a Dt «tea ny the Figna« i \ne FidE Fou .d.ti na uuldar gr d _ ®�ved��e° � ne .aNw, as epae•ttl ny tanMt mv,aral,l. z (���e,. 9U d a,aYOr rotl..nm a w rtar9.e by <n. aeF.t 4. w Conflux w wtl Mw) to fauMelion MaN M w rpuirM F Pan. > Sptaa ,l uroo 1.a ana wpP� 9nt; awi.m w "'. w° �I' �Y' �t�r ::" °t "•a"�'�01Aon «��t��,,,;2� m��� ttt a,e S. X3/6' Pa x )s' youn° rvtl M Ee intdba F Ut 1euMOtim ana woject 8. Sa.:cr entlw, Ndit ELp �a_1G a n l a4u1 /WrnFy let I'gMM. Cl SERVICE CABINET 1� FOUNDATION ° �wcaWU ENGINEERING DEPARTMENT xo- 5243 SHEET Il (DTLS 3) 110211 - PHI -0TLSDWG © 2011 Pioneer F ginmring NUB xtm THRE.LOED U. PLUG TO . SET AT FINAL GRADE Y ETAALL lOP PLUG MAARDEE OF ATERI.IL if)_NLJ LOC M NORTH BAY _ LAKE RILEY DNR 10 -2P I J 5 a OHW 865.3 o " J�PO WETLAND MANAGEMENT CLASS "IMPROVE" R11er OHW =865.3 41 A n9i9 ¢ 12 \ � �•� � Mu -az., a rt. .,rcAww .u., a,« „ rt. ww.wrs A.u- a,e"�'s n w w.aws Aarw -'i a� «. 11 49N ¢ I 8: 1 37J4 g tµ 79 ¢ ,` sF 9'. 201 sr \ rm a aam m ND e: 1 MBS ¢ \ CONSERVATION SI A: GN „ _A a cw.u,: F ,• '55.6 ¢ A 13090 ¢ 8 \ ARD 9: 1 699 `5 7 IF ` A t %30 SF 6: } 7 \ Q WETLAND 38 B: 3731 ¢ � 3133 SF SF A. 13333 SF \ Q� DNR 10 -213W B: Fb �°" ¢ SIDEWALK �� MANAGE "2" 36 Ro 6 r�.P 20' BUFFER A• OUTLOT D ° O Sw ¢ � \ B; ' o 0 30' S.B. TO BUFFER 28 29 A wa ¢ 31 A: IXt2 g e1 g 32 34 35 A law g B: 5611 ¢ A %7Z s 33 \ a: 013 IF a: 33'A ¢ \ a c a cE a @ 3J 3 g & g B: 3190 \ 4 OUTLOT A ¢ A: 1eJ» ® \ \ \ M 78W Ep1�EWEV1 CIRCIF r � e: 1 3�e2 1 e s 3 B: M9J ¢ B: JSOD ¢ 9 %1 ¢ A: 10005 ¢ A: 15039 ¢ [ to 6: 1- S %9 A: 938 1 ¢ A 11!11 g 8: 3x51 ¢ B: 350T ¢ B: ST61 ¢ ;t'� \ C m"AVaus Aau.59a w ti ma[Axurs A6rr233, a rt 3995 sr 26 25 , r 27 24 23 22 21 20 2 1 \ a� A 14 O V 9: •\ a m 12 13 ` OUTLOT B a �n 7r. ¢ . 9eos 14 15 16 17 18 19 9, 1.12 s .:. A 19311 Sr B: 3432 W I1,t •. a 3131 ¢ b¢ / \ tY- e: JAm ¢ 9: 932zn9 A 94 76 1! B 3317 SF A 9727 W A 9978 ¢ J661 ¢ B. JI01 g B: 311, ¢ B: 1851 g j A 15%7 IF v B 5273 ¢ HIGHLAND COURT 1or6 1 5 1000' SHORELAND 11//�� 6 a —, A I%27 A 12133 ¢ B: N19 ¢ 6 5]63 ¢' A ,0500 g TUT& UW ABBA A: 11211 g A 'te" sr A: 10500 g A: 10300 g A ,0300 F A 10722 ¢ B; IJ30 g B: 3753 g 2• B: X75 IF AIIDNABIE 6PF%NOIB AIEA a: XM g B: Mn sr B: M75 SF C. X75 ¢ B: XJS g O Snag 3 4 'SIDEWALK 9: t se53 g 10 9 a 7 6 5 4 e: '3 s 11 SETBACKS SHORELAND ZONING RLM ZONING Front: Front: Garage foundation to R -O -W =25 Garage foundation to R -O -W =25 House foundation to R -O -W =25 House foundation to R -O -W =25 Side =5'- Garage 10'- Building Side =5'- Garage 10'- Building Rear -25' Rear -25' Min Area: Min Area: Lot Area = 15,000 SF Lot Area x,000 SF Lot Width: Lot Width: Lot Width =90' @ Front Setback Lot Width =65'@ Front Setback Max Impervious Coverage =25% Max Impervious Coverage =35% PI *NEERengineeri rnn,wclxBiss rAero 9uw,exs uwsuaverau Aaclm — 2422EnterpriseDrive (651)681 -1914 Ihcmb �wutm m` 31 Mendota Heights, MN 55120 Fax: 681 -9488 Ml a emy ticu WWW.pione3reng.com me laws o O 2011 Pi —E.sx— ina 3 s13o g /�. B: JTOS ¢ OUTLOT C 2 A: 9713 g B: 3410 g 1A 14358 B St26 g - WETLAND - WETLAND 0 - WETLAND SPRINGFlELD d _ A: 11713 g B 4100 W DRIVE 3 A 12 %s g A 9 B: 4134 Si A: :X12 g A 1163{ B: SJ01 7 2 g @ 729 ¢ & 079 g A 11047 B: JBBB g g A 13993 g 1 O e X% ¢ SUBDIVISION DATA SUMMARY: TOTAL GROSS AREA: 50.48 ACRES _ B ` 188 g 4 5 TOTAL NUMBER OF LOTS: 66 1 6 7 8 GROSS DENSITY: 1.307 UNITS /ACRE TOTAL PARK AREA: 4.83 ACRES (OUTLOT B) TOTAL PUBLIC ROW AREA: 6.86 ACRES ® TOTAL WETLAND AREA: 10.40 ACRES (DNR WETLAND 10 -213W) TOTAL NET AREA: 28.39 ACRES (GROSS-PARK-ROW-WETLAND) BUFFER NET DENSITY: 2.32 UNITS /ACRE BUFFER SETBACK 0 50 100 200 CONSERVATION SIGN GRAPHIC SCALE IN FEET _ 110211 - PHI- SrM.DWG LEGEND EXISTING PROPOSED FUTURE DESCRIPTION I - �• v 'v - _ • • SANITARY MANHOLE x �- ......_.. ......... EXISTING SANITARY SEWER ...� I ' ` ` \ \ 9='4•`.\ .....� -+ —) )— PROPOSED SANITARY SEWER\ —) > FUTURE SANITARY SEWER HYDRANT \ '�I N N GATE VALVE 0 REDUCER m €` -. ✓' ( ... \ \ \ ., .", - - -�� . ..... 1 .._ ' ..... _.... ..._ ... ............. <\ Ta EXISTING WATERMAIN �L' \ \\ \ ` ;� `l - n G MNDO� 1 I— PROPOSED WATERMA \ IN 1 FAL� —I I FUTURE WATERMAIN '€ -.a, : r��, -� 8 9 4 \, 100 kll(YL s� 4E ® ® CATCH BASIN / /G. ® ® BEEHIVE 1 I /� j 2 Y \\ _` •e.... • ® STORM MANHOLE ' "� > P D FLARED END SECTION I '� / l l j• - ` O T ® ® CONTROL STURCTURE 1 =• € �' / / -•� ...... .......... \> _._._.._. EXISTING STORM SEWER PROPOSED STORM SEWER �\ 15 `- .,DUAL —» »— FUTURE STORM SEWER Gf> \SMOOTHED SURMOUNTABLE CURB & GUTTER B -STYLE CURB & GUTTER - 0 — RIBBON CURB & GUTTER WIM r^ PHASE LINE ^y € EASEMENT LINE -- EXISTING 2' CONTOUR LINE y ' \ """ ' - . - - -- EXISTING 10' CONTOUR LINE "• & °j Go S" �. PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE ouner_sao POND OUTLET LINE '� i \• \` - ._... // , POND HIGH WATER LINE ! ' / �I -� m' ,� �'�:, I• I 84.3 PROPOSED SPOT ELEVATION • • lr� II;;)�9 TLAND W_ETLAND BUFFER WATER QUALITY BASIN 100 NWL= 871.00 DNR- 10 -213W HWL= 873.72 MANAGE 2 WETLAND BOTTOM= 861.00 20' BUFFER WET VOL= 2.654ACFT 30' SETBACK TO BUFFER STORAGE VOL= 1.991ACFT OUTLET= 863.50 AREA OF DRAINAGE= 13.746AC AREA NWL= 0.646AC NOTE 1. CONTRACTOR RESPONSIBLE FOR MAINTANING EROSION AND SEDIMENT CONTROL MEASURES FOUND ON SHEET G4 AND CONTAINED IN THE SWPPP FOR THIS PROJECT. 2. "D101 ", "D102 ", ETC. INDICATES FUTURE LOT NUMBERS, FOR REFERENCE ONLY. �► �► EMERGENCY OVERFLOW — • - — ' — — DELINEATED WETLAND LINE V'7 SETBACK TO WETLAND�UFFER U LO A RLM ZONING SHOREL AND ZONING - --.... ... FEMA FLOODPLAIN BOUNDARY ; j i I• \ ^ ` \� `� a Front .11o. EMERGENCY • • • ' ' • • ' ' • • • • • • • STANDARD EROSION CONTROL '\,, - 1; a ^(. Garage foundation to R -O -W =25 Garage foundation to R -O -W =25 HEAVY -DUTY EROSION CONTROL r �' :X I''' �\ \ '� 96 •� * j \ House foundation to R - - =25 House foundation to R -O -W =25 TREE FENCE I'. - I •-s. \ wo ° j € Side =5'-Garage a 10'- Building Side =5'-Garage 10'-Building RETAINING WALL` I \ / g g g O CONSERVATION AREA SIGN Rear -25' Rear -25' I / / b i Min Area: L WETLAND BUFFER SIGN ' � :; �, "c � 1 ,,�'�' \ `'� Ly Blvd. =41' W Lot Area = 15,000 SF Min Area: EX. CULVERT y / ° / ': -- EX. OVERHEAD UTILITY LINES / L - 22 / 0°' ,O'C • ,T, _ /," Lot Width: Lot Area x,000 SF -- � EX. UNDERGROUND TELEVISION LINE t 59 r - �• ( Lot Width --90'@ Front Setback Lot Width: - " -' -'/ `��� 92 • ; ''» `J 3 j / 0/ N -- / , • gg 0 / Max Impervious Coverage =25% Lot Width =65 @ Front Setback "-' ' -" EX. UNDERGROUND FIBER OPTIC LINE EX. UNDERGROUND TELEPHONE LINE L v 10' WIDE ` Lo t Opening 1.5' a bove a Max Impervious Coverage -35% - "'- -- EX. UNDERGROUND ELECTRIC LINE `• „ •1 r 8` >, -� _ ACCESS PATH p Emergency ' Overflow O.F EX. UNDERGROUND GAS LINE ' €. `'`> . " - • 1 I € y - �•\!/ ,� \ _ g y (E' ) Lowest Opening 1.5' above EX. FENCE BARBED WIRE I 4 I ro'� 8 w✓ m - Emergency Overflow E O.F ... � ....... _.. ( ) -� t I I 0 .'r � t a� 999,1 °� .6 ""`"�✓ ,`; :.'. �,._..... ....._...... EX. FENCE (CHAIN LINK) EX. FENCE (WOOD) r?' 04,r- EX. CAST IRON MONUMENT i .. ' I 94. EX. ELECTRIC BOX ,� - EX. FLAG POLE EX. NATURAL GAS METER 1 \\ 5 EX. HAND HOLE : .; EX. FOUND IRON PIPE •, - 11 l .1 ,n I \ - / R /, �\ , \ <, • EX. JUDICIAL LAND MARK` '1 I. zIF \ \ \ \ i - � I - 1 • � 1. a > _ _ v.. `; _ EX. LIGHT POLE '. ` %� -- •I - __ .. - -. ;3 EX. PK NAIL EX. UTILITY POLE l : 1- 92. , r .. EX. LAWN SPRINKLER VALVE 1, ,� .. \ \" \ \ --•� / .._ .. \\., w EX. LAWN SPRINKLER HEAD =,.. EX. SEMAPHORE i � .... EX. SERVICE -`�. i�. '� '•. � ` . 1 r I / . \ �*. `' � , _ - 1 I \ � EX. TELEPHONE BOX e EX. TEST HOLE .... r.' EX. TELEVISION BOX \ r 8 m i �\'` •` - \� �� �\ ` \ `\ / ( t ,/ `\ ,, EX. WATER WELL EX. MONITORING WELL -LOT `\ .. ._ I J. \ OU B / •� EX. MAILBOX EX. CONTROL POINT :...�\ .,, •. '•.. 7 }� ..... �•�- -1 �\ \\� ai - .•D— . —_... -..._ , f�f \ ``Z t EX. SPIKE II ' T EX. SIGN EX. CLEANOUT TEMPORARY \ \ n I \ 90 : l 1 EX. SIGNIFICANT TREE W ONSTRUCTION � I r. '•--a \ :.: ° ✓� \ : S 1 �'::� \ / - 8 a 1 ENTRANCE EX. TREE LINE • I I EX. GRAVEL SURFACE \, r. I \ I t .. i- ;..+ X.... " ""•+,,s'''.'- \'= '�`�_�v"`""`'' .i t '' / 'i �� %�_" i .,-•f t 1 L € D EX. BITUMINOUS SURFACE 08.0 ..� .. c - EX. CONCRETE SURFACE ._ ...:. __,.:.,, .,.�;:� .... .... _.�, ��.. -:� _\. ..�...-- ^ -•.°.^ ......... ....... ........ ...... .. .. ..._ �. _ 8 TOP OF SELECT BACKFiLL - LY1g1AN BOULEVARD '- ti --^-• ! „� -••''� ... .... "•-:: - MATERIAL ... ......... I .._-...... ..._ ,,,,, :.- ....,:v �. 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Z : C i 11.5 L .. .) 3 w. o ( r , S 1z.a t i t t ;1 4 \\ A X DNR- 10 -213W 100"IY H1(lL= 88b:4P�;� a MANAGE 2 WETLAND BOTTOM= 861.00 20' BUFFER WET VOL.- 2.654ACFT / �;TAINtfC/ W/�il1fLT !WITH I LL B H OME STORAGE VOL= 1.991ACFT ` AREA OF DRAINAGE= 13.746AC 1 Ot�S1RU0IlON AREA NWL- 0.646AC gk I r' man ' 3 ! ., t PIA WALL. - w rd00THED LINED TH E r -a ` ` ' E in �� -MT[NG MFf©(�T�9;,� I.H. 1164� UTFALL \\ A X PI$NEERnemin 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 w .pioneereng.com 0 2011 Pin , Engi ing r D109 D12 1 1 0 0 Lt d -_ aR.110 y 01. E.0.1 D111 Eo.F 1 112 D1.19 p -0UT OT S' 9.7' Ej. F + . Di 17 , 99 \,/ / �pD131.� D11t ".0 0 _I D116 A s +moo D1 p mo b. ' 99.5 0`r .... EO.F. + / ego I, i 9 0 85% 98. 6 99.< . �— (</ 98. L.P. � 8.65 O ? % ,.o Q E.O i 3 46 \ WATER QUALITY BASIN 100 NWL- 871.00 DNR- 10 -213W 100"IY H1(lL= 88b:4P�;� a MANAGE 2 WETLAND BOTTOM= 861.00 20' BUFFER WET VOL.- 2.654ACFT 30' SETBACK TO BUFFER STORAGE VOL= 1.991ACFT OUTLET= 863.50 AREA OF DRAINAGE= 13.746AC AREA NWL- 0.646AC / 3 t PIA WALL. I rd00THED LINED TH E PI$NEERnemin 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 w .pioneereng.com 0 2011 Pin , Engi ing r D109 D12 1 1 0 0 Lt d -_ aR.110 y 01. E.0.1 D111 Eo.F 1 112 D1.19 p -0UT OT S' 9.7' Ej. F + . Di 17 , 99 \,/ / �pD131.� D11t ".0 0 _I D116 A s +moo D1 p mo b. ' 99.5 0`r .... EO.F. + / ego I, i 9 0 85% 98. 6 99.< . �— (</ 98. L.P. � 8.65 O ? % ,.o Q E.O i 3 46 \ WATER QUALITY BASIN 100 NWL- 871.00 DNR- 10 -213W HWL= 873.72 MANAGE 2 WETLAND BOTTOM= 861.00 20' BUFFER WET VOL.- 2.654ACFT 30' SETBACK TO BUFFER STORAGE VOL= 1.991ACFT OUTLET= 863.50 AREA OF DRAINAGE= 13.746AC AREA NWL- 0.646AC `GRADE TEMPORARY DRAINAGE SWAL AT 0.0% GRADE 10 1 • SEED AND LINE MATH 26' MADE WOOD EROSION CONTROL BLANKET (CAT. 4). NOTE 1. CONTRACTOR RESPONSIBLE FOR MAINTANING EROSION AND SEDIMENT CONTROL MEASURES FOUND ON SHEET G4 AND CONTAINED IN THE S WPPP FOR THIS PROJECT. 2. "D101 ", "D102 ", ETC. INDICATES FUTURE LOT NUMBERS, FOR REFERENCE ONLY. SETBACKS SHORELAND ZONING RLM ZONING Front: Front: Garage foundation to R -O -W =25 Garage foundation to R -O -W =25 House foundation to R -O -W =25 House foundation to R -O -W =25 Side =5'- Garage 10'- Building Side =5'- Garage 10'- Building Rear -25' Rear -25' Min Area: Lyman Blvd. =41' Lot Area = 15,000 SF Min Area: Lot Width: Lot Area x,000 SF Lot Width --90'@ Front Setback Lot Width: 0 25 so too Max Impervious Coverage =25% Lot Width =65'@ Front Setback Lowest Opening 1.5' above Max Impervious Coverage =35% GRAPHIC SCALE IN FEET Emergency Overflow (E.O.F) Lowest Opening 1.5' above Emergency Overflow (E.O.F) SHEET G2 tGR 2) 110211- PHIGRDWG LEGEND 8 CATCH BASIN INLET PROTECTION TO BE INSTALLED AFTER 1ST LIFT OF BITUMINOUS. Va CATCH BASIN INLET PROTECTION TO BE INSTALLED WITH CATCH ••) , `- BASIN GRATE. 1 ; "'""'• °'•' PERIMETER EROSION CONTROL FENCE. INSATLL BEFORE START OF GRADING r;. HEAVY DUTY EROSION CONTROL FENCE INSATLL BEFORE START OF GRADING SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. "�,.� -- - y -. s• - s� rT3 yy eeeeeeeea 6e99e9A6 was SECONDARY EROSION CONTROL FENCE. £ TO BE INSTALLED AFTER COMPLETION OF SIDEWALK CONSTRUCTION. . - .t MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETIONS i -. � ' OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST MNDOT CAT 4 WOOD FIBER HV 2S EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ROCK CONSTRUCTION ENTRANCE INSATLL BEFORE START OF GRADING � JJ t STRAW BID ROLLS - INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST N �► ROCK BERM INSTALL WITHIN 7 DAYS OF GRADING COMPLETION N + OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ® no NOT no TEMPORARY SEDIMENTATION BASIN W /OUTLET DISTURB AREAS Z h . � F - - - - ->- TEMPORARY DRAINAGE SWALE Z ; €V i` ►� TEMPORARY POND OUTLET PI$NEERneeiin amm 0 50 100 200 GRAPHIC SCALE IN FEET SHEETG4(EC 1) 110111- PHI- EC.DWG 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fan: 681 -9488 — pioneereng.com © 2011 Pi— Engim ing PI$NEERneering TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876; CONSISTING OF. • MNDOT MIX 150 ® 40 LBS. PER ACRE OR APPROVED EQUAL • 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 DISTURBED. • TYPE 1 FERTILIZER, 10 -10-20 ® 200 LBS. PER ACRE PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE MATH MNDOT 2575 & 3876 CONSISTING OF: • MNDOT MIXTURE 250 AT 75 POUNDS PER ACRE- 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 DISTURBED. • TYPE 3 FERTILIZER, 22 -5-10 8O%W.I.N ® 350 LBS PER ACRE- SPECIAL SEED AREA RESTORATION SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876; CONSISTING OF: • BWSR 32 -291 • 84.5 POUNDS PER ACRE. • 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 DISTURBED. • TYPE 1 FERTILIZER, 10 -10 -20 ® 200 LBS. PER ACRE 1 / -=Mmm m 0 50 100 200 GRAPHIC SCALE IN FEET MEET G5 (SEED 1) 110211 - PHI- EC.DWG 2422 Enterprise Drive (65 t) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 — .pioneereng.com O 2011 P.—Eng —mg r r rvF cp,PACmx me � �'. SLINE 1110EDOXD S ��EE.N�Nc1H POST g9TEw% FABRC �T 6 Or. MAx SPACWG STAPLES FMB- AN..AQ T,1ENd. BAdFlLL Mi11 TAMPER XATUR. SOL a _ no,F 4LT FENf£ PREASSFMNFDU�1 1 1 \ vAPoA� A � — ALAN rlx: OF - A Wf p' i5 E 1R a T 9 p 0 . E a ils LDCATIOx a 4LT iptE OR PERENIE'R faxIROL lug SILT FENCE ENGINEERING DEPARTMENT R xw 5300 Mol!aq LAIN SHALL BE NAILED r x Y ,MBZQRµ MEMBFf6 SEN 1r ro iXE PGST MFILER -'N000S AROUND RIP AND ro sETN1E i4TEre G. .— FAStFNEO ro EAd POST IlaHe ". --M- r x A x Y LONG MoxoLtAln+r DEDTEx11lE MOO° Po a mcm. FABRC As PER MNDOT TABLE ]888 -t (NACMNE 91Cm� ADmIOUL b,q or FA08O FLAP AT To— OF Box I uM—A R-- f— Y c Y A91E0 RoOc RDff5L A�RO�LND � O X6 5 � nME 8' NINIYUN 5muenNeE. I LT BO INTEND Is OR:xxGµlOP OF SAiO %B1O ELOw EzTErN tlr MMw. Ew�EA�BEOILpC Ensnxc cftrnE. �EE� SILT BOX SEDIMENT TRAP 1 1 ENGYNEERING DEPARTMENT p 5302G O p0� 1-1 DEAN C...E. I ROd o "MNµoEPiM FIXi Roc% .oEPtN Fw w000c Ps � , N p{LL 1PE uxMLLxN ar oiT BERM 1O s MM-1 m-w 11 SITE FLTER —C 001 CONSTRUCTION �W ENTRANCE NGINEERING DEPART STAPIA AT AT CONSTRUCTION ENGINEERING 5301 I. R(NY WEEPER THE 9 MLLtx Y,Y De� MASRn ReoL1 v.! piCnOM Oi I� eNFA� F TYPE n eloiuNE rAIMeC AMCNpBD N T % e 11ExL It 4'AIIf.£ YETAL STAR£ OOAr15M S' NIFRYALS SOE a FA9IX; AT Y ODL) NIBNALS U 11" MA940 R II. BIO MFFPER S<VLL OOMNS,�Au I2I NRNaZ Y t,! ' —Am a IFE N Ii0 e%IILE rA:2 Tr'PE 9 wLW -. " HA9«LD Ro ) SiAR[s AL A . R-LS N H..AM L P wC�(NOdi w RST x u IRA ExnwTNE tERGM MOPE NAT Off WEEPER DITCH CHECK MEM / DITCH CHECK WITH WATTLE ENGINEERING DEPARTMENT ' Art - 5302 1/4" DIAMETER HOLES IN RISER TO DE —WATER SEDIMENT STORAGE. I FILTER GRAVEL ELEV= 889.0- TEMPORARY STORAGE PERMANENT POOL & SEDIMENT STORAGE TTED RISER ELEV =890.0 - - - - - EMERGENCY SPILLWAY CREST 3' MIN. PIPE DEPTH ® 1% MIN. SLOPE 38' ORIFICE PLATE—/ PVC PRINCIPAL—/ IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -1 (TYPICAL SECTION NOT TO SCALE) PIONEERenginem ing 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 W W W.pioneeieng.com 0 2011 Pia -Engirc nng OUTLET � PROTECTION IF REQUIRED SEDIMENT TRAP MANUFACTURED BY W MOO,ILC.SNAKOPEE. MN., ESS BROS., CORCORAN, MN. OR EQUAL MODEL CG23 �a -z.T Nd -now xwx -noM FABRIC tl IEi CIF FlLTER MEDw ALTER UCiI FRAIN EVEHL Av0 xf➢UCE IF MiER 5 CLOGGED MTN YDNENi. 2 REMU2 aBPoS /YUMEM Flt04 ftECERACIE AFRR EAd RNN EVERT. Rp Q �� IIOF Dp � CATCH BASIN mum SEDIMENT TRAP ENGINEERING DEPARTMENT R Ha 5302A z" TO Y rAS„m ROOK I. PLAIN NEW LL S DRAINAGE= i L� 3M I!'MN.I II. Y W A -A NIl7C AEC CF Ox XFT.)- 10 % MAINAGE s pp' WN. °'v L CEORZnIE FABRIC L 1x MIN. REVERY GRAUdT I II. TRAP OUTLE .. n TRAP USED Fp¢ Y5 A.. . v4 5 A LLS. . `""' i1sT vrR�I��F 'L? w cdiNnnwcoRN «ACE WEEW TEMPORARY SEDIMENT TRAP 2.5 ACRES OR LESS ENGINEERING DEPARTMENT Z 530 114" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL SLOTTED RISER -ELEV =899.0 TEMPORARY - - - - -- EMERGENCY SPILLWAY CREST 3' MIN. PIPE DEPTH ® 1% MIN. SLOPE PERMANENT POOL & 19 3' - 15" F SEDIMENT STORAGE INV =895.0 ORIFICE PLATE PVC PRINCIPAL IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -100 (TYPICAL SECTION NOT TO SCALE) SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS ................... sm LOT Z �.esfG O LOT 3 _ INFUT cox et a�tlaprp peP.LY as M..eL Pel9s �e � maWW� t. awMe w4ai.,,n< eY lump ..a.d " ". — A Te.a -sne A mM M. a, s -e Mu.. 1 Ie IF 1 s�. z e.,Mn a z a..n.. e•v o,a,.�a m.. a.aa eHa. .. ea.� a••e ...Rr se w ,4.. • s sL.. n ". .xn m..• m ..ba ."N� a m..mn. ,,... pnmw"nl eaeaiµ • S.I -Need Nlttk dams it slope is N:1 a gealW. 09 EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) ENGINEERING DEPARTMENT RAR xo 53026 _ 0 pCl' H1 O(6�R O yLP 1 Ns By Be. of .eEN M �� a m ue r .eter ee.. SHINGLING SOD pLP� �6 I Wn..e 4e ne. er .eke. M �e E�rtcLm o1 OVERLAPPING SOD HOR: ou �pa9Bln�m aaO la n� MaI1WalY regeFeea b�unluatoep ^ Ln w .BUeewaaat�or m .nia• eamnee EiagecW w auna9•tl " eue� " to lack of L pa a wePm aa... Urr9E SOD CRUM PLACEMENT ENGINEERING DEPARTMENT - 5303 1/4" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL TEMPORARY RISER EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE j LOT 1 \ \T 2 \ LOT 3 DRAINAGE SWALE ERIMETER I HOUSE I I .•.^a GARB a dTtFR �sTFEEi E«tRANCE s� SWINt IxIEi PROIECMOx DETAIL !]O]w �I�FNi ('ONIROL aa.aMe «a.nr a^d rv..L ee9ea. xel�uo L .ea«aaeL eenvaa aeea m we•Lee ao,LaNeaa, e vie • PaV � naw. Iwa nay. maa e.nn. N•a /> aL m... EROSIav CONTRA Tepsea -s,e nae . n,MxaNm o. 4-e Nmea or LePaw. • cPI•.I•Paoa ."L•a,« -r m r a� .�,we , «x Pr o aom ere :w�.e. - ay. d••P wwM nww a••rUY Mb" ein guNen. aP.napouta mee w,sgy Elugwton • v -s, uoe .. Nanxcla oaO Imnparor�r � «•ma ent 9 • S.aea - «eeB MmxeLa a.e. Lne r:w 3W'. • svelr -NSA Mark dwns Ir Mepe A «, N EROSION CONTROL FOR INDIVIDUAL LOT WITH SWALE DRAINAGE ENGINEERING DEPARTMENT °1A1E M°° 5302D PROJECT NAME PROJECT OESCRIPTICN -A 54 LOT SINGLE FAMILY RESIDENTIAL SIIBDIMSION DEVELOPER- NAME, PHONE NUMBER CONTACT- NAME NUMBER PERMITTED CONSTRUCTION HOURS- MON. -FRI. 6' 7AM -ePM SATURDAY 9AM -5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY. MAINTENANCE OR DEUVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. aw or AN«ASSEH dnx8 G DEPARTMENT 953 -71> -1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6" SIGN. � DEVELOPMENT 1.= INFO SIGN nVeID:t -la ENGINEERNG DEPARTMENT I M0 " 531 - - - - - � EMERGENCY SPILLWAY CREST TOP =873.0 3' MIN. PIPE DEPTH 0 1% MIN. SLOPE PERMANENT POOL & 791 - 12" F SEDIMENT STORAGE INV =871.0 INV =905. 2x3 CATCH ORIFICE PLATE PVC PRINCIPAL BASIN IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -2 (TYPICAL SECTION NOT TO SCALE) I J BKROLL WATTLE/ROU( r4DR TO BE REMOVED WHEN STABUZED. 1 c BKKtal WF BOCK a FABRIC ME 1N 5« IxIARD BonaM a LES 64 aR tz" PoONau _ - CF +x" io z' YCLRED NODE RS A9NED A- MNAl. x50E A YOx00W 'Es FABRC 5 E RS QIIOP FLARED END SEDIMENT TRAP ROCK WEIR/WATTLE ROLL ENGINEERING DEPARTMENT BArE Mo_ 53021 1/4" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL TEMPORARY RISER - - - - -� EMERGENCY SPILLWAY CREST TOP =892. 3' MIN. PIPE DEPTH 0 1% MIN. SLOPE PERMANENT POOL & 61' - 12" P) SEDIMENT STORAGE INV =890.0 INV =890.0 2x3 CATC ORIFCE PLATE PVC PRINCIPAL BASIN IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET - 200 (TYPICAL SECTION NOT TO SCALE) OUTLET � PROTECTION IF REQUIRED SHEET G6 (GR DTTS H 110211 -PHI_s ffM WG Mol!aq LAIN SHALL BE NAILED r x Y ,MBZQRµ MEMBFf6 SEN 1r ro iXE PGST MFILER -'N000S AROUND RIP AND ro sETN1E i4TEre G. .— FAStFNEO ro EAd POST IlaHe ". --M- r x A x Y LONG MoxoLtAln+r DEDTEx11lE MOO° Po a mcm. FABRC As PER MNDOT TABLE ]888 -t (NACMNE 91Cm� ADmIOUL b,q or FA08O FLAP AT To— OF Box I uM—A R-- f— Y c Y A91E0 RoOc RDff5L A�RO�LND � O X6 5 � nME 8' NINIYUN 5muenNeE. I LT BO INTEND Is OR:xxGµlOP OF SAiO %B1O ELOw EzTErN tlr MMw. Ew�EA�BEOILpC Ensnxc cftrnE. �EE� SILT BOX SEDIMENT TRAP 1 1 ENGYNEERING DEPARTMENT p 5302G O p0� 1-1 DEAN C...E. I ROd o "MNµoEPiM FIXi Roc% .oEPtN Fw w000c Ps � , N p{LL 1PE uxMLLxN ar oiT BERM 1O s MM-1 m-w 11 SITE FLTER —C 001 CONSTRUCTION �W ENTRANCE NGINEERING DEPART STAPIA AT AT CONSTRUCTION ENGINEERING 5301 I. R(NY WEEPER THE 9 MLLtx Y,Y De� MASRn ReoL1 v.! piCnOM Oi I� eNFA� F TYPE n eloiuNE rAIMeC AMCNpBD N T % e 11ExL It 4'AIIf.£ YETAL STAR£ OOAr15M S' NIFRYALS SOE a FA9IX; AT Y ODL) NIBNALS U 11" MA940 R II. BIO MFFPER S<VLL OOMNS,�Au I2I NRNaZ Y t,! ' —Am a IFE N Ii0 e%IILE rA:2 Tr'PE 9 wLW -. " HA9«LD Ro ) SiAR[s AL A . R-LS N H..AM L P wC�(NOdi w RST x u IRA ExnwTNE tERGM MOPE NAT Off WEEPER DITCH CHECK MEM / DITCH CHECK WITH WATTLE ENGINEERING DEPARTMENT ' Art - 5302 1/4" DIAMETER HOLES IN RISER TO DE —WATER SEDIMENT STORAGE. I FILTER GRAVEL ELEV= 889.0- TEMPORARY STORAGE PERMANENT POOL & SEDIMENT STORAGE TTED RISER ELEV =890.0 - - - - - EMERGENCY SPILLWAY CREST 3' MIN. PIPE DEPTH ® 1% MIN. SLOPE 38' ORIFICE PLATE—/ PVC PRINCIPAL—/ IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -1 (TYPICAL SECTION NOT TO SCALE) PIONEERenginem ing 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 W W W.pioneeieng.com 0 2011 Pia -Engirc nng OUTLET � PROTECTION IF REQUIRED SEDIMENT TRAP MANUFACTURED BY W MOO,ILC.SNAKOPEE. MN., ESS BROS., CORCORAN, MN. OR EQUAL MODEL CG23 �a -z.T Nd -now xwx -noM FABRIC tl IEi CIF FlLTER MEDw ALTER UCiI FRAIN EVEHL Av0 xf➢UCE IF MiER 5 CLOGGED MTN YDNENi. 2 REMU2 aBPoS /YUMEM Flt04 ftECERACIE AFRR EAd RNN EVERT. Rp Q �� IIOF Dp � CATCH BASIN mum SEDIMENT TRAP ENGINEERING DEPARTMENT R Ha 5302A z" TO Y rAS„m ROOK I. PLAIN NEW LL S DRAINAGE= i L� 3M I!'MN.I II. Y W A -A NIl7C AEC CF Ox XFT.)- 10 % MAINAGE s pp' WN. °'v L CEORZnIE FABRIC L 1x MIN. REVERY GRAUdT I II. TRAP OUTLE .. n TRAP USED Fp¢ Y5 A.. . v4 5 A LLS. . `""' i1sT vrR�I��F 'L? w cdiNnnwcoRN «ACE WEEW TEMPORARY SEDIMENT TRAP 2.5 ACRES OR LESS ENGINEERING DEPARTMENT Z 530 114" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL SLOTTED RISER -ELEV =899.0 TEMPORARY - - - - -- EMERGENCY SPILLWAY CREST 3' MIN. PIPE DEPTH ® 1% MIN. SLOPE PERMANENT POOL & 19 3' - 15" F SEDIMENT STORAGE INV =895.0 ORIFICE PLATE PVC PRINCIPAL IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -100 (TYPICAL SECTION NOT TO SCALE) SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS ................... sm LOT Z �.esfG O LOT 3 _ INFUT cox et a�tlaprp peP.LY as M..eL Pel9s �e � maWW� t. awMe w4ai.,,n< eY lump ..a.d " ". — A Te.a -sne A mM M. a, s -e Mu.. 1 Ie IF 1 s�. z e.,Mn a z a..n.. e•v o,a,.�a m.. a.aa eHa. .. ea.� a••e ...Rr se w ,4.. • s sL.. n ". .xn m..• m ..ba ."N� a m..mn. ,,... pnmw"nl eaeaiµ • S.I -Need Nlttk dams it slope is N:1 a gealW. 09 EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) ENGINEERING DEPARTMENT RAR xo 53026 _ 0 pCl' H1 O(6�R O yLP 1 Ns By Be. of .eEN M �� a m ue r .eter ee.. SHINGLING SOD pLP� �6 I Wn..e 4e ne. er .eke. M �e E�rtcLm o1 OVERLAPPING SOD HOR: ou �pa9Bln�m aaO la n� MaI1WalY regeFeea b�unluatoep ^ Ln w .BUeewaaat�or m .nia• eamnee EiagecW w auna9•tl " eue� " to lack of L pa a wePm aa... Urr9E SOD CRUM PLACEMENT ENGINEERING DEPARTMENT - 5303 1/4" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL TEMPORARY RISER EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE j LOT 1 \ \T 2 \ LOT 3 DRAINAGE SWALE ERIMETER I HOUSE I I .•.^a GARB a dTtFR �sTFEEi E«tRANCE s� SWINt IxIEi PROIECMOx DETAIL !]O]w �I�FNi ('ONIROL aa.aMe «a.nr a^d rv..L ee9ea. xel�uo L .ea«aaeL eenvaa aeea m we•Lee ao,LaNeaa, e vie • PaV � naw. Iwa nay. maa e.nn. N•a /> aL m... EROSIav CONTRA Tepsea -s,e nae . n,MxaNm o. 4-e Nmea or LePaw. • cPI•.I•Paoa ."L•a,« -r m r a� .�,we , «x Pr o aom ere :w�.e. - ay. d••P wwM nww a••rUY Mb" ein guNen. aP.napouta mee w,sgy Elugwton • v -s, uoe .. Nanxcla oaO Imnparor�r � «•ma ent 9 • S.aea - «eeB MmxeLa a.e. Lne r:w 3W'. • svelr -NSA Mark dwns Ir Mepe A «, N EROSION CONTROL FOR INDIVIDUAL LOT WITH SWALE DRAINAGE ENGINEERING DEPARTMENT °1A1E M°° 5302D PROJECT NAME PROJECT OESCRIPTICN -A 54 LOT SINGLE FAMILY RESIDENTIAL SIIBDIMSION DEVELOPER- NAME, PHONE NUMBER CONTACT- NAME NUMBER PERMITTED CONSTRUCTION HOURS- MON. -FRI. 6' 7AM -ePM SATURDAY 9AM -5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY. MAINTENANCE OR DEUVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. aw or AN«ASSEH dnx8 G DEPARTMENT 953 -71> -1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6" SIGN. � DEVELOPMENT 1.= INFO SIGN nVeID:t -la ENGINEERNG DEPARTMENT I M0 " 531 - - - - - � EMERGENCY SPILLWAY CREST TOP =873.0 3' MIN. PIPE DEPTH 0 1% MIN. SLOPE PERMANENT POOL & 791 - 12" F SEDIMENT STORAGE INV =871.0 INV =905. 2x3 CATCH ORIFICE PLATE PVC PRINCIPAL BASIN IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -2 (TYPICAL SECTION NOT TO SCALE) I J BKROLL WATTLE/ROU( r4DR TO BE REMOVED WHEN STABUZED. 1 c BKKtal WF BOCK a FABRIC ME 1N 5« IxIARD BonaM a LES 64 aR tz" PoONau _ - CF +x" io z' YCLRED NODE RS A9NED A- MNAl. x50E A YOx00W 'Es FABRC 5 E RS QIIOP FLARED END SEDIMENT TRAP ROCK WEIR/WATTLE ROLL ENGINEERING DEPARTMENT BArE Mo_ 53021 1/4" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL TEMPORARY RISER - - - - -� EMERGENCY SPILLWAY CREST TOP =892. 3' MIN. PIPE DEPTH 0 1% MIN. SLOPE PERMANENT POOL & 61' - 12" P) SEDIMENT STORAGE INV =890.0 INV =890.0 2x3 CATC ORIFCE PLATE PVC PRINCIPAL BASIN IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET - 200 (TYPICAL SECTION NOT TO SCALE) OUTLET � PROTECTION IF REQUIRED SHEET G6 (GR DTTS H 110211 -PHI_s ffM WG O p0� 1-1 DEAN C...E. I ROd o "MNµoEPiM FIXi Roc% .oEPtN Fw w000c Ps � , N p{LL 1PE uxMLLxN ar oiT BERM 1O s MM-1 m-w 11 SITE FLTER —C 001 CONSTRUCTION �W ENTRANCE NGINEERING DEPART STAPIA AT AT CONSTRUCTION ENGINEERING 5301 I. R(NY WEEPER THE 9 MLLtx Y,Y De� MASRn ReoL1 v.! piCnOM Oi I� eNFA� F TYPE n eloiuNE rAIMeC AMCNpBD N T % e 11ExL It 4'AIIf.£ YETAL STAR£ OOAr15M S' NIFRYALS SOE a FA9IX; AT Y ODL) NIBNALS U 11" MA940 R II. BIO MFFPER S<VLL OOMNS,�Au I2I NRNaZ Y t,! ' —Am a IFE N Ii0 e%IILE rA:2 Tr'PE 9 wLW -. " HA9«LD Ro ) SiAR[s AL A . R-LS N H..AM L P wC�(NOdi w RST x u IRA ExnwTNE tERGM MOPE NAT Off WEEPER DITCH CHECK MEM / DITCH CHECK WITH WATTLE ENGINEERING DEPARTMENT ' Art - 5302 1/4" DIAMETER HOLES IN RISER TO DE —WATER SEDIMENT STORAGE. I FILTER GRAVEL ELEV= 889.0- TEMPORARY STORAGE PERMANENT POOL & SEDIMENT STORAGE TTED RISER ELEV =890.0 - - - - - EMERGENCY SPILLWAY CREST 3' MIN. PIPE DEPTH ® 1% MIN. SLOPE 38' ORIFICE PLATE—/ PVC PRINCIPAL—/ IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -1 (TYPICAL SECTION NOT TO SCALE) PIONEERenginem ing 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 W W W.pioneeieng.com 0 2011 Pia -Engirc nng OUTLET � PROTECTION IF REQUIRED SEDIMENT TRAP MANUFACTURED BY W MOO,ILC.SNAKOPEE. MN., ESS BROS., CORCORAN, MN. OR EQUAL MODEL CG23 �a -z.T Nd -now xwx -noM FABRIC tl IEi CIF FlLTER MEDw ALTER UCiI FRAIN EVEHL Av0 xf➢UCE IF MiER 5 CLOGGED MTN YDNENi. 2 REMU2 aBPoS /YUMEM Flt04 ftECERACIE AFRR EAd RNN EVERT. Rp Q �� IIOF Dp � CATCH BASIN mum SEDIMENT TRAP ENGINEERING DEPARTMENT R Ha 5302A z" TO Y rAS„m ROOK I. PLAIN NEW LL S DRAINAGE= i L� 3M I!'MN.I II. Y W A -A NIl7C AEC CF Ox XFT.)- 10 % MAINAGE s pp' WN. °'v L CEORZnIE FABRIC L 1x MIN. REVERY GRAUdT I II. TRAP OUTLE .. n TRAP USED Fp¢ Y5 A.. . v4 5 A LLS. . `""' i1sT vrR�I��F 'L? w cdiNnnwcoRN «ACE WEEW TEMPORARY SEDIMENT TRAP 2.5 ACRES OR LESS ENGINEERING DEPARTMENT Z 530 114" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL SLOTTED RISER -ELEV =899.0 TEMPORARY - - - - -- EMERGENCY SPILLWAY CREST 3' MIN. PIPE DEPTH ® 1% MIN. SLOPE PERMANENT POOL & 19 3' - 15" F SEDIMENT STORAGE INV =895.0 ORIFICE PLATE PVC PRINCIPAL IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -100 (TYPICAL SECTION NOT TO SCALE) SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS ................... sm LOT Z �.esfG O LOT 3 _ INFUT cox et a�tlaprp peP.LY as M..eL Pel9s �e � maWW� t. awMe w4ai.,,n< eY lump ..a.d " ". — A Te.a -sne A mM M. a, s -e Mu.. 1 Ie IF 1 s�. z e.,Mn a z a..n.. e•v o,a,.�a m.. a.aa eHa. .. ea.� a••e ...Rr se w ,4.. • s sL.. n ". .xn m..• m ..ba ."N� a m..mn. ,,... pnmw"nl eaeaiµ • S.I -Need Nlttk dams it slope is N:1 a gealW. 09 EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) ENGINEERING DEPARTMENT RAR xo 53026 _ 0 pCl' H1 O(6�R O yLP 1 Ns By Be. of .eEN M �� a m ue r .eter ee.. SHINGLING SOD pLP� �6 I Wn..e 4e ne. er .eke. M �e E�rtcLm o1 OVERLAPPING SOD HOR: ou �pa9Bln�m aaO la n� MaI1WalY regeFeea b�unluatoep ^ Ln w .BUeewaaat�or m .nia• eamnee EiagecW w auna9•tl " eue� " to lack of L pa a wePm aa... Urr9E SOD CRUM PLACEMENT ENGINEERING DEPARTMENT - 5303 1/4" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL TEMPORARY RISER EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE j LOT 1 \ \T 2 \ LOT 3 DRAINAGE SWALE ERIMETER I HOUSE I I .•.^a GARB a dTtFR �sTFEEi E«tRANCE s� SWINt IxIEi PROIECMOx DETAIL !]O]w �I�FNi ('ONIROL aa.aMe «a.nr a^d rv..L ee9ea. xel�uo L .ea«aaeL eenvaa aeea m we•Lee ao,LaNeaa, e vie • PaV � naw. Iwa nay. maa e.nn. N•a /> aL m... EROSIav CONTRA Tepsea -s,e nae . n,MxaNm o. 4-e Nmea or LePaw. • cPI•.I•Paoa ."L•a,« -r m r a� .�,we , «x Pr o aom ere :w�.e. - ay. d••P wwM nww a••rUY Mb" ein guNen. aP.napouta mee w,sgy Elugwton • v -s, uoe .. Nanxcla oaO Imnparor�r � «•ma ent 9 • S.aea - «eeB MmxeLa a.e. Lne r:w 3W'. • svelr -NSA Mark dwns Ir Mepe A «, N EROSION CONTROL FOR INDIVIDUAL LOT WITH SWALE DRAINAGE ENGINEERING DEPARTMENT °1A1E M°° 5302D PROJECT NAME PROJECT OESCRIPTICN -A 54 LOT SINGLE FAMILY RESIDENTIAL SIIBDIMSION DEVELOPER- NAME, PHONE NUMBER CONTACT- NAME NUMBER PERMITTED CONSTRUCTION HOURS- MON. -FRI. 6' 7AM -ePM SATURDAY 9AM -5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY. MAINTENANCE OR DEUVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. aw or AN«ASSEH dnx8 G DEPARTMENT 953 -71> -1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6" SIGN. � DEVELOPMENT 1.= INFO SIGN nVeID:t -la ENGINEERNG DEPARTMENT I M0 " 531 - - - - - � EMERGENCY SPILLWAY CREST TOP =873.0 3' MIN. PIPE DEPTH 0 1% MIN. SLOPE PERMANENT POOL & 791 - 12" F SEDIMENT STORAGE INV =871.0 INV =905. 2x3 CATCH ORIFICE PLATE PVC PRINCIPAL BASIN IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -2 (TYPICAL SECTION NOT TO SCALE) I J BKROLL WATTLE/ROU( r4DR TO BE REMOVED WHEN STABUZED. 1 c BKKtal WF BOCK a FABRIC ME 1N 5« IxIARD BonaM a LES 64 aR tz" PoONau _ - CF +x" io z' YCLRED NODE RS A9NED A- MNAl. x50E A YOx00W 'Es FABRC 5 E RS QIIOP FLARED END SEDIMENT TRAP ROCK WEIR/WATTLE ROLL ENGINEERING DEPARTMENT BArE Mo_ 53021 1/4" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL TEMPORARY RISER - - - - -� EMERGENCY SPILLWAY CREST TOP =892. 3' MIN. PIPE DEPTH 0 1% MIN. SLOPE PERMANENT POOL & 61' - 12" P) SEDIMENT STORAGE INV =890.0 INV =890.0 2x3 CATC ORIFCE PLATE PVC PRINCIPAL BASIN IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET - 200 (TYPICAL SECTION NOT TO SCALE) OUTLET � PROTECTION IF REQUIRED SHEET G6 (GR DTTS H 110211 -PHI_s ffM WG - - - - - � EMERGENCY SPILLWAY CREST TOP =873.0 3' MIN. PIPE DEPTH 0 1% MIN. SLOPE PERMANENT POOL & 791 - 12" F SEDIMENT STORAGE INV =871.0 INV =905. 2x3 CATCH ORIFICE PLATE PVC PRINCIPAL BASIN IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET -2 (TYPICAL SECTION NOT TO SCALE) I J BKROLL WATTLE/ROU( r4DR TO BE REMOVED WHEN STABUZED. 1 c BKKtal WF BOCK a FABRIC ME 1N 5« IxIARD BonaM a LES 64 aR tz" PoONau _ - CF +x" io z' YCLRED NODE RS A9NED A- MNAl. x50E A YOx00W 'Es FABRC 5 E RS QIIOP FLARED END SEDIMENT TRAP ROCK WEIR/WATTLE ROLL ENGINEERING DEPARTMENT BArE Mo_ 53021 1/4" DIAMETER HOLES IN RISER TO DE -WATER SEDIMENT STORAGE. I FILTER GRAVEL TEMPORARY RISER - - - - -� EMERGENCY SPILLWAY CREST TOP =892. 3' MIN. PIPE DEPTH 0 1% MIN. SLOPE PERMANENT POOL & 61' - 12" P) SEDIMENT STORAGE INV =890.0 INV =890.0 2x3 CATC ORIFCE PLATE PVC PRINCIPAL BASIN IF REQUIRED SPILLWAY PIPE TEMPORARY POND OUTLET - 200 (TYPICAL SECTION NOT TO SCALE) OUTLET � PROTECTION IF REQUIRED SHEET G6 (GR DTTS H 110211 -PHI_s ffM WG TOPSOIL ARIES GRADING GRADE 3,0• PROPOSED FINISHED GRADE -EXISTING GRADE SELECT BACKFILL) \\ // LIMIT OF SUBGRADE EXCAVATION MATERIAL DRAINAGE & UTILITY c7 ---- - - - - -- Lo.0 r�- 35 (+L P ,,P EASEMENT I O BLOCK NO. SELECT " SETBACK LOWEST OPENING-----, I I KFILL MATERIAL BACKFILL R 4 X ' ELEVATION ' LOT N0. 10' TYPICAL POND SECTION 1 FINISHED GRADE W l SETBACK (MIN.) .H LOWEST FLOOR-------, I I STAB BERM 4 1 1 q -- ELEVATION I ROUSE RAMBLER OR SPLIT ENTRY I I � GROUND ELEVATION I F =928 LO - RAMBLER LOOKOUT OR SPLIT 10:1 10:1 j @ BUILDING .0 I ENTRY WALKOUT -_ Nv� -�- GRADING GRADE RECOMMENDED I LO WO - RAMBLER WALKOUT 3 '^ 3 GARAGE SIDE I SLO -SIDE LOOKOUT 1 1 I SWO -SIDE WALKOUT o ' o' 1 BOTTOM FINISHED ELEVATION WO INSTALL MNDOT CATAGORY 2 Font: ®LOT CORNER L - - - - - - - - - - EROSION CONTROL BLANKET VARIES I 35.5 34.5 ON DITCH SLOPES & BERM A STREET j 10 LOT INFORMATION 10' o (TYPICAL SECTION NOT TO SCALE) ' I j , o TOPSOIL ARIES GRADING GRADE 3,0• PROPOSED FINISHED GRADE -EXISTING GRADE SELECT BACKFILL) \\ // LIMIT OF SUBGRADE EXCAVATION MATERIAL SELECT BACKFILL MATERIAL / Pg' 35 (+L P ,,P COMPACTED BACKFILL� 60' R SELECT " SETBACK G4�rr wnz NON- SELECT BACKFILL MATERIAL KFILL MATERIAL BACKFILL R 4 X ' COMPACTED BACKFILL COMPACTED BACKFILL 1 FINISHED GRADE W l SETBACK (MIN.) BOTTOM OF STAB 0. YiN MATE SUBGRADE CORRECTION DETAIL NO SCALE n PIONEERneetin 1422 Enterprise Drive (651) 681 -1914 Mendom Heights, MN 55120 Fax: 681 -9488 _.pwmereng.com W W W LOT PROFILE ... .,. ..•. - ...:..:. OIRECIION'OF', FLOW .:.,' .. STREET PROFILE - ...• - -. .. DIRECTION FLOW ON S OEE 0.5' 0.5' LOT BENCHING DETAIL NO SCALE PHA SEQUENCE 1. THE SZE OF EACH FILL OPERATION WILL BE DETERMINED BY THE QUANTITY OF SOIL IMPORT. 2. EACH PHASE WILL CONSIST OF THE GRADING SEQUENCE OUTLINED BELOW. GRADING SEQUENCE 1. DETERMINE SIZE OF FILL AREA BASED ON AVAILABLE SOIL 2. INSTALL ROCK CONSTRUCTION ENTRANCE 3. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE) 4. STRIP TOPSOIL. STOCKPILE AND STABIU2E IN BER►1 FUME SPREADING. 5. DIG TEMPORARY SEDIMENT BASIN. BASIN TO BE 1600 CF /ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 509 FULL 6. ALL SOIL WILL BE TESTED FOR SUITABILITY FOR FILL PER THE BORROW PIT RECLAMATION PROTOCOL PRIOR TO BEING BROUGHT ONSIE 7. ALL SOILS WILL BE COMPACTED PER THE BORROW PIT RECLAMATION PROTOCOL B. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 9. COMPLETE SITE GRADING PER PLAN. 10. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4 DEPTH. 11. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS 12. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES GENERAI NOTES 1. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.ES. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF 2. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WWENEVER CONSTRUCTION IS IN PROGRESS 3, BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 4. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 5. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED STE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE WRING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND /OR CEMATIC EVENTS AND W PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES S. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE. ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS 7. WHEREVER POSSIBLE. PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TD HELP FILTER RUNOFF. & OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS. LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE DO NOT BACK - BLADE LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 9. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 367„ CONSISTING OF: • MNDOT MIX 150 O 40 LBS PER ACRE OR APPROVED EQUAL • MULCH SHALL BE MNDOT TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. INSTA TO MINIMUM 909 COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTILIZER. 10 -10-20 O 200 LBS PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OR • MNDOT MIXTURE 240 AT 75 POUNDS PER ACRE • MULCH SHALL BE MNOOT TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL INSTALLED TO MINIMUM 909 COVERAGE OF THE SURFACE AREA DISTURBED.MUL.CH AT 90 9 COVERAGE WITH DISC ANCHOR. • TYPE .3 FERTILIZER, 22 -5-10 80RWI.N O 350 LES PER ACRE 11. SLOPES AT 3:1 OR STEEPER. AND /OR ,MERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEFDED WITH TACKIFER MULCH. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS 13. IF BLOWING DUST BECOMES A NUISANCE THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL STE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. CONSTRUCTION ACTIVITY REQUIREMENTS A EROSION PREVENTION PRACTICES 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS. HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SLT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 2. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 SLOPES), 14- DAYS (10.1 TO 3:1 SLOPES), OR 21 DAYS EIOIL AREAS WITH ( FLATTER THAN A POSITIVE SLOPE M 1 0-1 ) . M A THESE CURB AND GUTTER SYSTEM, STORM SEWER INLE T. DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER 3. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 UNEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING M A SURFACE WATER). 4. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY. OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TD A SURFACE WATER. B. SEDIMENT CONTROL PRACTICES I. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. ER TIONS. IF DOWN GRADE SYSTEM IS OVERLOADED. ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKE$ OR OTHER APPROVED METHODS AND /OR AS SHOWN ON THE EROSION CONTROL PLAN. 2 SEDIMENT CONTROL PRACTICES MUST BE ESTABUSHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SNORT TERM ACTIVITIES HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS OR CONDUITS OR DITCHES 6. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND /OR AS SHOWN ON THE EROSION CONTROL PLAN. C. DEWAYERING AND SURFACE DRAJNA 1. DEWATEHING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER IT MUST BE TREATED WITH THE APPROPRIATE BMWS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP. SAND BAGS. PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS EROSION, OR INUNDATION OF WEILANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPECTIOIJS ANO MAINTENANCE 1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.ES. REQUIREMENTS. (NOTE LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) E POLLUT10H PREVENTION MANAGEMENT MEASURES 1. SOLD WASTE MUST BE DISPOSED OF PER M.P.C.A REQUIREMENTS. 2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A REGULATIONS 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE w, SETBACK 5 35 (+L 25' 60' R " SETBACK 1. JD R SETBACKS Z , J I (MIN.) 1 FINISHED GRADE W l SETBACK (MIN.) FINISHED GRADE J, I (MIN.) 85'Wide Single Family Lots 75' SINGLE 3; j - 'I GRADING GRADE 3; ° j LO GRADING GRADE 31 0! p �j WO I Font: FAMILY LOTS I A Ga rage 5 j 10 g' 10' o ' I j , o I foundation n to R-O-W =25 07 0.5' TOPSOIL HOLD DOWN - - - -- - 10' ° 0.5' TOPSOIL ! RE- SPREAD - -- - - 10. o j Side =S' Garage 10'- Building AND rn �K' - RE- SPREAD I - - - - -- - - - -- - -- KD :.? 0.5' TOPSOIL] Rear -25' - ` RE- SPREAD Min Area: SET BACKS 2.67' HOLD HOLD Lot Area x,000 SF BASEMENT FLOOR DOWN 3.0' HOLD DOWN BASEMENT FLOOR DO DOWN Lot Width: LOOKOUT BASEMENT FLOOR RAMBLER WALKOUT Lot Width =85 (TYPICAL SECTION NOT TO SCALE) (TYPICAL SECTION NOT TO SCALE) (TYPICAL SECTION NOT TO SCALE) Max Building Coverage =35% 25% in ShoreLlnd Overlay SETBACKS FUT w, w! 28' R 25' SETBACK 50' IE z; 25' 22' 28' R 65' Wide Single Family Lots SETBACK SETBACK 65' SINGLE Z ' I (MIN.) I FINISHED w z. (MIN.) FINISHED GRADE (MIN.) Front: FAMILY LOTS o' GRADE GRADING GRADE j �I 3; GRADING GRADE o' j Garage foundation [o R -O -W =25 R N 1I o WO House foundation to R -O -W =25 HOLD DOWN I 10' QLO 10' 0 0 10' j 10 j 0.5' TOPSOIL j Side =5'- Garage 10'- Building AND o 10• 0.5' TOPSOIL RE- SPREAD I - - - - -- - 10 . co j Rear--25' SET BACKS c RE- SPREAD I :`?� 0.5' TOPSOIIj Min Area: °D -- RE- SPREAD ; Lot Area --9,000 SF 2.5' HOLD 3.0' HOLD HOLD Lot Width: BASEMENT FLOOR-/ DOWN LOOKOUT BASEMENT FLOOR DOWN BASEMENT FLOOR DOWN DOW Lot =65' Max Building Coverage =35% (TYPICAL SECTION NOT TO SCALE) i,,,,,,,.., RAMBLER «„t,,,., .,,.r r„ _,.., -. WALKOUT iT..o,..., ��..r...� 1 r,. 1- =T 25% in Shoreland Overl Y KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS ILATW. --No MUS —No T OVERSTORY TREES YEA AND /pi DESORNED 1LNG5. Q NDT WT n UN psrUIBED NAIVE SOIL W 1NpRgWTILY F, -a. HB HACKBERRY CELTIS OCCIDENTAUS 2.5" B&B 3 �� NM NORTHWOODS MAPLE ACER RUBRUM 'NORTHWOODS' 2.5" B&B 4 S0. TALL PLANT SO FLARE IS RB RIVER BIRCH BETULA NIGRA 'HERITAGE' CLUMP 10' B&B 2 r—w RO RED OAK /QUERCUS RUBRA 2.5" B&B 6 1 > _ SL SM SENTRY UNDEN UA AMERICANA 'SENTRY SIENNA GLEN MAPLE ACER FREEMANII X 'SIENNA GLEN' 2.5" B&B 2.5" B&B 2 7 "IN APPROMYATELY 12 Di = EVERGREEN TREES 1HE TOP O' RGOTBALL. wAIFR PLANT. REMOVE ` � JU 1NOIE BA—G. BS BLACK HILLS SPRUCE/PICEA GLAUCA DENSATA 7' B&B 8 7' AVERAGE HEIGHT, 6' MINIMUM o zs so loo LRE�. TER. REMOVE I11 BLRL�M AND NALS FROM REMOVE NL TMxE - ORNAMENTAL TREES - GRAPHIC SCALE IN FEET JTL JAPANESE TREE LILAC SYRINGA RETICULATA SINGLE -STEM Y B&B 8 PFC PRAIRinRE CRAB ALUS 'PRAIRIFIRE' 2.5" B&B 1 1 STC SUGAR TYNE CRAB MALUS 'SUGAR TYME' 2.5" B&B 8 TREES ON PRIVATE LOTS TO BE PLANTED AFTER HOMES ARE BUILT. CITY PARK TO BE DESIGNED AND CONSTRUCTED BY OTHERS CONIFERS TO BE A MINIMUM OF 6' IN HEIGHT WITH AN AVERAGE OF 7'. FRONT YARD DECIDUOUS TREES MUST BE A MINIMUM OF 2.5 ". ALL OTHER DECIDUOUS TREES TO BE MINIMUM 1.5" WITH AN AVERAGE OF 2.5" REQUIRED NUMBER OF TREES: 248 (SEE TREE PRESERVATION PLAN FOR CALCULATIONS) FIRST ADDITION PROPOSED TREES: 49 TREES REMAINING TO BE PLANTED ON FUTURE ADDITIONS: 199 LANDSCAPE NOTES - THE LANDSCAPE CONTRACTOR SNALL w TIE PROECT SITE TO BECOME FAMWAR — THE EASTING CONDTIONS PBW To SUBMITIINC A BID. - THE LANDSCAPE GONTNACTW SHAD NOTIFY THE LANDSCAPE —ITECT OF PROPOSED PHYSICAL START DATE AT LEAST D DAYS IN AD- - THE LANDSCAPE —ACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXSTING UTILITY LOCATIONS ON TINE PROUECT SITE wTH GOPHER STATE ONE CALL 1- RDO -25I -1166 PRIOR TO COMMENTING MYMK. THE LANDSCAPE CONTRACTOR SNALL BE RESPONSIME FOR TIE PRoner. AND REPAR OF EXISTING UTILITIES DAMAGED — G CONSTRUCTION AT NO COST TO THE OMNER. NOTIFY TNE LANDSCAPE AKNITECT OF ANY CWFLCTS TO FATUTATE RANT RELOCATION - WADING To BE PERFORMED BY OTHERS. - NO RANT MATERIAL SHALL BE INsTAULEO UNTIL GRADING AND CONSTRUCTION HAS BEEN COMREIED IN TIE "MEDIATE AREA ALL PLANT MATERIAL SHALL MEET TIE STANDARDS FOUND IN TINE ANERIGW ASSOCIATION OF NURSERYMEN- AMERICAII STANDARD FOR NURSERY STOCK - ALL CONTANER MATERIAL TO BE GRON" IN THE CWTANER A MINIMUM OF SIX (6) MONTHS PRIOR TO PUNTING ON SITE - DETWWS AND COMEROUS TREES S"A- NOT BE STAKED, BUT THE LANDSCAPE CONTRACTOR MUST WARANIEE s—DAMul To A -D SPEED OF 60 MP.H. - TE LANDSCAPE CONTRACTOR SHA . PRO— A MINIMUM WARANTEE OF WE YEAR ONE ME REPLACEMENT ON MEIN PLANT MATERIALS WARANTEE WALL BE ACRI ED UPON BY OESELOPEt/BUIIDEt AND LANDSCAPE CONTRACTOR - TE LANDSCAPE ARWITECT RESERVES THE RIGHT To REJECT ANY RANTS NNIW ARE OEENED UNSATISFACTORY BEFORE WRNG OR AFTER INSTAILAION. - F TNERE IS A DESCEPANCY BEn.EEm THE NUMBER OF RANTS SNONIN W THE RAN AND TIE NUMBER SHOwN ON THE RANT UST. THE NULBER SIIOTR W TIE PLAN RILL TAKE PRECfOENLE -1NE LANDSCAPE CONIRAL•Igt SHALL BE RESOOHSB{E FOR ALL MULTES AND PLANING SOIL WANTTES TO COMPLETE'MORK . W ENE PUN. THE LANDSCAPE CONTRACTOR STALL `RE FY ALL WANRDES 9NOwI W THE RANT SCNEDLUE. COMMERI DRADE POLY UwN E % SHALL BE INSTALLED MNERE NOTED. - 1NE LANDSCAPE CWTRACTW STALL REPAIR Al DAMAGE ro TIE SITE CWSED BY THE PLANING OPERATION AT No COST TO TE ORNM THE LANDSCAPE CWTRACTR SHAL IUFP PAYDENI3 TtAI UNSTUREO. AL PEDESTRIAN AND "EAGLE ACCESS TO BE .-.NO THRDUWOUT CONSTRUCTION PEBOD. ALL MASHES STALL BE PRWPnr R,Mo,E, FROM DIE STE ANY DAMAGE ro EJOSWG FACILITIES SNARL BE NEPARFD AT TIE CONTRACTOR'S DPENSE - THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING — Al APPLIC CODES, RETMARWS ANa PEWITS OOY9WRNG DIE — - STOAGE OF MATERIALS W SUPPLIES ON-STE MILL NOT BE ALLOREE, PI$NEEReqine�n r r CONIFEROUS TREE PLANTING DETAIL W ALL V01 SITE PLANTS -0 t£ADER QQ_bDj AN WATER wMN TYq OF' TRIM OUT DEAD — AND ILATW. --No MUS —No T WATER To SETTLE PLAITS AND YEA AND /pi DESORNED 1LNG5. Q NDT WT n UN psrUIBED NAIVE SOIL W 1NpRgWTILY F, -a. LE R Qg PANT ��\ ` GORIER W1NIN TWO NWRS O ONLE55 SOIL .*—RE IS ° IXCESSIVE �� NSTAlATW. AlEA1N: MUST BE SI UFFl CENT TO TNOROIpWLY SUN PLANT ON OR TNN %RW�cx "v 11vE wL COMPAQ D BAO(FILL �` � .J d) �o F // SATURATE N R OOT BALL AND PLACE YLLCH RITNIN IB HOURS S0. TALL PLANT SO FLARE IS r � I / ` l OF THE SECONO MATEING L MOIST IS OR UP TO Y A,MnEATNE F.— GRADE 9 — 0\� / \r r—w PULE PUNT F✓ �\ � $IPEDOED 'I'000 WLCII I {- IN AP AND 1 > _ DEEP (QLL1WI PLACE YVLW CANST TRUNK O TREE). 'LIRE BEET SE TACT. BACKFTLL „ "IN APPROMYATELY 12 Di = PLUMB AMB BAQU11 WM BRFIJf 'DIES a 1HE TOP O' RGOTBALL. wAIFR PLANT. REMOVE ` � JU 1NOIE BA—G. TOP k DF HIKE a= T OR E "pa AL . ICN NHICNEYErt Is Is o zs so loo LRE�. TER. REMOVE I11 BLRL�M AND NALS FROM REMOVE NL TMxE - - GRAPHIC SCALE IN FEET SCARIFY BOTTOM AND SIDS O ROLE PRION 10 PLANTING. ., .. 2 -0 TINES BAl bAMETER I 1 j I I I •'� WETLAND bUTLOT ` 1 Ir , 1NOODkAND AREA $:. Y s — / BS 2� CITY NE[5 AND BUM T Y �. _ _ ".1•„ ; l i l t , ��,,,."" _� 1� / f '�'�' �\,:�,_�,- .-- ,_,„ -."°. l/ B OTHERS > �r i` PARK ELEMENTS,SFiOWN FOR 'INF(JRMA OVAL PURPpSF,� ONLY I PFC =l -1 w , / / I � jt t ,„,s� � / I �� � • i � , !_ c ° a p p' � � /,: o � y �• t , i , y / i' r , , , , ; / / s PERAIAY4ENT DRAINAGE -EASEMENT -. -- PER MINNESOTA DEPARTMENT,QF , TRANSPORTATION RIGHT QF WAY" PLA ` , r� / N •. r r ,t� ... `,. -- - - -- F WOODLAND AREA\ , DECIDUOUS TREE PLANTING DETAIL WEAK AND/OR OEfptuED W ALL V01 SITE PLANTS -0 t£ADER QQ_bDj AN WATER wMN TYq OF' OUTS ILATW. --No MUS —No T SET PLAIT W BE S BE SIUf RE ROOT To — SATURATE ROOT BALL ANO ARB UN psrUIBED NAIVE SOIL W 1NpRgWTILY PLANWG NTE —1 R s BACKFlLL STALL RANT SO PLAT: E SE D - AB ..RS O THE SECOND WATERING TIN OR ROOT FLARE 5 AT OUP TO RA ABOVE ME ONLE55 SOIL .*—RE IS ° IXCESSIVE FlNISIIED WADE %ALE PLANT M PLANTING o SDEEP MOLD mm. {' N.. . (IF u AND .OU E w BASI(ET. (F s.D). DEEP (OO NDT PUCE YULW . A GAINST TRU. OF TREE). TACT. 9—U. w1NIN APPROAYA— T2' OF RVYB AND BATOT. MTI BACIRU SOL BREAK DORM ^ E TOP or ROOTBA L TER PWIT. REPOSE SIDES OF NTE NNEN BAT(nWNG. TM Y• CF TIE BASKET OR N 10P NO Is IB GS, R. KNOW Is IeN WEAIER. REPOSE ALL GURU➢ AND NALS FROM Y O THE G AEL A RFMO ALL TRINE. _ - SCA— BOTTOM AND SIDES OF HTE PRIOR ro PLANING. -3 -ES BAL pwE1FR R �v I >A VLD 1 ; VOODLAND AREA I Im „O I� A 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 fu; 681 -9488 — pioneaeFig. — 0 2010 Pi—, Engu —mg e 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 fu; 681 -9488 — pioneaeFig. — 0 2010 Pi—, Engu —mg • f t i /: s1.. F 1, C .�.... I 7 i 3 - 2 J - _ /� 3 _ , I '- ..ate^" 'L.y;; _,,,,�• l' /'' .90$ 1Z I • f t i /: s1.. F 1, C .�.... I PI$NEERne�n 2422 Enterprise Drive (651)681 -1914 I Mendota Heights, MN 55120 Ear: 681 -9488 — .pioneereng.com © 2010 Piorcc F— marine WETLAND s I hereby candy h. Ibis plan was prcWe i by ale m alder my evea snpary and v t Name M amadWy Gamed Pmfefi -d Eng—, IrnoiferLltnmpeon o ,r the laws ofd Sma of L7irvv:sou Reg. No. 44763 p- jI Gross Canopy Area: 12.4 acres Canopy within Park /wetland area: 5.4 acres Net Canopy Area: 7 acres Baseline Canopy Coverage: 19.6% Canopy to be saved: 3.4 acres Canopy to be removed: 3.6 acres x 1.2 (city multiplier /penalty for falling under required canopy) =4.3 acres Net Canopy Area after grading (and 1.2 penalty): 2.7 acres �1\ Minimum Canopy Coverage Requirement: 25% of net project area of 35.7 = 8.9 acres Credited remaining existing Canopy of 2.7 acres Required additional Canopy Coverage to be mitigated: 6.2 acres (270,072 sf) Each additional tree = 1,089 sf Additional trees requir to meet Canopy Coverage Requirement: 248 See Landscape plan for proposed tree locations and plant schedule T I d 0 50 loo zoo GRAPHIC SCALE IN FEET 110211 M2 TREE PRESERVATION PLAN 935 WAYZATTA BOULEVARD EAST L AI�EVIEW T1 of 4 WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA 7 i 3 - 2 J - _ 3 _ PI$NEERne�n 2422 Enterprise Drive (651)681 -1914 I Mendota Heights, MN 55120 Ear: 681 -9488 — .pioneereng.com © 2010 Piorcc F— marine WETLAND s I hereby candy h. Ibis plan was prcWe i by ale m alder my evea snpary and v t Name M amadWy Gamed Pmfefi -d Eng—, IrnoiferLltnmpeon o ,r the laws ofd Sma of L7irvv:sou Reg. No. 44763 p- jI Gross Canopy Area: 12.4 acres Canopy within Park /wetland area: 5.4 acres Net Canopy Area: 7 acres Baseline Canopy Coverage: 19.6% Canopy to be saved: 3.4 acres Canopy to be removed: 3.6 acres x 1.2 (city multiplier /penalty for falling under required canopy) =4.3 acres Net Canopy Area after grading (and 1.2 penalty): 2.7 acres �1\ Minimum Canopy Coverage Requirement: 25% of net project area of 35.7 = 8.9 acres Credited remaining existing Canopy of 2.7 acres Required additional Canopy Coverage to be mitigated: 6.2 acres (270,072 sf) Each additional tree = 1,089 sf Additional trees requir to meet Canopy Coverage Requirement: 248 See Landscape plan for proposed tree locations and plant schedule T I d 0 50 loo zoo GRAPHIC SCALE IN FEET 110211 M2 TREE PRESERVATION PLAN 935 WAYZATTA BOULEVARD EAST L AI�EVIEW T1 of 4 WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA w 7� 741 74r 71 l 7399 • f 1� 739$ \ \ \ \ 73'9 7:392 � A E ROSION CON'TR \ N `GE/ \ *Y EE PROTECTION FE w 7367 \ \ 94. t � 1 � x,385 \ 8B0 3 J : \ 1 8 9 d r \ --- \ '7(7945 7077 • � \ 1 • '087 8 _�7 6k i 76 \� 73 ICI 7087 ' 73 0 iA 1 1 I 731'5., } : 7&4 \ • 7 731'?�gy6 3 \ 3�1 �• 7330 88 '; 73565 F 7 73 1'�" 7 \\ 734 , 9, G wi, ti 73 D' 73' 9 190 f= ;73 AD MO`N \ N ' ' � 1 I J i - I .7 )' ;r t_ " B e ................ _ PI$NEERneering 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 ax: 681-9488 8h F www.pioneaeng.com xAl �. FA® 5 �37 i j lo 196/x r / ,r�'� 091 / 71 8 719 97 -s 178 - z�n'n '7- / f I 1041 -� �13 t 70530 042 14 2 �31 70 7 5874 6. - 101 7054 '73S - '7308 7306 7026 v . j o�� 7 \ \ 1 — J O C r O WETLAND ROSION CONTROL FENCE/ REE PROTECTION FENCE } 1 3 TREE PROTECTION FENCE DETAM NOT TO SCALE HEAVY DUTY SILT FENCE USED MNDOT 3886 AS TREE PROTECTION FENCE x• . r .me > u.0 TREE PRESERVATION NOTES BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED. NO GRADING, TRENCHING OR PLACEMENT OF EQUIPMENT IS ALLOWED IN THE TREE PROTECTION AREA WORK PERFORMED WITHIN THE TREE PROTECTION AREA SHOULD BE DONE BY HAND AND UNDER THE SUPERVISION OF THE CONSULTING ARBORIST. - PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 15 TO PREVENT THE SPREAD OF OAK WALT DISEASE. IF WOUNDING OF OAK TREES OCCUR ANYTIME BETWEEN APRIL TO AUGUST, A NON —TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY, (EXCAVATORS MUST HAVE A NON —TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES). TREE PROTECTION DETAIL NOT TO SCALE IRKS TO BE SA\EO SHALL BE FENC4D aFS NtTN BRMJIT ORANGE POETETNYIENE SAFETY NETTWG ON NFAVV WTv SLT FENCE AND AT STA P KES THE MP IINE OR AS DxtECRD BY 1XE PROIEClION FENCE MLL OAUAGE BY VEmCLES. 72'71 \, - 7 7208 �75 73 299 298 7116 7119 7208 -7297 7 `T l 7296 9 / ^7117 8 10 11 7122 9._ 7 251 .., 5�, / _ 727s ��� -�� g, ^ TREES IN FUTURE PARK :e �� `v , 7��a`"�1 v, A WETLAND AREA , �z srzr ` X,� 7 T ED BUT NOT INVENTORI�p X12 727 - \ 4. F : Z 6 �Z&g81 r =3270 1 712 71 0 <. 4 \ 721 71'7 - 71 10; ` _`7285 i " 7 7a i ;.: % U \. y \ \\ 7 15 - 82 - 9 \ , 7fi67" 2 7169' 7240 25 4 245 3 \ \ 9284 t_ 7' 33 \ \ 5$ . ..C, _.. 7159 ? \ Q / 7167 7 �. --773 7262, f ` \� 7244 TREES IN P�r1` / °- t2 7165 1 ; ` ] 7256\ `\ 7 225 7x57 .. 3 24 - 7 \ _ 7259 a 7149 340 \ P `. 71,4 s 8160 �r47 I lr. y certify Naz Ods p1 was ,—paz by Nome me under my d — supervm and Ih4I ]—if. L TTmnpsan am a duly Li—d Pxofexsimg Eqg , undex ftlaws ofdw Sum of Ri—mu Reg. No. 41763 Da¢ l� TREE PRESERVATION PLAN J LENNAR 935 WAYZATA BOULEVARD EAST WAYZATA, MINNESOTA 55391 AND/o THE .—A. TO TERA— OF SO WE SO. CWCRETE -..T. —Ts ANO IEAxAGE OR SPILLAGE IE , ANY lOIxC RIALS I TALL THEE OR SLT FENCE — TO OR AT SANE nuE As IAtA p.EARING PROTECRQV FENCE SHWED REUUx R+ PEACE uum LL CONSIPUCnW IS F PROTECRON FFNCE Is NANACED OR REYO.ED. uw FENwc H om� P CFD BACK pNa. POSTNIN uNm caxsTRUCnoN Is WIITM1ETE SEE SHEET SHEET T4 FOR TREE INVENTORY LIST SANITARY PIPE TO BE REMOVED 0 25 50 t00 GRAPHIC SCALE IN FEET 11D211 TRO2 LAKEVIEW T2 � 4 CHANHASSEN, MINNESOTA •7 7367 .7366 7365 t � 1 � } : 7&4 \ • 7 731'?�gy6 3 \ 3�1 �• 7330 88 '; 73565 F 7 73 1'�" 7 \\ 734 , 9, G wi, ti 73 D' 73' 9 190 f= ;73 AD MO`N \ N ' ' � 1 I J i - I .7 )' ;r t_ " B e ................ _ PI$NEERneering 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 ax: 681-9488 8h F www.pioneaeng.com xAl �. FA® 5 �37 i j lo 196/x r / ,r�'� 091 / 71 8 719 97 -s 178 - z�n'n '7- / f I 1041 -� �13 t 70530 042 14 2 �31 70 7 5874 6. - 101 7054 '73S - '7308 7306 7026 v . j o�� 7 \ \ 1 — J O C r O WETLAND ROSION CONTROL FENCE/ REE PROTECTION FENCE } 1 3 TREE PROTECTION FENCE DETAM NOT TO SCALE HEAVY DUTY SILT FENCE USED MNDOT 3886 AS TREE PROTECTION FENCE x• . r .me > u.0 TREE PRESERVATION NOTES BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED. NO GRADING, TRENCHING OR PLACEMENT OF EQUIPMENT IS ALLOWED IN THE TREE PROTECTION AREA WORK PERFORMED WITHIN THE TREE PROTECTION AREA SHOULD BE DONE BY HAND AND UNDER THE SUPERVISION OF THE CONSULTING ARBORIST. - PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 15 TO PREVENT THE SPREAD OF OAK WALT DISEASE. IF WOUNDING OF OAK TREES OCCUR ANYTIME BETWEEN APRIL TO AUGUST, A NON —TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY, (EXCAVATORS MUST HAVE A NON —TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES). TREE PROTECTION DETAIL NOT TO SCALE IRKS TO BE SA\EO SHALL BE FENC4D aFS NtTN BRMJIT ORANGE POETETNYIENE SAFETY NETTWG ON NFAVV WTv SLT FENCE AND AT STA P KES THE MP IINE OR AS DxtECRD BY 1XE PROIEClION FENCE MLL OAUAGE BY VEmCLES. 72'71 \, - 7 7208 �75 73 299 298 7116 7119 7208 -7297 7 `T l 7296 9 / ^7117 8 10 11 7122 9._ 7 251 .., 5�, / _ 727s ��� -�� g, ^ TREES IN FUTURE PARK :e �� `v , 7��a`"�1 v, A WETLAND AREA , �z srzr ` X,� 7 T ED BUT NOT INVENTORI�p X12 727 - \ 4. F : Z 6 �Z&g81 r =3270 1 712 71 0 <. 4 \ 721 71'7 - 71 10; ` _`7285 i " 7 7a i ;.: % U \. y \ \\ 7 15 - 82 - 9 \ , 7fi67" 2 7169' 7240 25 4 245 3 \ \ 9284 t_ 7' 33 \ \ 5$ . ..C, _.. 7159 ? \ Q / 7167 7 �. --773 7262, f ` \� 7244 TREES IN P�r1` / °- t2 7165 1 ; ` ] 7256\ `\ 7 225 7x57 .. 3 24 - 7 \ _ 7259 a 7149 340 \ P `. 71,4 s 8160 �r47 I lr. y certify Naz Ods p1 was ,—paz by Nome me under my d — supervm and Ih4I ]—if. L TTmnpsan am a duly Li—d Pxofexsimg Eqg , undex ftlaws ofdw Sum of Ri—mu Reg. No. 41763 Da¢ l� TREE PRESERVATION PLAN J LENNAR 935 WAYZATA BOULEVARD EAST WAYZATA, MINNESOTA 55391 AND/o THE .—A. TO TERA— OF SO WE SO. CWCRETE -..T. —Ts ANO IEAxAGE OR SPILLAGE IE , ANY lOIxC RIALS I TALL THEE OR SLT FENCE — TO OR AT SANE nuE As IAtA p.EARING PROTECRQV FENCE SHWED REUUx R+ PEACE uum LL CONSIPUCnW IS F PROTECRON FFNCE Is NANACED OR REYO.ED. uw FENwc H om� P CFD BACK pNa. POSTNIN uNm caxsTRUCnoN Is WIITM1ETE SEE SHEET SHEET T4 FOR TREE INVENTORY LIST SANITARY PIPE TO BE REMOVED 0 25 50 t00 GRAPHIC SCALE IN FEET 11D211 TRO2 LAKEVIEW T2 � 4 CHANHASSEN, MINNESOTA 4 F ' ' x� �.� , f _ o � " �� to _.._ f / 6'14 -' - Q 67 Z 46 50 , Y- 0 Q + ' , _ _ r \ •' 675 , ! i / . % /,' v , .Q 67 675 6753 - ]_ 6 5€ \ . 1 ,o t o i 1 i i� - \ + ....._. r i , r / � s l t 7 '1 I u 47. ;9 t.. '::- -;- - - -�-= -- - -- - - -. , i - e��/ / ' a� �: pU8` Y f ,�a \ !' ofu;r f/" /7 G,� \`y ,\ v 1 ... 1 �1 � N i °; ' /�� // '/ -' g4 --:"" ;� AA If � J J f' t t t � J ✓- 7/ , � -..'_ __,_L._..._. .__�... � i � t ( U� r 1 •'� / � f ;,; � 6F'" ,: i r � ,.�6 / r ,� �`, - _,l, "j i � J r ; `'• '�..�\ \;: � 1 •� ! 1 i i , ? i � , t r j �.: ' J t . F ( %`' /" i ' \. i"%' -.-� r S ,,` 1 1 J j : / t . j ' ��\ / './ i f `j' r X� . \' � „-' ri"l' I � € \ � W 'Y. l 1 1 • % f . \� i � . .y /1 f f , :. 4 '; 1 J / t ' 1 0 zs so 100 { I \ ` op F 00� i ' o l r\ J GRAPHIC SCALE IN FEET 4 \ / i t r J J I € P ar i sf / l r ' • Z.4 I 1 1 t 4 21 7 / l 73 r iJ / .i I r s /, •J I ?� I f , 7 •` J , ? `'74 3 l Q 2 : : i ' ; x, \ \. ..: �. \ .. I 9 .- � ,�' I _ - 7417,- - 41 J ( f " S � 1 441,4 it J . v / tt tk f _ 1 : t 1 / , t e" i• t a �:• .. :f. r t I I 00. �\ 0 '�; EROSION CONTROL FENCE/ TREE PROTECTION FENCE r k •k' : % Y / J /F WETLAND �= 7021 , / 23 70 SEE SHEET T2 FOR TIIEE PROTECTION DETAILS PISNEER engineering SEE SHEET T4 FOR TREE INVENTORY LIST IIt1211 oz 2422 Enterprise Ihive 1651)681 -1914 Mendota Hei h , MN 55120 Fax: 681 -9488 8 Ibucbymaify,hazihi+pla^wasprc 17 N ,� «umu a,yaf,ap<�.nioa �e mvl mn a dwy Z= Pmfeswmd Faigi 1 L ]lnmpron D =k� 1 -zg.tl Dc :i f TREE PRESERVATION PLAN LENNAR 935 WAYZATA BOUL EVARD EAST LAKEVIEW T3 of 4 www.pioneereng.com ume. m��awe off" S. fmi - tt — Rcg. Na. 44763 D Drown Af WAYZATA. MINNESOTA 55391 CHANHASSEN, MINNESOTA Tag No. Tree Type Tree Size Comments Tag No. Tree Type Tree Size Comments - rag No. Iree T - free Size Continents Tag No. Tree Ty Tree Size Continents 6736 Black Cherry 12 ___ __ __ 7061 Boxelder __... 14 _....... 7335 .... -.... Green Ash .......... ... 12,10 ....... ...........'.. .. __............ 7408 .......... Green Ash .. ......._. 11 ..._...... 6737 Boxelder 10,10 .,. Red Cedar ........... ......_. 7062 .........._.... Boxelder 12 14 7336 Green Ash 10 Boxelder 7409 Hackberry .... . ........ .._ __._.. 12 6738 Boxelder _ 12 _ 7063 Boxelder 16 Boxelder 7337 Green Ash 12 .................. . 7410 _ Red Oak _ 12 6739 Boxelder 11,10 7064 Boxelder 12,18 7338 Boxelder 10,10 7411 Red Cedar - 3 6740 Elm 10 7065 Boxelder 14 7339 Boxelder 7412 Boxelder 11 6741 Boxelder 13,10 7066 Boxelder 16 7340 Black Cherry . 14 12 Dead 7413 Boxelder ! 13 6742 _ Boxelder 11 _ 7067 Boxelder 12 - _ 7341 Boxelder 11 7414 Boxelder 13 6745 Green Ash 16,16,14,14 7068 Boxelder 12 7342 Red Cedar 4 12' 7415 Boxelder 12 6746 Green Ash 16,14,14 7069 Boxelder 14 _ 7343 Red Cedar 6 20' 7416 Boxelder : 14 6750 Green Ash 16,16,6,10 7070 Boxelder 10 7344 Red Cedar 6 20' 7417 - Elm 12 6751 Green Ash 11 7071 Boxelder 10 7345 Red Cedar 3 12' 7418 Boxelder 11 6753 Green Ash 10 7072 Boxelder 13 7346 Red Cedar 4 12' 7419 Boxelder 12 6755 Green Ash 12 7073 Boxelder 18 7347 Red Cedar 3 10' 7420 Boxelder 20 6757 Green Ash 12 7074 Boxelder 15 7348 Red Cedar 3 10' 7421 Boxelder 16 6758 Elm 12 7075 Boxelder 10,10 7349 Boxelder 20,20 7422 Boxelder 10 6759 Red Cedar 8 25' 7076 Boxelder 16 7350 Boxelder 17 7423 Boxelder 13,12 6760 Red Cedar 6 15' 7077 Boxelder 14 7351 Green Ash 10 6770 Green Ash 11,10 7078 Boxelder is 7352 Cottonwood 10 6771 Boxelder 10 7079 Boxelder 12 7353 Green Ash 12 7001 Boxelder 32 7080 Boxelder 12 7354 Green Ash 16 7002 Boxelder 12 7081 Boxelder 10 7355 - Green Ash 15 7003 Boxelder _. 10 _ ._ _ 7082 Boxelder Y8 7356 Boxelder 10 ...._ 7004 Boxelder 12 ........ 7084 Boxelder 12 ... 7357 Green Ash 7005 Boxelder YS 7085 Boxelder 16 7358 Boxelder 10 - 7006 . Boxelder 13 7086 Boxelder 15 7359 Boxelder 12 7007 Boxelder 10 7087 Boxelder 10 7360 Green Ash 9 7008 Boxelder 11,10 7090 ; Boxelder 12 7363 ,Green Ash 12 7009 ............ ......... Black Cherry .... ........_. 12,32 ..._...... _.__. __..... _... 7091 ! Boxelder 32 7362 Boxelder 10 7010 .,. Red Cedar 9 7092 Boxelder 14 7363 Green Ash 12 ...... 7011 Boxelder 18 ......... Boxelder 12....... 7364 .Green Ash is 7032 Boxelder 10 7095 Boxelder 12 7365 Boxelder 14 7013 B Bla"Lnerry 1 13,1u 7 .. . 7096 B Boxelder 1 14 7 __. _..... _ . 7366 B Boxelder 1 16 ........................ 7014 G Green ASfi 1 10 7 7097 : B Boxelder 1 12 7 7367 G Green Ash 1 18,18,16,14 7015 B Boxelder 1 10 7 7098 B Boxelder 1 12 l lean 7 7368 B Boxelder 1 14 7016 B Boxelder 3 32 7 _ _ 7099 B Boxelder 1 14 7 7369 B Boxelder 1 12 _........_ _ __. _ _....... ,_... . ...... . ........... .................. . ...__......_. IL R PIONEERengineming 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com 43 2010 Pi —Rneim mr 1102111801